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Home My WebLink AboutPlans3D IMAGE BUILDING B A0a COVER SHEET & PROJECT INFORMATION 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE LEGAL DESCRIPTION: ·LOT 47B, OF THE RESUBDIVISION OF LOT 47 VALLEY VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA P.U.D SITE INFO: ·SITE AREA:≈6.38 ACRES(277974.86 FT²) ·SITE ZONING: GARFIELD COUNTY, COLORADO : MDR ·MAX BUILDING HEIGHT: 36'-0" ·ACTUAL BUILDING HEIGHT:35'-11" ·PARKING PROVIDED 97 TOTAL (6 ACCESSIBLE SPACES) 1.5 SPACES PER DWELLING UNIT REQD. ·SETBACKS - FRONT SETBACK:35'-0" - REAR SETBACK:15'-0" - SIDE SETBACK:6'-0" ·BUILDING COVERAGE:SEE CIVIL DRAWINGS ·LANDSCAPE COVERAGE:SEE CIVIL DRAWINGS · COORDINATE WITH UTILITY PROVIDER AND THE LOCATION OF UTILITIES (BURIED OR OVERHEAD) AND PROVIDE NECESSARY SETBACK AND SAFETY MEASURES FOR CONSTRUCTION. BUIDING CODE INFO: BUILDING OCCUPANCY GROUP:R-2 CONSTRUCTION TYPE:TYPE VB FIRE SPRINKLER:NON SPRINKLERED NUMBER OF STORIES: MAXIMUM NOT SPECIFIED (3 ACTUAL) BUILDING HEIGHT: 36' MAX (35'-11" ACTUAL) SEISMIC DESIGN CATEGORY:B OR C – SEE IRC, FIGURE R301.2 (2) WIND SPEED:115 MPH (ULTIMATE DESIGN) WIND EXPOSURE:B OR C - SEE IRC, FIGURE R301.2.1.4 FROST DEPTH:36" - UP TO 7000 FT ELEVATION 42" - OVER 8000 FT ELEVATION WINTER DESIGN TEMPERATURE:MINUS 2 – UP TO 7000 FT. ELEVATION MINUS 16 – OVER 7000 FT. ELEVATION AIR FREEZING INDEX:2500° F DAYS – UP TO 7000 FT. ELEVATION 7000+ FT. ELEVATION – AS DETERMINED BY BO. SNOW LOAD:40 PSF UP TO 7000 FT. ELEVATION 50 PSF 7001 – 8000 FT. ELEVATION 75 PSF 8001 – 9000 FT. ELEVATION 100 PSF 9001–10000 FT. ELEVATION ASTER PLACE A NEW AFFORDABLE HOUSING DEVELOPMENT FOR: S BATTLEMENT PKWY & STONE QUARRY PARACHUTE GARFIELD COLORADO DEFERRED SUBMITTALS: DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE PERMIT APPLICATION AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. 1.ROOF TRUSSES 2.FLOOR TRUSSES 3.FIRE ALARM 4.FIRE SUPPRESSION – NFPA 13R 5.LANDSCAPE IRRIGATION LAYOUT 6.FOR DESIGN, PROVIDE AND INSTALL MONUMENT SIGN - INCLUDING PERMIT ALL CONSTRUCTION IN ASSOCIATION WITH THIS PROJECT SHALL COMPLY WITH THE CITY/COUNTY & STATE ADOPTED CODES LISTED BELOW: ·2015 IBC ·2015 IRC ·2015 IFC ·2015 IFGC ·2015 IMC ·2015 IPC ·2018 IECC OWNER TEAM: LINCOLN AVENUE CAPITAL ADDRESS: 401 WILSHIRE BLVD, 11TH FLOOR, SANTA MONICA, CA 90401 CONTRACTOR TEAM: CMC GROUP, INC. ADDRESS: 2000 S COLORADO BLVD #10500, DENVER, CO 80222 ARCHITECT: ENCOMPASS DESIGN INC. CONTACT: JENNIFER CLARY PHONE: 406.540.4437 ADDRESS: 1535 LIBERTY LANE SUITE 110B MISSOULA MT 59808 STRUCTURAL ENGINEER: DCI ADDRESS: 1060 FOWLER AVE. #202, BOZEMAN, MT 59718 ELEC. ENGINEER: DC ENGINEERING ADDRESS: 440 EAST CORPORATE DRIVE, SUITE 103|MERIDIAN, IDAHO 83642 MECH. ENGINEER: MORRISON MAIERLE ADDRESS:172 TIMBERWOLF PKWY KALISPELL, MT 59901 PLUMB. ENGINEER: MORRISON MAIERLE ADDRESS:172 TIMBERWOLF PKWY KALISPELL, MT 59901 GOVERNING CODES:DIRECTORY:PROJECT STATISTICS: IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SECURE THE JOB SITE. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND REMODELING ACTIVITIES AS REQUIRED PER TABLE THIS SHEET. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. VICINITY MAP: 3D IMAGE: PROJECT SITE - SITE ADDRESS: S BATTLEMENT PKWY & STONE QUARRY PARACHUTE GARFIELD COLORADO - LEGAL ADDRESS: APN 240718121002 (39.440640, -108.031645) DOLLAR GENERAL S BATTLMENT PKWY ST O N E Q U A R R Y R D ABBREVIATIONS: A. AREA A.B. ANCHOR BOLT AHJ AUTHORITY HAVING JURISDICITION A.F.F.ABOVE FINISH FLOOR ALT. ALTERNATE ALUM. ALUMINUM A/V AUDIO VISUAL UNIT B.B. BASE BOARD BLD'G BUILDING BLK'G BLOCKING BM. BEAM BOTT. BOTTOM BRG. BEARING CAB. CABINET CLG. CEILING C.J. CONSTRUCTION JOINT C.L. CENTER LINE CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS CSCI CONTRACTOR SUPPLY/ CONTRACTOR INSTALL DIA. DIAMETER DIM. DIMENSION DIV. DIVISION DN. DOWN DR.DOOR DTL.DETAIL D.W.DISH WASHER EA.EACH E.J.EXPANSION JOINT ELEC. ELECTRICAL EL.ELEVATION EQ.EQUAL EXIST.EXISTING EXT.EXTERIOR FURN FURNACE F.D.FLOOR DRAIN FND.FOUNDATION F.F. FINISH FLOOR F.O.S.FACE OF STUD FTG.FOOTING FRP FIBERGLASS REINFORCED PANEL FIN.GAUGE GALV. GALVANIZED G.D.GARBAGE DISPOSAL G.F.I.GROUND FAULT INTERRUPTER G.L.B.GLUE LAMINATED BEAM GR.GRADE GYP.GYPSUM H.C.HOLLOW CORE HDR.HEADER HDW.HARDWARE H.M.HOLLOW METAL HORIZ.HORIZONTAL HT.HEIGHT H.W.HOT WATER I.B.C. INTERNATIONAL BUILDING CODE I.D.INSIDE DIAMETER INSUL.INSULATION INT.INTERIOR JNT.JOINT JST.JOIST KD KNOCK DOWN MTL. MATERIAL MAS.MASONRY MAX.MAXIMUM M.B.MACHINE BOLT M.E.METAL EDGE MECH.MECHANICAL MIN.MINIMUM MISC.MISCELLANEOUS MTL.METAL NO.NUMBER N.T.S NOT TO SCALE O.C.ON CENTER O.D.OUTSIDE DIAMETER OPNG.OPENING OPP.OPPOSITE O.S.C.I.OWNER SUPPLY / CONTRACTOR INSTALL O.S.O.I.OWNER SUPPLY / OWNER INSTALL P.C.PULL CHAIN PL.PLATE PLUMB.PLUMBING PLYWD.PLYWOOD P.S.I.POUNDS PER SQUARE INCH P.S.F.POUNDS PER SQUARE FOOT QTY.QUANTITY R.RISER RAD.RADIUS REF.REFRIGERATOR REIN.REINFORCING REQ'D.REQUIRED REV.REVISION RM.ROOM R.O. ROUGH OPENING R&S ROD & SHELF S.C. SOLID CORE SD SMOKE DETECTOR SEC.SECTION SHT.SHEET SIM.SIMILAR SPEC.SPECIFICATION SQ.SQUARE S.S.STAINLESS STEEL STD STANDARD SUSP.SUSPENDED SYM.SYMMETRICAL T&G TONGUE & GROOVE THK.THICK THKND.THICKENED T.O.FTG.TOP OF FOOTING T.O.F.TOP OF FLOOR T.O.S.TOP OF SLAB T.O.W.TOP OF WALL T.S.TUBE STEEL TYP.TYPICAL VERT.VERTICAL V.B.VINYL BASE W WASHER WD.WOOD WDO.WINDOW W.P WATER PROOF GENERAL PROJECT NOTES: A.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO ENCOMPASS. USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. B.PLANS AND SPECIFICATIONS ARE TO BE TAKEN AS ONE DOCUMENT. ITEMS INCLUDED IN ONE AND NOT IN THE OTHER SHALL BE CONSIDERED AS IF IN BOTH. WHERE A CONFLICT EXISTS BETWEEN PLANS AND SPECIFICATION THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. C.ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, AND SUPERVISION TO PERFORM THE WORK AND CONSTRUCTION FOR THE PROJECT AS INDICATED IN THESE DOCUMENTS AND THE SPECIFICATIONS. D.THE DESIGN, ADEQUACY AND SAFETY OF ERECTING BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY AN ENGINEER. E.THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF WALLS AND FINISH MATERIALS. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH ALL TRADES. F.GENERAL CONTRACTOR TO PROVIDE SECURITY AND PROTECTION FACILITIES THAT INCLUDE, BUT ARE NOT LIMITED TO; BARRICADES, WARNING SIGNS AND LIGHTING PROTECTION DURING ALL PHASES OF THE PROJECT. G.ALL MATERIALS & FINISHES ARE TO BE AS SPECIFIED, OR APPROVED EQUAL, SEE SPECS. H.SUBSTITUTIONS SHALL BE BY APPROVAL PRIOR TO THE BID; SEE SUBSTITUTION REQUEST SPECIFICATION. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT/OWNER PRIOR TO COMMENCING WITH ANY FABRICATION AND/OR INSTALLATION. I.PROVIDE (1) YEAR WARRANTY FOR ALL WORKMANSHIP. J.PRIOR TO BEGINNING ANY WORK, CONTRACTOR TO OBTAIN ALL PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR OCCUPANCY BY TENANT U.N.O. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODE, LAWS, RULES, AND REGULATIONS OF ALL CONSTITUTED AUTHORITIES HAVING JURISDICTION. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE APPLICABLE BUILDING CODES IDENTIFIED ON CODE PLANS. K.CONTRACTOR SHALL FURNISH OWN TRASH DISPOSAL AS WELL AS A CONSTRUCTION WASTE MANAGEMENT PLAN. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED AND AS MANY OF THE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A CONSTRUCTION WASTE MANAGEMENT PLAN FOR THIS CONTRACT. WHICH INCLUDES BUT IS NOT LIMITED TO, CONCRETE, ASPHALT AND WOOD. L.CONTRACTOR SHALL BE HELD LIABLE FOR ALL DAMAGE TO THE PROPERTY, BUILDING AND ALL "EXISTING" ELEMENTS BY HIS/HER PERSONNEL OR SUBCONTRACTORS. ANY DAMAGE SHALL BE REPORTED TO ENCOMPASS IMMEDIATELY. CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ITEMS TO ITS ORIGINAL CONDITION. M.THE CONTRACTOR SHALL FOLLOW SIZES AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SHALL FOLLOW DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGS. DO NOT SCALE THE DRAWINGS. N.WHERE IT IS OBVIOUS THAT A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN WORK OR OF A NUMBER OF ITEMS, THE REMAINDER SHALL BE DEEMED REPETITIVE AND SO CONSTRUCTED. O.THE USE OF THESE DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL PROJECT SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. ANY PUBLICATION, REUSE OR REPRODUCTION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. OWNERSHIP AND TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF ENCOMPASS DESIGN INC.. VISUAL CONTACT WITH THESE PLANS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. P.ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS WITHIN THESE DOCUMENTS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY AFFECTED WORK. Q.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF OTHER TRADES, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, LANDSCAPE, ACOUSTIC, PLUMBING AND STRUCTURAL COMPONENTS AS WELL AS THOSE ITEMS SUPPLIED BY THE OWNER. GENERAL CONTRACTORS AND SUBCONTRACTORS TO BRING ANY OMISSIONS OR CONFLICTS TO THE ATTENTION OF ENCOMPASS PRIOR TO BID FOR APPROPRIATE RESOLUTION. R.THESE DOCUMENTS ARE THE PROPERTY OF ENCOMPASS AND ARE NOT TO BE REPRODUCED OR COPIED. THESE DRAWINGS ARE TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT. S.THESE DOCUMENTS REPRESENT THE DESIRED RESULT OF CONSTRUCTION. THE METHODS OF SUCH CONSTRUCTION AND THE ASSOCIATED RISKS INVOLVED SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. T.DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION OR MFR INSTALLATION INSTRUCTIONS. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE DESIGN FOR THE PROJECT AND ARE TO BE INCLUDED AS PART OF A BID. THE CONTRACTOR IS EXPECTED TO USE QUALITY & ACCEPTABLE INDUSTRY STANDARDS OF CONSTRUCTION, PRACTICES AND TECHNIQUES. U.SEE CIVIL DRAWINGS FOR GRADING, BOUNDARY LINES, EASEMENTS, FINISH FLOOR ELEVATIONS, AND HARDSCAPE DESIGN. V.SEE LANDSCAPE DRAWINGS FOR PLANTING LAYOUT. W.CONTRACTOR RESPONSIBLE FOR CALLING LOCATES PRIOR TO COMMENCEMENT OF WORK, ALL SHOWN GRAPHICALLY. X.COORDINATE ALL WORK w/ GEOTECH REPORT. PROTECTION OF PEDESTRIANS: ALTERNATES: FOR ALL PROJECT ALTERNATES CORRESPONDING TO THIS PROJECT, IN IT'S ENTIRETY, SEE SPEC. ADDITIONAL LIST PROVIDED FOR PROJECT ALTERNATES AS TO DIFFERENTIATE FROM BASE BID ITEMS. GC IS REQUIRED TO PROVIDE COST BREAKOUTS / ALTERNATE PRICING FOR THE OWNER PER THE ALTERNATE LIST WITHIN PROJECT SPEC. 3D IMAGE BUILDING A DRAWING INDEX - APARTMENT BUILDINGS (A / B) & COMMUNITY BUILDING: A0b COVER SHEET & PROJECT INFORMATION 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE SHEET NUMBER SHEET NAME BU I L D I N G A PE R M I T S E T : 02 / 0 3 / 2 0 2 5 BU I L D I N G B PE R M I T S E T : 02 / 0 3 / 2 0 2 5 CO M M U N I T Y PE R M I T S E T : 02 / 1 7 / 2 0 2 5 GENERAL ARCHITECTURAL A0a COVER SHEET & PROJECT INFORMATION A0b DRAWING INDEX A0.1Aa CODE REVIEW & TYPICAL CODE DETAILS - BUILDING A A0.1Ab FIRST LEVEL CODE PLAN & UNIT MATRIX - BUILDING A A0.1Ac SECOND LEVEL CODE PLAN & UNIT MATRIX- BUILDING A A0.1Ad THIRD LEVEL CODE PLAN & UNIT MATRIX - BUILDING A A0.1Ae ROOF CODE PLAN - BUILDING A A0.1Ba CODE REVIEW & TYPICAL CODE DETAILS - BUILDING B A0.1Bb FIRST LEVEL CODE PLAN & UNIT MATRIX - BUILDING B A0.1Bc SECOND LEVEL CODE PLAN & UNIT MATRIX - BUILDING B A0.1Bd THIRD LEVEL CODE PLAN & UNIT MATRIX - BUILDING B A0.1Be ROOF CODE PLAN - BUILDING B A0.1Ca CODE ANALYSIS - COMMUNITY BUILDING A0.1Cb FIRST LEVEL CODE PLAN - COMMUNITY BUILDING A0.1Cc ROOF CODE PLAN - COMMUNITY BUILDING A0.2a ASSEMBLIES - APARTMENT BUILDINGS A0.2b ASSEMBLIES - COMMUNITY BUILDING A0.3a CODE WALL SECTIONS & AIR BARRIER REQUIREMENTS - APARTMENTS A0.3b CODE WALL SECTIONS & AIR BARRIER REQUIREMENTS - COMMUNITY A0.4 IECC BUILDING ENVELOPE & AIR SEALING REQUIREMENTS A0.5a WINDOW, DOOR & DOOR HARDWARE SCHEDULES - APARTMENTS A0.5b WINDOW, DOOR & DOOR HARDWARE SCHEDULES - COMMUNITY A1.1 ARCHITECTURAL SITE PLAN A1.2 SITE DETAILS CIVIL C001 GENERAL CIVIL NOTES & LEGEND C010 EXISTING CONDITIONS & DEMOLITION PLAN C020 PHASE 1 E&SC C021 PHASE 2 E&SC C022 E&SC DETAILS C023 E&SC DETAILS C100 CONSTRUCTION SITE PLAN C200 OVERALL GRADING PLAN C201 DETAILED GRADING PLAN C202 DRAINAGE PLAN C210 COLOR CUT/FILL DIAGRAM C220 SITE CROSS SECTIONS C221 SITE CROSS SECTIONS C300 WET UTILITY PLAN C301 DRY UTILITY PLAN C400 CIVIL DETAILS C401 CIVIL DETAILS C402 CIVIL DETAILS C403 CIVIL DETAILS LANDSCAPE LS-001 LANDSCAPE NOTES LS-002 LANDSCAPE SCHEDULES LS-100 OVERALL LANDSCAPE PLAN LS-101 LANDSCAPE PLAN LS-102 LANDSCAPE PLAN LS-103 LANDSCAPE PLAN LS-104 LANDSCAPE PLAN LS-105 LANDSCAPE PLAN LS-400 HARDSCAPE ENLARGEMENT LS-500 LANDSCAPE DETAILS LS-501 LANDSCAPE DETAILS LS-502 LANDSCAPE DETAILS LI-001 IRRIGATION SCHEDULE & NOTES LI-100 OVERALL IRRIGATION PLAN LI-101 IRRIGATION PLAN LI-102 IRRIGATION PLAN LI-103 IRRIGATION PLAN LI-104 IRRIGATION PLAN LI-500 IRRIGATION DETAILS LI-501 IRRIGATION DETAILS ARCHITECTURAL CONTINUED A2.1 FIRST LEVEL FLOOR PLANS - BUILDING A A2.2 SECOND LEVEL FLOOR PLANS - BUILDING A A2.3 THIRD LEVEL FLOOR PLANS - BUILDING A A2.4 ROOF PLAN - BUILDING A A2.5 FIRST LEVEL FLOOR PLANS - BUILDING B A2.6 SECOND LEVEL FLOOR PLANS - BUILDING B A2.7 THIRD LEVEL FLOOR PLANS - BUILDING B A2.8 ROOF PLAN - BUILDING B A2.1C FIRST LEVEL FLOOR PLANS - COMMUNITY BUILDING A2.2C FINISH FLOOR PLAN AND SCHEDULE - COMMUNITY BUILDING A2.3C REFLECTED CEILING PLAN - COMMUNITY BUILDING A2.4C ROOF PLAN - COMMUNITY BUILDING A2.9 U1-1 "S" STANDARD 1 BED/1 BATH UNIT PLAN, RCP, & FINISH A2.10 U1-1 "B" TYPE B 1 BED/1 BATH UNIT PLAN, RCP, & FINISH A2.11 U1-1 "A" TYPE A 1 BED/1 BATH UNIT PLAN, RCP, & FINISH A2.12 U1-1 "S" STANDARD @ 2 HR 1 BED/1 BATH UNIT PLAN, RCP, & FINISH A2.13 U1-1 "B" TYPE B @ 2 HR 1 BED/1 BATH UNIT PLAN, RCP, & FINISH A2.14 U2-2 "S" STANDARD 2 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.15 U2-2 "B" TYPE B 2 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.16 U2-2 "AV" TYPE AV 2 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.17 U2-2 "A" TYPE A 2 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.18 U2-2 "S" STANDARD @ 2 HR 2 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.19 U2-2 "B" TYPE B @ 2HR 2 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.20 U3-2 "S" STANDARD 3 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.21 U3-2 "B" TYPE B 3 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.22 U3-2 "AV" TYPE AV 3 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.23 U3-2 "A" TYPE A 3 BED/2 BATH UNIT PLAN, RCP, & FINISH A2.24 STAIR / CORRIDORS ENLARGED PLANS A2.25 BUILDING MECH ROOMS ENLARGED PLANS A3.1A EXTERIOR ELEVATIONS - BUILDING A A3.2A EXTERIOR ELEVATIONS - BUILDING A A3.3A EXTERIOR 3D IMAGERY - BUILDING A A3.1B EXTERIOR ELEVATIONS - BUILDING B A3.2B EXTERIOR ELEVATIONS - BUILDING B A3.3B EXTERIOR 3D IMAGERY - BUILDING B A3.1C EXTERIOR ELEVATIONS - COMMUNITY BUILDING A3.2C EXTERIOR 3D IMAGERY - COMMUNITY BUILDING A3.3C EXTERIOR 3D IMAGERY - ENTIRE SITE A4.1 BUILDING SECTIONS - APARTMENT BUILDINGS A4.2 BUILDING SECTIONS - APARTMENT BUILDINGS A4.3 BUILDING SECTIONS - APARTMENT BUILDINGS A4.4 BUILDING SECTIONS - APARTMENT BUILDINGS A4.5 BUILDING SECTIONS - APARTMENT BUILDINGS A4.6 BUILDING SECTIONS - COMMUNITY BUILDING A5.1 ACCESSIBILITY INFORMATION A5.2 ACCESSIBILITY INFORMATION A5.3 INTERIOR ELEVATIONS - TYPE A A5.4 INTERIOR ELEVATIONS - TYPE B & AV A5.5 INTERIOR ELEVATIONS - TYPE S SHEET NUMBER SHEET NAME BU I L D I N G A PE R M I T S E T : 02 / 0 3 / 2 0 2 5 BU I L D I N G B PE R M I T S E T : 02 / 0 3 / 2 0 2 5 CO M M U N I T Y PE R M I T S E T : 02 / 1 7 / 2 0 2 5 A5.6 INTERIOR ELEVATIONS - COMMUNITY BUILDING A5.7 INTERIOR 3D IMAGERY A5.8 INTERIOR 3D IMAGERY A7.1a INTERIOR DETAILS - TYPICAL A7.2a INTERIOR DETAILS - TYPICAL A7.3a INTERIOR DETAILS - TYPICAL A8.1a EXTERIOR DETAILS - WINDOWS & DOORS A8.1b EXTERIOR DETAILS - WINDOWS & DOORS A8.1c EXTERIOR DETAILS - WINDOWS & DOORS A8.2 EXTERIOR DETAILS - SIDING A8.3a EXTERIOR DETAILS - ROOFING A8.3b EXTERIOR DETAILS - ROOFING A8.4 EXTERIOR DETAILS - MISCELLANEOUS STRUCTURAL S1.1 COVER SHEET - LEGEND AND ABBREVIATIONS S1.2 GENERAL NOTES S1.3 GENERAL NOTES S1.4 SPECIAL INSPECTIONS S2.0 OVERALL PLANS S2.1 OVERALL PLANS S2.1 FOUNDATION PLAN COMMUNITY BUILDING S2.1E FOUNDATION PLAN - EAST S2.1ES LEVEL 1 STUD AND SHEAR WALL PLAN - EAST S2.1W FOUNDATION PLAN - WEST S2.1WS LEVEL 1 STUD AND SHEAR WALL PLAN - WEST S2.1A LEVEL 1 STUD AND SHEAR WALL PLAN COMMUNITY BUILDING S2.2 ROOF FRAMING PLAN COMMUNITY BUILDING S2.2E SECOND LEVEL FRAMING PLAN - EAST S2.2ES LEVEL 2 STUD AND SHEAR WALL PLAN S2.2W SECOND LEVEL FRAMING PLAN - WEST S2.2WS LEVEL 2 STUD AND SHEAR WALL PLAN - WEST S2.3E THIRD LEVEL FRAMING PLAN - EAST S2.3ES LEVEL 3 STUD AND SHEAR WALL PLAN - EAST S2.3W THIRD LEVEL FRAMING PLAN - WEST S2.3WS LEVEL 3 STUD AND SHEAR WALL PLAN - WEST S2.4E ROOF FRAMING PLAN - EAST S2.4W ROOF FRAMING PLAN - WEST S3.1 MOMENT FRAME ELEVATION COMMUNITY BUILDING S4.1 FOUNDATION DETAILS S4.2 FOUNDATION DETAILS S5.1 FLOOR FRAMING DETAILS S5.2 FLOOR FRAMING DETAILS S5.3 FLOOR FRAMING DETAILS S5.10 SHEAR WALL DETAILS S5.11 SHEAR WALL DETAILS S5.20 ROOF FRAMING DETAILS S5.21 ROOF FRAMING DETAILS S6.1 STEEL DETAILS MECHANICAL M0.1 MECHANICAL LEGEND & NOTES M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL DETAILS M1.1 MECHANICAL PLAN - FIRST LEVEL M1.2 MECHANICAL PLAN - SECOND LEVEL M1.3 MECHANICAL PLAN - THIRD LEVEL M2.1 ENLARGED UNIT PLANS M2.2 ENLARGED UNIT PLANS M2.3 ENLARGED UNIT PLANS M2.4 ENLARGED UNIT PLANS M2.5 ENLARGED UNIT PLANS PLUMBING P0.1 PLUMBING LEGEND & NOTES P0.2 PLUMBING SCHEDULES P0.3 PLUMBING SCHEDULES P0.3 PLUMBING DETAILS COMMUNITY BUILDING P0.4 PLUMBING DETAILS P1.0 PLUMBING PLANS - FIRST UNDERSLAB & FIRST LEVEL P1.1 PLUMBING PLANS - SECOND & THIRD LEVEL P1.1 PLUMBING DWV PLAN COMMUNITY BUILDING P1.2 PLUMBING PLAN - ROOF P2.1 PLUMBING DOMESTIC PLAN - FIRST LEVEL P2.2 PLUMBING DOMESTIC PLAN - SECOND LEVEL P2.3 PLUMBING DOMESTIC PLAN - THIRD LEVEL P3.0A ENLARGED PLUMBING UNDERSLAB PLAN - FIRST LEVEL - POD 1 P3.0B ENLARGED PLUMBING UNDERSLAB PLAN - FIRST LEVEL - POD 2 P3.0C ENLARGED PLUMBING UNDERSLAB PLAN - FIRST LEVEL - POD 3 P3.1A ENLARGED PLUMBING DWV PLAN - FIRST LEVEL - POD 1 P3.1B ENLARGED PLUMBING DWV PLAN - FIRST LEVEL - POD 2 P3.1C ENLARGED PLUMBING DWV PLAN - FIRST LEVEL - POD 3 P3.2A ENLARGED PLUMBING DWV PLAN - SECOND LEVEL - POD 1 P3.2B ENLARGED PLUMBING DWV PLAN - SECOND LEVEL - POD 2 P3.2C ENLARGED PLUMBING DWV PLAN - SECOND LEVEL - POD 3 P3.3A ENLARGED PLUMBING DWV PLAN - THIRD LEVEL - POD 1 P3.3B ENLARGED PLUMBING DWV PLAN - THIRD LEVEL - POD 2 P3.3C ENLARGED PLUMBING DWV PLAN - THIRD LEVEL - POD 3 P4.1 ENLARGED UNIT PLANS P4.2 ENLARGED UNIT PLANS P4.3 ENLARGED UNIT PLANS P5.1 DWV RISERS P5.2 DWV RISERS P5.3 DWV RISERS P6.0 RADON PLAN ELECTRICAL E0.0 A ELECTRICAL COVER SHEET BUILDING A E0.0 B ELECTRICAL COVER SHEET BUILDING B E0.0 C ELECTRICAL COVER SHEET BUILDING C E0.1 ELECTRICAL SPECIFICATIONS E0.2 A ELECTRICAL IECC ENERGY COMPLIANCE BUILDING A E0.2 B ELECTRICAL IECC ENERGY COMPLIANCE BUILDING B E1.0 ELECTRICAL SITE PLAN E1.1 ELECTRICAL SITE PHOTOMETRIC PLAN E2.1 A FIRST FLOOR ELECTRICAL PLAN BUILDING A E2.1 B FIRST FLOOR ELECTRICAL PLAN BUILDING B E2.2 A SECOND FLOOR ELECTRICAL PLAN BUILDING A E2.2 B SECOND FLOOR ELECTRICAL PLAN BUILDING B E2.3 A THIRD FLOOR ELECTRICAL PLAN BUILDING A E2.3 B THIRD FLOOR ELECTRICAL PLAN BUILDING B E2.4 A ROOF ELECTRICAL PLAN BUILDING A E2.4 B ROOF ELECTRICAL PLAN BUILDING B E2.5 C ELECTRICAL PLAN COMMUNITY BUILDING E3.0 A ELECTRICAL SCHEDULES BUILDING A E3.0 B ELECTRICAL SCHEDULES BUILDING B E3.0 C ELECTRICAL SCHEDULES & IECC COMPLIANCE & DETAILS BUILDING C E4.0 A ELECTRICAL DETAILS BUILDING A E4.0 B ELECTRICAL DETAILS BUILDING B E5.0 ENLARGED UNIT PLANS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE CODE ANALYSIS - COMMUNITY BUILDING SCALE :1 DROP CEILING DETAIL (@10'-0" SIM) N.T.S. FIREBLOCKING @ SIM. CONDITION @ TALL WALL WITH NO DROP CEILING. FIRE BLOCK REQUIRED AT 10'-0" A.F.F SCALE :2 FIREBLOCKING @ SOFFITS N.T.S. FLOOR SHEATHING VERIFY FLOOR FRAMING WITH STRUCTURAL, TJIS SHOWN. TOP PLATE DROP CEILING FIRE BLOCK IN WALL (IN RED) ALIGN W/ GWB STUDS (OR)10'-0" A.F.F. MAX FLOOR SHEATHING VERIFY FLOOR FRAMING WITH STRUCTURAL, JOISTS SHOWN. TOP PLATE SOFFIT FIRE BLOCK IN WALL (IN RED) ALIGN W/ GWB STUDS A0.1Ca Code Review - IBC 2015 - For A-3 Occupancy, Type VB GARFIELD COUNTY - GENERAL DESIGN CRITERIA CHAPTER 3 OCCUPANCY CLASSIFICATION & USE OCCUPANCY TYPE:BUSINESS GROUP: A-3 FOR THE COMMUNITY CLUBHOUSE BUILDING LABELED AS BLDG "C" 2015 IBC, IFC, IFGC,IMC,IPC & 2018 IECC (REQUIRED BY JURISDICTION) (PLEASE NOTE PROJECT EXCEEDS 2018 IECC REQUIREMENTS) SNOWLOAD:40 PSF UP TO 7000 FT ELEV 50 PSF 7001 - 8000 FT ELEV 75 PSF 8001 - 9000 FT ELEV 100 PSF 9001 - 10000 FT ELEV ROOF LOAD:LOAD DURATION = 1.0 SEISMIC DESIGN CATEGORY:B OR C - SEE R301.2 (2) WEATHERING PROBABILITY FOR CONCRETE:SEVERE TERMITE INFESTATION PROBABILITY:NONE TO SLIGHT WIND SPEED:115 MPH (ULTIMATE DESIGN) WIND EXPOSURE:B OR C - SEE R301.2.1.4 FROST DEPTH:36 INCHES - UP TO 8000 FT ELEVATION 42 INCHES - OVER 8000 FT ELEVATION WINTER DESIGN TEMPERATURE:MINUS 2 - UP TO 7000 FT ELEVATION MINUS 16 - OVER 7000 FT ELEVATION AIR FREEZING INDEX:2500° F DAYS - UP TO 7000 FT ELEVATION 7000+ FT ELEVATION - AS DETERMINED BY BUILDING OFFICIAL ICE BARRIER UNDERLAYMENT:REQUIRED MEAN ANNUAL TEMPERATURE:VARIABLE INSULATION:CLIMATE ZONE 5B MIN VALUES (2018 IECC) -CEILING/ROOF = R38 MIN -FENESTRATION = .38 MIN (.30 PROJECT) -ENTRANCE DOORS = .77 -EXTERIOR WALLS = R-20 MIN -UNHEATED SLAB PERIMETER = R10 FROM TOP OF SLAB TO 24" BELOW GRADE Building C (Community Clubhouse Bldg) CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE N/A CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS TABLE 504.3 ALLOWABLE HEIGHT TYPE V B A-3 NOT SPRINKLERED 40'-0" TABLE 504.4 ALLOWABLE NUMBER OF STORIES TYPE V B A-3 NOT SPRINKLERED 1 STORY TABLE 506.2 ALLOWABLE AREA TYPE V B A-3 NOT SPRINKLERED 6,000 SF TABLE 506.3.3 FRONTAGE INCREASE FACTOR BUILDING C CALCULATIONS: SEE SITE PLAN A1.1 - DIMENSIONS ARE SHOWN, AS WELL AS FSD LOCATIONS NORTH GREATER THAN 30' EAST GREATER THAN 30' SOUTH GREATER THAN 30' WEST 17'-8" TO FSD LOCATION 75% TO 100% OF BUILDING "A" IS OPEN BY 30' OR GREATER. Aa = [6000 + (6000 X .75)] = 10,500 SF GRAND TOTAL SF BUILDING C = 2,049 GSF TYPES OF CONSTRUCTION TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TYPE VB PRIMARY STRUCTURAL FRAME (SEE SECTION 202) 0 BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 602 FSD SEPARATION OF CLOSEST CORNER, 17'-0" THEREFORE 0 HOUR RATED WALL. 602.5 TYPE V CONSTRUCTION. TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY THIS CODE. CHAPTER 6 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES 705.5 ROOF OVERHANG IS 18" TOTAL, PER TABLE WE ARE ALLOWED 24" - PROJECT COMPLIES. 720 THERMAL AND SOUND INSULATING MATERIALS 720.1 INSULATING MATERIALS, VAPOR RETARDERS AND VAPOR PERMEABLE MEMBRANES IN ACCORDANCE WITH ASTM E84 OR UL 723. EXCEPTIONS: 1.FIBERBOARD INSULATION CH 23 2.FOAM PLASTIC INSULATION CH 26 3.DUCT AND PIPE INSULATION AND DUCT AND PIPE COVERINGS AND LININGS IN PLENUMS SEE MECH CODE. 4.ALL LAYERS OF SINGLE OR MULTI REFLECTIVE PLASTIC CORE INSULATION SECTION 2613. 720.2 CONCEALED INSULATION - FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. PROJECT REQUIREMENT: NO LOOSE FILL IS ALLOWED IN THE ATTIC, UNLESS THE AREA IS VENTILATED PASSIVELY OR MECHANICALLY. IN OTHER WORDS IT CANNOT BE USED TO FULLY FILL AN AREA IN THE ATTIC, IT WILL COMPRESS AND LEAVE AN AREA EXPOSED TO MOLD POPULATION. 906 PORTABLE FIRE EXTINGUISHERS: THE FOLLOWING LOCATIONS ARE REQUIRED TO HAVE SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS A MAX DISTANCE OF 75' OF TRAVEL BETWEEN LOCATIONS. PORTABLE FIRE EXTINGUISHERS REQUIRED IN ALL UNITS & COMMUNITY ROOM. GC TO VERIFY ALL LOCATIONS WITH LOCAL AHJ PRIOR TO OCCUPANCY 906.1 PORTABLE FIRE EXTINGUISHERS REQUIRED: EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION; MIN RATING OF 1-A: 10B-C IN GROUP R-2 906.3 LIGHT HAZARD 2-A, 75' MAXIMUM TRAVEL TO EXTINGUISHER 907 FIRE ALARM AND DETECTION SYSTEMS: HARD WIRED SMOKE DETECTORS ARE REQUIRED. HORNS AND STROBES ARE REQUIRED. AHJ WILL REVIEW AND PROVIDE COMMENTS AS PART OF THE SUB CONTRACTORS DEFERRED SUBMITTAL. SMOKE DETECTION NOTIFICATION AND MONITORING IS REQUIRED. 907.2 FIRE ALARM PER 907.2.1 IS NOT REQUIRED. 907.2.1 GROUP A - OCCUPANT LOAD DOES NOT EXCEED 300 OCCUPANTS THEREFORE NOT REQUIRED. 907.2.6.1.1 PER 907.2.11 SINGLE AND MULTIPLE STATION SMOKE ALARMS COMPLYING WITH UL 217 SHALL BE INSTALLED 907.2.11.3 IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED WITHIN 20' OF COOKING APPLIANCE. 907.2.11.5 INTERCONNECTION REQUIRED. 907.11.6 POWER SOURCE PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. CHAPTER 8 CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS CHAPTER 10 MEANS OF EGRESS CHAPTER 12 CHAPTER 15 1003.3.1 PROTRUDING OBJECTS - MIN. HEADROOM TO BE 80" 1003.3.3 PROTRUDING OBJECTS SHALL NOT PROJECT HORIZONTALLY FROM EITHER SIDE MORE THAN 4" (BETWEEN 27" A.F.F. AND 80" A.A.A.) EXC 1 - HANDRAILS MAY PROJECT 4 1/2" 1003.3.4 PROTRUDING OBJECTS MAY NOT REDUCE MIN CLEAR WIDTH OF ACCESSIBLE ROUTE. 1004 OCCUPANT LOAD BLDG C (A-3)SEE CODE FLOOR PLAN FOR OCCUPANCY CALCULATION 1006.2.1 PATH OF EGRESS TRAVEL = 75' TABLE 1006.3.2 PROJECT EXCEEDS 49 OCCUPANTS BUT DOES NOT EXCEED COMMON PATH OF EGRESS TRAVEL MAX 75' 1008.1 MEANS OF EGRESS ILLUMINATION REQUIRED IN GROUP A ALONG ACCESS WAY. 1008.3 EMERGENCY POWER ILLUMINATION - REQUIRED TABLE 1007.1.1 (2) TWO EXITS REQUIRED 1017.2 EXIST ACCESS TRAVEL DISTANCE W/ SPRINKLER 200'-0" 1020.4 WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20' IN LENGTH. 1209 ACCESS ATTIC = 20" X 30" MIN CLR PER A7.1c DETAIL (3) TOTAL LOCATIONS INTERIOR ENVIRONMENT 1507.2.8.2 ICE BARRIER. TO EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ROOF ASSEMBLIES CODE REQUIREMENTS IN ASTER PLACE - 2015 IBC CHAPTER 11 ACCESSIBILITY - SEE A5's WITHIN SET. ALL SPACES ARE SET TO BE ADA ICC A117.1 COMPLIANT INTERIOR FINISHES 803 WALL AND CEILING FINISHES: 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS = CLASS C FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED INDEX 0-450. TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENT A-3 ROOMS AND ENCLOSED SPACES - NON SPRINKLERED - "C" 804 INTERIOR FLOOR FINISHES: 804.2 CLASSIFICATION = CLASS I OR II IN ACCORDANCE WITH NFPA 253 806.3 COMBUSTIBLE DECORATIVE MATERIALS IN GROUP A SHALL NOT EXCEED 10% OF THE SPECIFIC WALL OR CEILING. A0.1Cb 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I MOP SINK 1 A4.6 4 A4.6 2 A4.6 3 A4.6 LOBBY 01 OFFICE 09 CENTER FITNESS 02 RESTROOM 05 RESTROOM 06 HALL 03 CENTER COMMUNITY 07 MECH/STORAGE 08 ROOM PACKAGE 04 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b KEYED NOTES PROVIDE LUXER DOOR ACCESS-CONTROLLER, SEE DOOR SCHEDULE ON A0.5b RECESSED TRASH RECEPTACLE, SEE INTERIOR ELEVATIONS AND SPECS. SURFACE MOUNTED HAND DRYER, SEE INTERIOR ELEVATIONS AND SPECS. BABY CHANGING STATION, SEE INTERIOR ELEVATIONS AND SPECS. HEAVY DUTY ADJUSTABLE METAL SHELVING, 18" DEEP AND 24" DEEP SHELVES, SEE INTERIOR ELEVATIONS AND SPECS. 3 A8.3b 4 A8.3b 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE FIRST LEVEL CODE PLAN - COMMUNITY BUILDING SCALE :1 First Level Code Plan 1/4" = 1'-0" Community Building LEGEND - CODE PLANS - ALL SHEETS CONSTRUCTION/SYMBOL DESIGNATION ROOM NAME ROOM NUMBER INDICATES TYPE A OR B UNIT - SEE FLOOR PLANS FOR MORE INFO WALL, BARRIER OR PARTITION 0.5 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT PATHWAY WALL, BARRIER OR PARTITION 1 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES WALL, BARRIER OR PARTITION 2 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES FIRE SEPARATION DISTANCE LINE ACCESSIBLE ROUTE FIRE DEPARTMENT HOSE CONNECTION (FDC) LOCATION PER LOCAL AHJ. G.C. REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. FDC ELEVATOR KNOX BOX LOCATION REQUIRED. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. EXIT HATCH DESIGNATIONS PROPERTY LINE KNOX BOX LOCATION PER LOCAL AHJ. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. KNOX SETBACK LINE INDICATES COMMON PATH OF EGRESS TRAVEL DISTANCE. OCCUPANT LOAD AT EGRESS XXX' (1) HOUR RATED CEILING ABOVE - SEE A0.2 ASSEMBLIES ELEV KNOX GROUP R-2 (IBC 310) GROUP S-2 (IBC 311) (1) HOUR RATED CEILING NO PENETRATIONS ROOF HERE - SEE A0.2 ASSEMBLIES CLASS I STANDPIPE LOCATION (VERIFY EXACT CLASS, LOCATIONS & QUANTITIES W/ LOCAL AHJ) - DEFFERED SUBMITTAL; SEE CODE PLANS. PROPOSED RECESS MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION, SEE SPEC. REQ'D AT EACH COMMON AREA, EACH FLOOR. GENERAL CONTRACTOR REQUIRED TO VERIFY EXACT LOCATIONS & QUANTITIES W/ LOCAL AHJ PRIOR TO PURCHASE. STRUCTURAL COLUMNS, SEE STRUCTURAL DRAWINGS. PFE PFE PROPOSED SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY EXACT LOCATIONS, SIZES, & QUANTITIES W/ LOCAL MISSOULA AHJ PRIOR TO BID, PURCHASE AND INSTALLATION. ROOM2 ROOM1 RM# XXX'INDICATES EXTERIOR EXIT ACCESS TRAVEL DISTANCE XXX OCCUPANT LOAD NO PENETRATIONS IN ROOF ALLOWED WITHIN THIS AREA; 4-0" ON EACH SIDE OF 2 HOUR WALL. SEE CODE WALL SECTION. G.C. TO FIELD VERIFY! XXX EXTINGUISHER FIRE HOSE FIRE ALARM FIRE ALARM WALL, BARRIER OR PARTITION 3 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT EMERGENCY EXIT SIGNAGE, SEE ELECTRICAL PLANS XXX XXX XXX XXX 20 20X30 ATTIC ACCESS, SEE DETAIL 5/A7.1c, COORDINATE WITH STRUCTURAL DRAFT STOPPING IN HORIZONTAL ASSEMBLY BELOW IN LINE WITH WALL AS SHOWN, SEE SECTIONS AND DETAILS FOR LOCATIONS WHERE DRAFTSTOPPING IS PROVIDED BY WALLS CONTINUING INTO HORIZONTAL CAVITIES. SEE D-1 & D-2 ON A0.2 RATED HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. GENERAL NOTES - FIRE SUPPRESSION A.A FIRE SPRINKLER SYSTEM IS REQUIRED. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE MOST CURRENT ADOPTED IFC, & THE MOST CURRENT ADOPTED EDITION OF THE NFPA 13R (OR PER AHJ) B.A FIRE SPRINKLER CONTRACTOR LICENSED TO WORK IN THE AHJ SHALL SUBMIT PLANS TO THE FIRE MARSHAL AND DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DESIGN TEAM WITH A SUBMITTAL CONTAINING THE AHJ APPROVAL & ALL DRAWINGS & MATERIALS TO BE USED IN THE FORM OF A SUBMITTAL. C.COORDINATE ALL STEEL PIPING W/ OTHER TRADES PRIOR TO STARTING CONSTRUCTION. G.C. REQ'D TO VERIFY COORDINATION WITH OTHER TRADES & MOVE COMPONENTS IF NECESSARY. PLUMBING LOCATIONS, ELECTRICAL LOCATIONS, STRUCTURAL LOCATIONS, & MECHANICAL LOCATIONS TO SUPERSEDE FIRE SPRINKLER LOCATIONS. FIRE SPRINKLER CONTRACTOR REQUIRED TO MEET ALL CODE REQUIREMENTS AROUND OTHER TRADES. D.CONTRACTOR WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET W/ A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13R W/ THE APPROPRIATE HEAD WRENCH FOR EACH HEAD USED, VERIFY. E.DRAINS WILL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NFPA 13R. F.ALL PAINTING, IF REQUIRED, WILL BE DONE BY OTHERS. G.MAIN PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R; IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY W/ LOCAL AHJ WHERE DRY PRESSURIZED AIR HEADS VS WET HEADS ARE REQUIRED. BRANCH LINE PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R. H.PROVIDE & INSTALL WHITE POLYESTER RESIDENTIAL PENDANT SPRINKLER HEAD. I.PROVIDE & INSTALL ALL CONNECTORS, FITTINGS, HANGERS, ETC. J.IF THIS PROJECT HAS EXPOSED FIRE SUPPRESSION - STEEL REQUIRED; PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT APPROVAL. K.PROVIDE FUSIBLE LINK HEAD. UPRIGHT HEADS ARE IN THE CORRIDORS & DOWN OR SIDEWALL WITHIN THE UNITS -REQUIRED. L.PROVIDE BACKFLOW PREVENTOR AT FIRE RISER PER LOCAL AHJ REQUIREMENTS GENERAL NOTES - CODE INFO A.SEE A0.2 SCHEDULES FOR VERTICAL & HORIZONTAL ASSEMBLIES. B.ALL FIRE SUPPRESSION INCLUDING FIRE EXTINGUISHERS & CABINETS TO BE DESIGN BUILD. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR REQUIREMENTS, QUANITIES, SIZING & PERMITTING. C.SEE A0.2s FOR PENETRATION REQUIREMENTS AT RATED ASSEMBLIES. ALL PLUMBING, STRUCTURAL & MECHANICAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE FIRE CAULKED. D.PROVIDE & INSTALL THE APPROVED FIRE DEPARTMENT CONNECTION LOCATION ON THE FACE OF BLDG AT THE LOCATION APPROVED BY LOCAL AHJ. CODE PLANS SHOW PROPOSED LOCATION BUT NOT CONFIRMED WITH AHJ. GENERAL CONTRACTOR & SUBCONTRACTOR REQUIRED TO COORDINATE THIS INFORMATION WITH THE FIRE SPRINKLER CONTRACTOR. E.PROVIDE & INSTALL A "FIRE EQUIPMENT" SIGN TO IDENTIFY THE ROOM CONTAINING THE FIRE RISER. SEE SIGNAGE PLAN. F.COORDINATE W/ THE FIRE ALARM CONTRACTOR TO PROVIDE APPROPRIATE SUPERVISION / NOTIFICATION UPON ACTIVATION OF THE WATER FLOW ALARM & TAMPER SWITCHES. G.THE UNDERGROUND SUPPLY SHALL BE INSTALLED IN ACCORDANCE WITH 2010 H.NFPA 13R CHAPTER 9. ACCEPTANCE TESTING, INCLUDING A HYDROTEST, IS TO BE WITNESSED BY THE FIRE MARSHAL OR FIRE INSPECTOR PRIOR TO CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO COORDINATE. I.PROVIDE & INSTALL COMBINATION HARD WIRE CARBON MONOXIDE DETECTOR IN EVERY DWELLING UNIT IN HALL OUTSIDE OF BEDROOMS. PROVIDE & INSTALL HARD WIRED SMOKE DETECTORS IN EACH BEDROOM IN ALL DWELLING UNITS. COORDINATE ALL DETECTORS WITH FIRE ALARM NOTIFICATION PER ELECTRICAL DRAWINGS. J.SEE CODE PLANS FOR ADDITIONAL INFORMATION & REQUIREMENTS. K.SEE STRUCTURAL FOR ALL CONCRETE SLAB CONTROL JOINTS. L.IF RECESSED PORTABLE FIRE EXTINGUISHER IS ON A RATED WALL, G.C. MUST BUILD A FIRE RATED BOX TO RECESS INTO THE WALL w/ EXACT NUMBER OF 5/8" TYPE 'X' SHEETS IN ASSEMBLY. M.ALL EXPOSED DUCTS, RECIRC. LINES, WATER LINES, ETC. TO BE KEPT TIGHT TO WALLS AND CLT AND JACKETED Building C - Gross Square Feet = 2,049 GSF (Does not include the Patio) BLDG C GROSS = 2,049 SF AREA TOTAL OCC LOAD = 80 OCC N EXERCISE ROOM GROSS = 312 SF 50 GROSS/OCC 7 OCCUPANTS ALL OCC CLASS: A-3 ACCESSORY GROSS = 104 SF 300 GROSS/OCC 1 OCCUPANT SMALL ASSEMBLY SPACE GROSS = 240 SF 150 GROSS/OCC 2 OCCUPANTS ASSEMBLY - UNCONCENTRATED NET = 273 sf 15 NET/OCC 19 OCCUPANTS 56'-2" 0 D I A G O N A L = 4 8 ' - 8 " ASSEMBLY - UNCONCENTRATED NET = 991 SF 15 NET/OCC 67 OCCUPANTS BUSINESS GROSS = 244 SF 150 GROSS/OCC 2 OCCUPANTS ACCESSORY MECH GROSS = 110 SF 300 GROSS/OCC 1 OCCUPANT 61'-0" EX I T EX I T EX I T EX I T 0 PFE PFE EXIT EXIT EXIT EXIT KNOX FACP FACP FIRE ALARM CONTROL PANEL, TO BE LOCATED PER AHJ AS REQUIRED IN THE DEFERRED SUBMITTALHARD WIRED SMOKE DETECTORS ARE REQUIRED. AUDIBLE & VISABLE ALARMS ARE REQUIRED. AHJ WILL REVIEW AND PROVIDE COMMENTS AS PART OF THE SUB CONTRACTORS DEFERRED SUBMITTAL. SMOKE DETECTION NOTIFICATION AND MONITORING IS REQUIRED. ATTIC ACCESS ATTIC ACCESS ATTIC ACCESS A0.1Cc 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I 1 A4.6 4 A4.6 2 A4.6 3 A4.6 3: 1 2 DS DS DS DS DS DSDS DS 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b RIDGE VENT RIDGE VENT RIDGE VENTRIDGE VENT 3 A8.3b 4 A8.3b ROOF CODE PLAN - COMMUNITY BUILDING SCALE :1 Roof Code Plan 1/4" = 1'-0" Community Building LEGEND - CODE PLANS - ALL SHEETS CONSTRUCTION/SYMBOL DESIGNATION ROOM NAME ROOM NUMBER INDICATES TYPE A OR B UNIT - SEE FLOOR PLANS FOR MORE INFO WALL, BARRIER OR PARTITION 0.5 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT PATHWAY WALL, BARRIER OR PARTITION 1 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES WALL, BARRIER OR PARTITION 2 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES FIRE SEPARATION DISTANCE LINE ACCESSIBLE ROUTE FIRE DEPARTMENT HOSE CONNECTION (FDC) LOCATION PER LOCAL AHJ. G.C. REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. FDC ELEVATOR KNOX BOX LOCATION REQUIRED. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. EXIT HATCH DESIGNATIONS PROPERTY LINE KNOX BOX LOCATION PER LOCAL AHJ. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. KNOX SETBACK LINE INDICATES COMMON PATH OF EGRESS TRAVEL DISTANCE. OCCUPANT LOAD AT EGRESS XXX' (1) HOUR RATED CEILING ABOVE - SEE A0.2 ASSEMBLIES ELEV KNOX GROUP R-2 (IBC 310) GROUP S-2 (IBC 311) (1) HOUR RATED CEILING NO PENETRATIONS ROOF HERE - SEE A0.2 ASSEMBLIES CLASS I STANDPIPE LOCATION (VERIFY EXACT CLASS, LOCATIONS & QUANTITIES W/ LOCAL AHJ) - DEFFERED SUBMITTAL; SEE CODE PLANS. PROPOSED RECESS MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION, SEE SPEC. REQ'D AT EACH COMMON AREA, EACH FLOOR. GENERAL CONTRACTOR REQUIRED TO VERIFY EXACT LOCATIONS & QUANTITIES W/ LOCAL AHJ PRIOR TO PURCHASE. STRUCTURAL COLUMNS, SEE STRUCTURAL DRAWINGS. PFE PFE PROPOSED SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY EXACT LOCATIONS, SIZES, & QUANTITIES W/ LOCAL MISSOULA AHJ PRIOR TO BID, PURCHASE AND INSTALLATION. ROOM2 ROOM1 RM# XXX'INDICATES EXTERIOR EXIT ACCESS TRAVEL DISTANCE XXX OCCUPANT LOAD NO PENETRATIONS IN ROOF ALLOWED WITHIN THIS AREA; 4-0" ON EACH SIDE OF 2 HOUR WALL. SEE CODE WALL SECTION. G.C. TO FIELD VERIFY! XXX EXTINGUISHER FIRE HOSE FIRE ALARM FIRE ALARM WALL, BARRIER OR PARTITION 3 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT EMERGENCY EXIT SIGNAGE, SEE ELECTRICAL PLANS XXX XXX XXX XXX 20 20X30 ATTIC ACCESS, SEE DETAIL 5/A7.1c, COORDINATE WITH STRUCTURAL DRAFT STOPPING IN HORIZONTAL ASSEMBLY BELOW IN LINE WITH WALL AS SHOWN, SEE SECTIONS AND DETAILS FOR LOCATIONS WHERE DRAFTSTOPPING IS PROVIDED BY WALLS CONTINUING INTO HORIZONTAL CAVITIES. SEE D-1 & D-2 ON A0.2 RATED HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. GENERAL NOTES - FIRE SUPPRESSION A.A FIRE SPRINKLER SYSTEM IS REQUIRED. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE MOST CURRENT ADOPTED IFC, & THE MOST CURRENT ADOPTED EDITION OF THE NFPA 13R (OR PER AHJ) B.A FIRE SPRINKLER CONTRACTOR LICENSED TO WORK IN THE AHJ SHALL SUBMIT PLANS TO THE FIRE MARSHAL AND DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DESIGN TEAM WITH A SUBMITTAL CONTAINING THE AHJ APPROVAL & ALL DRAWINGS & MATERIALS TO BE USED IN THE FORM OF A SUBMITTAL. C.COORDINATE ALL STEEL PIPING W/ OTHER TRADES PRIOR TO STARTING CONSTRUCTION. G.C. REQ'D TO VERIFY COORDINATION WITH OTHER TRADES & MOVE COMPONENTS IF NECESSARY. PLUMBING LOCATIONS, ELECTRICAL LOCATIONS, STRUCTURAL LOCATIONS, & MECHANICAL LOCATIONS TO SUPERSEDE FIRE SPRINKLER LOCATIONS. FIRE SPRINKLER CONTRACTOR REQUIRED TO MEET ALL CODE REQUIREMENTS AROUND OTHER TRADES. D.CONTRACTOR WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET W/ A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13R W/ THE APPROPRIATE HEAD WRENCH FOR EACH HEAD USED, VERIFY. E.DRAINS WILL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NFPA 13R. F.ALL PAINTING, IF REQUIRED, WILL BE DONE BY OTHERS. G.MAIN PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R; IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY W/ LOCAL AHJ WHERE DRY PRESSURIZED AIR HEADS VS WET HEADS ARE REQUIRED. BRANCH LINE PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R. H.PROVIDE & INSTALL WHITE POLYESTER RESIDENTIAL PENDANT SPRINKLER HEAD. I.PROVIDE & INSTALL ALL CONNECTORS, FITTINGS, HANGERS, ETC. J.IF THIS PROJECT HAS EXPOSED FIRE SUPPRESSION - STEEL REQUIRED; PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT APPROVAL. K.PROVIDE FUSIBLE LINK HEAD. UPRIGHT HEADS ARE IN THE CORRIDORS & DOWN OR SIDEWALL WITHIN THE UNITS -REQUIRED. L.PROVIDE BACKFLOW PREVENTOR AT FIRE RISER PER LOCAL AHJ REQUIREMENTS GENERAL NOTES - CODE INFO A.SEE A0.2 SCHEDULES FOR VERTICAL & HORIZONTAL ASSEMBLIES. B.ALL FIRE SUPPRESSION INCLUDING FIRE EXTINGUISHERS & CABINETS TO BE DESIGN BUILD. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR REQUIREMENTS, QUANITIES, SIZING & PERMITTING. C.SEE A0.2s FOR PENETRATION REQUIREMENTS AT RATED ASSEMBLIES. ALL PLUMBING, STRUCTURAL & MECHANICAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE FIRE CAULKED. D.PROVIDE & INSTALL THE APPROVED FIRE DEPARTMENT CONNECTION LOCATION ON THE FACE OF BLDG AT THE LOCATION APPROVED BY LOCAL AHJ. CODE PLANS SHOW PROPOSED LOCATION BUT NOT CONFIRMED WITH AHJ. GENERAL CONTRACTOR & SUBCONTRACTOR REQUIRED TO COORDINATE THIS INFORMATION WITH THE FIRE SPRINKLER CONTRACTOR. E.PROVIDE & INSTALL A "FIRE EQUIPMENT" SIGN TO IDENTIFY THE ROOM CONTAINING THE FIRE RISER. SEE SIGNAGE PLAN. F.COORDINATE W/ THE FIRE ALARM CONTRACTOR TO PROVIDE APPROPRIATE SUPERVISION / NOTIFICATION UPON ACTIVATION OF THE WATER FLOW ALARM & TAMPER SWITCHES. G.THE UNDERGROUND SUPPLY SHALL BE INSTALLED IN ACCORDANCE WITH 2010 H.NFPA 13R CHAPTER 9. ACCEPTANCE TESTING, INCLUDING A HYDROTEST, IS TO BE WITNESSED BY THE FIRE MARSHAL OR FIRE INSPECTOR PRIOR TO CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO COORDINATE. I.PROVIDE & INSTALL COMBINATION HARD WIRE CARBON MONOXIDE DETECTOR IN EVERY DWELLING UNIT IN HALL OUTSIDE OF BEDROOMS. PROVIDE & INSTALL HARD WIRED SMOKE DETECTORS IN EACH BEDROOM IN ALL DWELLING UNITS. COORDINATE ALL DETECTORS WITH FIRE ALARM NOTIFICATION PER ELECTRICAL DRAWINGS. J.SEE CODE PLANS FOR ADDITIONAL INFORMATION & REQUIREMENTS. K.SEE STRUCTURAL FOR ALL CONCRETE SLAB CONTROL JOINTS. L.IF RECESSED PORTABLE FIRE EXTINGUISHER IS ON A RATED WALL, G.C. MUST BUILD A FIRE RATED BOX TO RECESS INTO THE WALL w/ EXACT NUMBER OF 5/8" TYPE 'X' SHEETS IN ASSEMBLY. M.ALL EXPOSED DUCTS, RECIRC. LINES, WATER LINES, ETC. TO BE KEPT TIGHT TO WALLS AND CLT AND JACKETED 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE PROJECT ASSEMBLIES - COMMUNITY A0.2b WALL TYPE ASSEMBLIES -EXTERIOR HORIZONTAL ASSEMBLIES NOTES: - SEE STRUCTURAL FOR SHEARWALLS - SEE A0.4 FOR AIR SEALING - SEE ELEVATIONS FOR LOCATIONS OF DIFFERENT SIDING TYPES. - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY INSULATION COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL STILL MEET OR EXCEED PROJECT REQUIREMENTS AS LISTED IN ENERGY SUMMARY BELOW. NOTES: - SEE A0.4 FOR AIR SEALING - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY INSULATION COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL STILL MEET OR EXCEED PROJECT REQUIREMENTS AS LISTED IN ENERGY SUMMARY BELOW. -SEE ELEVATIONS FOR SIDING INSTALL REQUIREMENTS -AIR INFILTRATION BARRIER -WALL SHTG PER STRUCT. -2x6 STUDS @ 16"O.C. -R20 BATT INSULATION (REQ'D BY EA) -VAPOR RETARDER -5/8" GYP BD -TAPE, TEXTURE, PAINT EXTERIOR WALL CONSTRUCTION (R-20 MIN)E-1 (VERIFY WITH EXTERIOR ELEVATIONS FOR SIDING TYPE CHANGES) WALL TYPE ASSEMBLIES-INTERIOR NOT USEDI-A NOTES: - SEE STRUCTURAL FOR SHEARWALLS - SEE A0.4 FOR AIR SEALING - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL MEET OR EXCEED REQUIRED FIRE RATING AND STC RATING LISTED BELOW. HORIZONTAL ASSEMBLIES NOTES: - SEE A0.4 FOR AIR SEALING - CONTRACTORS MAY SUBMIT SUBSTITUTIONS FOR ASSEMBLY INSULATION COMPONENTS TO ARCHITECT FOR APPROVAL, PROVIDED THE ASSEMBLY WILL STILL MEET OR EXCEED PROJECT REQUIREMENTS AS LISTED IN ENERGY SUMMARY ON A0.4. ROOF CONSTRUCTION (NON RATED) COMMUNITY BUILDING ONLYR-1 F-6 SLAB ON GRADE - PATIO (SIM @ Pavilion, Mail Kiosk and Bike Storage) -4" CONCRETE SLAB ON GRADE, SEE STRUCT -SUBGRADE PER GEOTECH REPORT FOR BELOW SLAB REQUIREMENTS. NOTE: REBAR PIN SLAB TO FOUNDATION PER STRUC (SIZE & SPACING) SLAB ON GRADE (R-10 MIN @ PERIMETER)F-1 I-B NOT USED 2x6 INTERIOR WALL 2x4 INTERIOR WALL -1/2" GYP. BD. 2x6 STUDS @ 16" O.C. -1/2" GYP. BD. -TAPE, TEXTURE, PAINT BOTH SIDES I-C I-D NOT USEDI-E 2X4 2X6 -FLOOR FINISH, SEE FINISH SCHEDULE AND SPECS. -CONCRETE SLAB ON GRADE, SEE STRUCTURAL DWGS. -10 MIL VAPOR BARRIER, WRAP UP FNDN WALL, OVERLAP SEAMS AND SEAL AS REQD BY THE EPA RADON MITIGATION TECHNIQUE -6" CLEAN ABC COMPACTION TESTED GRAVEL; -SUBGRADE PER REV GEOTECH REPORT FOR BELOW SLAB REQUIREMENTS. -PASSIVE RADON SYSTEM PER RADON MITIGATION CONTRACTOR, SEE RADON DETAIL E-# VARIES, SEE FLOOR PLANS 8" VE R I F Y SEE CIVIL DRAWINGS (8" PER IBC) SEE STRUCTURAL FOR FOUNDATION -1/2" GYP. BD. 2x4 STUDS @ 16" O.C. -1/2" GYP. BD. -TAPE, TEXTURE, PAINT BOTH SIDES (STC 38 PER NATIONAL GYPSUM - THE SOUND BOOK) (NONRATED, NON LOAD BEARING) - GENERIC (STC 38 PER NATIONAL GYPSUM - THE SOUND BOOK) (NONRATED, NON LOAD BEARING) - GENERIC I-F NOT USED NOT USEDE-2 I-G NOT USED F-1 DAMPPROOFING DWELLING UNITEXTERIOR 1- 2 " M I N EN E R G Y H E E L SE E A L L T R U S S P R O F I L E S -30 YEAR ASPHALT SHINGLES, INSTALL PER MANUFACTURER REQUIREMENTS -ICE AND WATER SHIELD AS REQ'D, 3'-0" AROUND PERIMETER (SEE ROOF PLAN) -ROOF SHEATHING SPAN RATED OSB, SEE STRUCTURAL -PRE-MANUF ROOF TRUSSES @ 24" O.C. -MIN R38 BATT INSULATION (REQ'D BY EA) -(1) LAYER 5/8" GYP BD VENTED BLOCKING SEE STRUCTURAL TRIM SIM @ RAKE DRIP EDGE K STYLE GUTTER INSULATION BAFFLE CONTINUOUS METAL VENTED SOFFIT SEE DETAIL 1/A8.3b FOR ADDITIONAL INFORMATION OF EAVE DETAIL METAL FASCIA 12 SEE PLAN NOT USEDF-2 NOT USEDF-3 NOT USEDF-4 NOT USEDF-5 ROOF CONSTRUCTION (NON RATED) COMMUNITY BUILDING ONLYR-2 -30 YEAR ASPHALT SHINGLES, INSTALL PER MANUFACTURER REQUIREMENTS -ICE AND WATER SHIELD AS REQ'D, 3'-0" AROUND PERIMETER (SEE ROOF PLAN) -ROOF SHEATHING SPAN RATED OSB, SEE STRUCTURAL -PRE-MANUF ROOF TRUSSES @ 24" O.C. -MIN R38 BATT INSULATION (REQ'D BY EA) -(1) LAYER 5/8" GYP BD VENTED BLOCKING SEE STRUCTURAL TRIM SIM @ RAKE DRIP EDGE K STYLE GUTTER INSULATION BAFFLE CONTINUOUS METAL VENTED SOFFIT SEE DETAIL 1/A8.3b FOR ADDITIONAL INFORMATION OF EAVE DETAIL METAL FASCIA 12 SEE PLAN 1' - 6 " (1 - 2 " M I N E N E R G Y H E E L ) SE E A L L T R U S S P R O F I L E S RA1 * ADDS FRICTION FIT SOUND INSULATION * ADDS FRICTION FIT SOUND INSULATIONI-D* * ADDS FRICTION FIT SOUND INSULATION * ADDS FRICTION FIT SOUND INSULATIONI-C* -SEE ELEVATIONS FOR SIDING INSTALL REQUIREMENTS -AIR INFILTRATION BARRIER -WALL SHTG PER STRUCT. -2x8 STUDS @ 16"O.C. -R20 BATT INSULATION (REQ'D BY EA) -VAPOR RETARDER -5/8" GYP BD -TAPE, TEXTURE, PAINT EXTERIOR WALL CONSTRUCTION (R-20 MIN)E-4 (VERIFY WITH EXTERIOR ELEVATIONS FOR SIDING TYPE CHANGES) 2X6 2X8 NOT USEDE-3 (1) LAYER OF R-10 RIGID INSULATION EXTENDING TO A DEPTH OF 4 FEET AT EXTERIOR WALLS ONLY (REQ'D BY EA) 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE VARIES F-1 RA1 E-1 F,J,Q A0.4 L,O A0.4 SEE FOUNDATION PLAN A A0.4 12 " M I N . P E R W C D A RE Q U I R E M E N T S 1,2&3 A8.2 SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. 8 S4.2 K,H A0.4 R-1 1 A8.3 FIRE BARRIER SCALE :1 1/2" = 1'-0" TYPICAL EXTERIOR WALL - COMMUNITY BUILDING NOTE: ALL BUILDING ASSEMBLIES REQUIRE WORK SHOWN ON A0.4 IN IT’S ENTIRITY A0.3b AIR BARRIER A.IECC & OWNER REQUIREMENTS INDICATED BELOW: BASED ON PROJECT REQUIREMENTS: CLIMATE ZONE 6 B.THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: SEE A0.4 -ALL JOINTS, SEAMS AND PENETRATIONS -SITE BUILT WINDOWS, DOORS AND SKYLIGHTS -OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING -UTILITY PENETRATIONS -DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE- -KNEE WALLS -WALLS AND CEILING SEPARATING A GARAGE FROM CONDITIONED SPACES -BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS -COMMON WALLS BETWEEN DWELLING UNITS -ATTIC ACCESS OPENINGS -RIM JOIST JUNCTION -ALL OTHER SOURCES OF INFILTRATION GENERAL WALL & BUILDING SECTIONS NOTES A.SEE A0.2 FOR ALL HORIZONTAL & VERTICAL ASSEMBLIES. B.SEE A0.2 FOR ALL FIRE BLOCKING & DRAFTSTOPPING DETAILS. C.SEE A0.2 FOR ALL RADON REQUIREMENTS. SEE ALSO MECH & ELEC DRAWINGS FOR COORDINATION OF REQUIREMENTS. D.SEE STRUCTURAL FOR ALL SHEARWALL LOCATIONS. E.ALL EXPOSED CONCRETE IS REQUIRED TO BE DAMPPROOFED, SEE SPEC. F.SEE A0.2 FOR ASSEMBLY PENETRATION SCHEDULE. GENERAL REQUIRED TO COORDINATE ALL TRADES. G.ALL WORK TO BE IN COMPLIANCE W/ CODE. H.SEE A0.4 FOR 2015 IECC AIR SEALING LOCATIONS & REQUIREMENTS. ASSEMBLY PENETRATION SEE CHART A0.1c. ALL PENETRATIONS ARE TO BE PROTECTED EVEN IF NOT INDICATED IN CHART. SEE EACH DISCIPLINE DRAWINGS. REQUIRED WORK ·SEE A0.1 SHEETS FOR CODE NARRATIVE PATH. ·SEE A0.1c FOR FIRE BLOCKING DETAILS. FIRE BLOCKING REQUIRED AT 10'-0" ABOVE FINISHED FLOOR ALL WALLS ENTIRE PROJECT WHERE OCCURS. ·SEE A0.1c FOR ASSEMBLY PENETRATION SCHEDULE REQUIREMENTS. ·SEE A0.4 FOR ALL AIR SEALING (CAULKING, SEALING, GASKETING) DETAILS REQUIRED THROUGHOUT THE PROJECT. GEOTECHNICAL NOTES 1.SEE GEOTECHNICAL REPORT WITHIN REPORT. 2.SEE CIVIL DRAWINGS FOR FURTHER GEOTECHNICAL REQUIREMENTS (I.E. SLOPES, SUMPS, ETC.) LEGEND - WALL SECTIONS SEALANT REQUIRED AT ALL PENETRATIONS EXISTING & NEW. AIR INFILTRATION BARRIER: AT ALL LOCATIONS MUST BE TYVEK DRAIN WRAP VAPOR RETARDER: CLASS 1 PERM LESS THAN OR EQUAL TO 0.1 l/(s-m2)@75 Pa CODE WALL SECTIONS & AIR BARRIER REQUIREMENTS - COMMUNITY 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE REQUIRED BY THIS PROJECT A.AIR BARRIER AND THERMAL BARRIER EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. B.CEILING / ATTIC AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION, AND ANY GAPS ARE SEALED. ATTIC ACCESS (EXCEPT UNVENTED ATTIC-NOT SHOWN). SHALL BE SEALED. C.WALLS, CORNERS AND HEADERS ARE INSULATED. D.WINDOWS AND DOORS. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. SEE DOOR/WINDOW DETAILS. E.RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. INSULATION IS INSTALLED TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDE OF SUBFLOOR DECKING. AIR BARRIER IS INSTALLED AT ANY EXPOSED EDGE OF INSULATION. F.PT SLAB DECK ABOVE PARKING GARAGE. PT WOOD PLATE MUST BE USED. CAULK DRYWALL TO CONCRETE. ONLY WHEN APPLICABLE TO PROJECT. G.CRAWL SPACE WALLS INSULATION IS PERMANENTLY ATTACHED TO WALLS. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. H.SHAFTS, PENETRATIONS, UTILITY PENETRATIONS, KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE ARE SEALED. I.BATTS IN NARROW CAVITIES ARE CUT TO FIT, OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN INSULATION. (NOT SHOWN) J.SILL SEAL. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. K.RECESSED LIGHT FIXTURES, DRYER VENTS, AND EXHAUST VENTS ARE AIR TIGHT, AND SEALED TO DRYWALL. L.PLUMBING AND WIRING. PLACE INSULATION TO EXTERIOR SIDE OF WIRING AND PIPES. BATT INSULATION IS CUT TO FIT AROUND WIRING AND PLUMBING. INSULATION TO EXTEND BEHIND PIPING AND WIRING. M.SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM THE EXTERIOR WALL. N.ELECTRICAL PANEL / RECEPTACLES ON EXTERIOR WALLS AIR BARRIER EXTENDS BEHIND BOXES, OR AIR SEALED-TYPE BOXES ARE INSTALLED. O.ACOUSTICAL SEALANT AT ALL WALLS, TOP AND BOTTOM & CORNERS OF DRYWALL ENTIRE PERIMETER. EXTEND INSULATION BEHIND DEVICE. NO BACK TO BACK DEVICES IN SAME FRAMING CAVITY ALLOWED. P.HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. (NOT SHOWN). Q.SEAL DRYWALL @ CEILING TO WALL & SEAL @ DRYWALL BOTTOM @ FLOOR. KEYED NOTES & GENERAL CONCEPTS ELECTRICAL PANEL BOX, AIR BARRIER SHALL EXTEND BEHIND BOX IF ON EXTERIOR WALL OR AIR-SEAL BOX AT ANY INTERIOR WALL LOCATION, ENTIRE PERIMETER. INSULATE CORNERS INSULATED EXTERIOR WALL CAULK- SEAL LIGHTS AND BATH VENT FANS TO CEILING DRYWALL CAULK FAN OR DUCT TERMINATION VENTED THROUGH EXTERIOR WALL SEALED AT PENETRATION WINDOW SEALED INTO ROUGH OPENING USING BACKER ROD OR CLOSED CELL FOAM SEAL GAP BETWEEN ELECTRICAL BOX AND DRYWALL CAULK SEAL WIRING AND PLUMBING PENETRATIONS RIGID INSULATION SEE PLANS FOR REQUIREMENTS IF FLOOR JOIST OVER CRAWL OR UNIT TO UNIT IF SLAB ON GRADE OR PT DECK OVER PARKING GARAGE STUD BOTTOM PLATE WALL SUB FLOOR P.T. SILL PLATE SILL SEAL CONC FOUNDATION RIGID INSULATION FLOOR SYSTEM CAULK CAULK WALL STUDCAULK P.T. SILL BOTTOM WALL PLATE CONCRETE FOUNDATION SILL SEAL SILL SEAL CAULK CAULK CAULK CAULK FOAM OPENINGS AND WIRE SECTION VIEW FRONT FACE VIEW PT DECK, SEE STRUC 1/2" MIN. TO 1" SPRAY FOAM CAULK PENETRATION OF FIRE SPRINKLER (ALL LOCATIONS) IF APPLICABLE FIRE STOP CAULK, BOTH SIDES FIRE STOP @ UPPER FLOORS CAULK, BOTH SIDES 4"4" 1/2" MIN. TO 1" SPRAY FOAM CAULK OR FOAM INFILL HOLE CAULK SIMILAR SEAL "VENTS" FOAM OPENINGS AND WIRE FOAM BOX OPENING SEAL UNDER THRESHOLD CAULK BOTTOM PLATE WALL SUB FLOOR, SEE STRUC CLOSED SPRAY FOAM RIM OR INSULATION FLOOR SYSTEM RIM, SEE STRUC STUD GYPCRETE, SEE SPEC ACCOUSTICAL SEALANT AT ALL SOUND WALLS! ATTIC OR FLOOR AREA CRAWLSPACE OR FLOOR AREA MECH CEILING PENETRATIONS EXT WALL PENETRATIONS PLUMBING PENETRATIONS ELECT PANEL PARTY WALL AT FLOOR PARTY WALL AT CEILING PT DECK TO FDN RIM JOIST - PERP SHOWN RIM JOIST - PARALLEL SHOWN AIR BARRIER EXTENDS BEHIND BOXES CAULK GYPCRETE, SEE SPEC SCALE :K SEALING DETAIL N.T.S. ELECT CEILING PENETRATIONS SCALE :K SEALING DETAIL N.T.S. SCALE :K SEALING DETAIL N.T.S.N SCALE :N SEALING DETAIL N.T.S. SCALE :N SEALING DETAIL N.T.S. SCALE :1 TYPICAL AIR SEALING 3D WALL DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE :J SEALING DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE : Q SEALING DETAIL N.T.S. SCALE :D SEALING DETAIL N.T.S. HL O O F EC EC E H ACCOUSTICAL SEALANT AT ALL SOUND WALLS! H K N F Q J D M Q C A J I PLAN VIEW ENERGY SUMMARY NOTE: SEE A7.1B FOR ACOUSTIC DETAILS 1,2 & 3 CLIMATE ZONE 5B MIN VALUES (2018 IECC): -CEILING/ROOF = R38 MIN -FENESTRATION = .38 MIN (.30 PROJECT - SEE SCHEDULES) -ENTRANCE DOORS = .77 -EXTERIOR WALLS = R-20 MIN -UNHEATED SLAB PERIMETER = R10 FROM TOP OF SLAB TO 24" BELOW GRADE A0.4 IECC BUILDING ENVELOPE & AIR SEALING REQUIREMENTS AIR BARRIER MATERIAL NOTES- G.C. RESPONSIBLE TO VERIFY R401 PER IECC R402.4.1.1 INSTALLATION THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS INDICATED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND THE CRITERIA INDICATED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. TABLE R402.4.1.1 AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General requirements A continuous air barrier shall be installed in the building envelope. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling or soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Walls The junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top of exterior walls shall be sealed. Knee walls shall be sealed. Cavities within corners and headers of frame walls shall be insulated by completely filling the cavity with a material having a thermal resistance, R-value, of not less than R-3 per inch. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights and doors The space between framing and skylights, and the jambs of windows and doors, shall be sealed. — Rim joists Rim joists shall include an exterior air barrier.b The junctions of the rim board to the sill plate and the rim board and the subfloor shall be air sealed. Rim joists shall be insulated so that the insulation maintains permanent contact with the exterior rim board.ᵇ Floors, including cantilevered floors and floors above garages The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking. Alternatively, floor framing cavity insulation shall be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extending from the bottom to the top of all perimeter floor framing members. Basement crawl space and slab foundations Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder/air barrier in accordance with Section R402.2.10. Penetrations through concrete foundation walls and slabs shall be air sealed. Class 1 vapor retarders shall not be used as an air barrier on below-grade walls and shall be installed in accordance with Section R702.7 of the International Residential Code. Crawl space insulation, where provided instead of floor insulation, shall be installed in accordance with Section R402.2.10. Conditioned basement foundation wall insulation shall be installed in accordance with Section R402.2.8.1. Slab-on-grade floor insulation shall be installed in accordance with Section R402.2.10. Shafts, penetrations Duct and flue shafts to exterior or unconditioned space shall be sealed. Utility penetrations of the air barrier shall be caulked, gasketed or otherwise sealed and shall allow for expansion, contraction of materials and mechanical vibration. Insulation shall be fitted tightly around utilities passing through shafts and penetrations in the building thermal envelope to maintain required R-value. Narrow cavities Narrow cavities of 1 inch or less that are not able to be insulated shall be air sealed. Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled with insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Insulated portions of the garage separation assembly shall be installed in accordance with Sections R303 and R402.2.7. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air sealed in accordance with Section R402.4.5. Recessed light fixtures installed in the building thermal envelope shall be airtight and IC rated, and shall be buried or surrounded with insulation. Plumbing, wiring or other obstructions All holes created by wiring, plumbing or other obstructions in the air barrier assembly shall be air sealed. Insulation shall be installed to fill the available space and surround wiring, plumbing, or other obstructions, unless the required R-value can be met by installing insulation and air barrier systems completely to the exterior side of the obstructions. Shower/tub on exterior wall The air barrier installed at exterior walls adjacent to showers and tubs shall separate the wall from the shower or tub. Exterior walls adjacent to showers and tubs shall be insulated. Electrical/phone box on exterior walls The air barrier shall be installed behind electrical and communication boxes. Alternatively, air-sealed boxes shall be installed. — HVAC register boots HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the subfloor, wall covering or ceiling penetrated by the boot. — Concealed sprinklers Where required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. — a.Inspection of log walls shall be in accordance with the provisions of ICC 400. b.Air barrier and insulation full enclosure is not required in unconditioned/ventilated attic spaces and at rim joists. T.O. WINDOW 7'-0" T.O. WINDOW 9'-0" T.O. WINDOW 7'-0" T.O. WINDOW 9'-0" WINDOW TYPES T.O. CONCRETE WINDOW SCHEDULE ACTUAL FRAME SIZES FOR VINYL // ALL WINDOWS ARE SHOWN IN BUILDING PLANS ONLY, NOT UNIT PLANS REQUIRED U-VALUE = 0.30 (E) = EGRESS WINDOW (T) = TEMPERED TYPE MARK DESCRIPTION WIDTH HEIGHT MATERIAL NOTESEGRESS A FIXED TRANSOM SEE BELOW SEE BELOW 3'-4" 2' - 0 " A B C D E GENERAL NOTES: 1.CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH MANUFACTURER. 2.WINDOW MANUFACTURER TO BE SELECTED BY OWNER. 3.THE INSTALLATION MUST BE APPROVED BY THE MANUFACTURER OF THE WINDOWS, GC IS REQUIRED TO INSTALL PER MANUF INSTRUCTIONS. 4.SEE WINDOW & DOOR DETAILS FOR TYP. WINDOW TRIM. 5.VERIFY ROUGH OPENING, JAMB DEPTH WITH SHEETS; ASSEMBLIES, FLOOR PLANS AND SECTIONS. 6.SEE SHEET A8.1 FOR EXTERIOR WINDOW HEAD, SILL & JAMB DETAILS. 7.SEE SHEET A7.1 FOR INTERIOR WINDOW HEAD, SILL & JAMB DETAILS. 8.SEE SHEET A8.1 FOR WRB DETAIL. 9.PROVIDE SCREENS. 10.ALL WINDOW CONTROLS / LATCHES IN ACCESSIBLE AREAS ARE WITHIN THE REQUIRED REACH RANGE, 15'-48" AFF. 11.ALL WINDOWS SHALL HAVE BLINDS, SEE SPEC. 12.SEE ALL KEYED NOTES IN WINDOW SCHEDULE. 13.SHGC = 0.40 KEYED NOTES: 1.G.C. TO VERIFY ROUGH OPENING SIZE PRIOR TO ORDERING 2.TEMPERED GLASS AS REQUIRED BY IBC, SEE GLAZING NOTES THIS SHEET 3.EGRESS WINDOW REQUIRED AT BEDROOM LOCATIONS. MINIMUM ONE EGRESS WINDOW REQUIRED PER BEDROOM 4.SEE WINDOW TYPES BELOW FOR MULLION DIMENSIONS 5.SEE BUILDING ELEVATIONS FOR LOCATION OF OPERABLE PART OF WINDOW. LOCATE OPERABLE PART OF WINDOW FARTHEST AWAY FROM MECHANICAL VENTS. G.C. TO VERIFY WITH MECHANICAL DRAWINGS PRIOR TO ORDERING 6.BASE BID = VPI FIBERGLASS WINDOWS. ALTERNATIVE = STOREFRONT WINDOWS. SEE COVERSHEET FOR ADDITIONAL ALTERNATIVE INFORMATION. TEMPERED 1 1 1 1 1 4 4 4 4 5 5 GLAZING NOTES: TEMPERED GLASS LOCATIONS PER IBC ·SWINGING DOORS. ·GLASS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC. ·EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ FT. ·BOTTOM EDGE LESS THAN 18" A.F.F. ·TOP EDGE GREATER THAN 36" A.F.F. ·ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF GLAZING. ·IN WALLS ENCLOSING STAIRWAYS, LANDINGS WITHIN 60" OF THE TOP AND BOTTOM OF STAIRWAYS WHERE GLASS IS LESS THAN 60" ABOVE WALKING SURFACE. EGRESS WINDOWS: MINIMUM NET CLEAR OPENING = 5.7 SQFT (EXCEPTION: GRADE FLOOR OPENINGS MINIMUM = 5.0 SQFT) MINIMUM NET CLEAR OPENING HEIGHT ≥ 24" MINIMUM NET CLEAR OPENING WIDTH ≥ 20" MAXIMUM SILL HEIGHT ABOVE FINISH FLOOR = 44" # DOOR AND WINDOW FIRE RATING: 716.5 DOORS IN EXIT BALCONY/ CORRIDOR TO BE 20 MIN. RATED (EXCEPT WHERE BETWEEN TWO STAIRS). 716.6 WINDOWS IN RATED EXTERIOR/CORRIDOR WALLS TO BE 20 MIN. RATED (EXCEPT WHERE BETWEEN TWO STAIRS). DOOR TYPES SUBFLOOR DOOR SCHEDULE SEE ENLARGED FLOOR PLANS AND UNIT PLANS FOR DOOR LOCATIONS REQUIRED U-VALUES: FIXED FENESTRATION = 0.30 (T) = TEMPERED ENTRANCE DOOR = 0.77 NUMBER DESCRIPTION MATERIAL NOTES 101 BUILDING ENTRANCE VPI T.O. WINDOW 7'-0" TEMPERED (T) TYPE 1 FINISH PF (BLACK) BU I L D I N G HARDWARE DRAFT FIRE RATINGDOOR MATERIAL VPI FINISH FRAME 102 BUILDING MECH (GYM)2 WIDTH HEIGHT 3'-0"7'-0" ABBREVIATIONS: AL ALUMINUM CO CASED OPENING FIBR FIBERGLASS FF FACTORY FINISH HC HOLLOW CORE HM HOLLOW METAL INS INSULATED KD STEEL KNOCK DOWN MAS MASONITE PH PREHUNG FRAME PR PAIR PT PAINT SC SOLID CORE STF STORE FRONT STL STEEL CLAD STFG STEEL FRAME GLASS T TEMPERED GLASS V VINYL WD WOOD 1 1 TYPE 1 STOREFRONT + "LUXER ONE" ACCESS CONTROL DOOR HARDWARE 2 3 3 1.ALL UNIT ENTRANCE DOORS: 1 - EA. 4-1/2" BALL BEARING DOOR HINGE UL LISTED TOP HINGE POSITION 2 - EA. 4-1/2" SPRING BEARING DOOR HINGE UL LISTED AT MID & BOTTOM HINGE POSITION (ADJUST FOR POSITIVE LATCHING OF DOOR) 1 - EA. LEVER LOCKSET - INTER CONNECTED SINGLE LOCKING ENTRY FUNCTION, SATIN NICKEL 1 - EA. DOOR PEEP HOLE AT ALL UNITS, ADA UNITS @ MAIN FLOOR TO BE BARRIER FREE WITH 180-DEGREE VIEW 1 - EA. SMOKE SEAL S88, BLACK 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 1 - EA. SATIN NICKEL KICKPLATE US15, EXTERIOR SIDE ONLY 1 - DEADBOLT W/ 1" THROW INTO A REINFORCED JAMB 2.ALL UNIT PATIO/DECK DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET ENTRY FUNCTION, SATIN NICKEL (KEYED TO DWELLING UNIT) 1 - EA. DEADBOLT W/ 1" THROW INTO A REINFORCED JAMB 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 1 - EA. SHOCK CHAIN 3.UNIT INTERIOR SWING DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET - PRIVACY FUNCTION, SATIN NICKEL (NON-LOCKING IN DIRECTION OF EGRESS) 1 - WALL STOP, CONCAVE. IVES OR SIMILAR, SATIN NICKEL 4.UNIT INTERIOR PAIR SWING DOORS: 3 - EA. HINGES (LAUNDRY DOORS REQUIRE SWING CLEAR HINGES) 2 - EA. LEVERS - DUMMY FUNCTION (ACTIVE & INACTIVE LEAF), SATIN NICKEL 2 - EA. ADJUSTABLE ROLLER CATCH 1 - EA. WALL STOP WHERE REQ'D / HINGE STOP WHERE REQ'D, SATIN NICKEL 5.UNIT INTERIOR SWING DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET - PASSAGE FUNCTION, SATIN NICKEL 1 - WALL STOP, CONCAVE. IVES OR SIMILAR, SATIN NICKEL 6.UNIT INTERIOR POCKET DOORS: 1 - EA. HEAVY DUTY TRACK, SOFT CLOSE 1 - EA. RECESSED FLUSH DOOR PULL - DUMMY FUNCTION, SATIN NICKEL 1 - WALL STOP, CONCAVE. IVES OR SIMILAR, SATIN NICKEL 7.ALL UNIT DECK STORAGE DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET STORE ROOM FUNCTION, SATIN NICKEL (KEYED TO DWELLING UNIT, SEPARATE FROM UNIT ENTRY DOOR) 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 1 - EA. SHOCK CHAIN 1 - EA. DOOR PROP 8.ALL BUILDING ENTRANCE DOORS: 1 - EA. 4-1/2" BALL BEARING DOOR HINGE UL LISTED TOP HINGE POSITION 2 - EA. 4-1/2" SPRING BEARING DOOR HINGE UL LISTED AT MID & BOTTOM HINGE POSITION (ADJUST FOR POSITIVE LATCHING OF DOOR) 1 - EA. LEVER LOCKSET - PASSAGE FUNCTION, SATIN NICKEL 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. SHOCK CHAIN 1 - EA. ALUMINUM THRESHOLD, ADA @ MAIN LEVEL SET IN SEALANT 2 - EA. SATIN NICKEL KICKPLATE US15, BOTH SIDES 1 - EA. ADA/ABA COMPLIANT AUTOMATIC DOOR OPENER (@ BUILDING ENTRY DOORS ONLY) SEE ELECTRICAL 9.ALL BUILDING MECH DOORS: 3 - EA. HINGES 1 - EA. LEVER LOCKSET - STORE ROOM FUNCTION, SATIN NICKEL (MASTER KEYED TO PROPERTY MAINTENANCE) 1 - EA. WEATHERSTRIP FULL PERIMETER 1 - EA. DOOR SWEEP 1 - EA. ALUMINUM THRESHOLD, SET IN SEALANT 2 - EA. SATIN NICKEL KICKPLATE US15, BOTH SIDES 1 - EA. DOOR PROP 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE F G H I J K L M N 103 104 105 106 107 108 109 110 2' - 0 " B.O. WINDOW 11'-3" T.O. WINDOW 7'-0" 6'-0" EQ.EQ.3'-6" 1' - 6 " EQ. 1' - 6 " EQ.EQ.EQ. 11'-10" 6' - 0 " 1' - 0 " 3'-0" 1' - 6 " 3' - 6 " 3' - 6 " 2' - 3 " T.O. WINDOW 13'-3" 2' - 0 " 3'-0" 3' - 6 " 3' - 6 " 8'-11" EQ.EQ.EQ. 6'-4" 2'-4" 6'-4" EQ.EQ. 6'-0" EQ.EQ. 3' - 6 " 3' - 6 " 8'-11" EQ.EQ.EQ. 8'-11" EQ.EQ.EQ. 11'-10" EQ.EQ.EQ. 2' - 0 " EQ. B D E F G I K M N O C H J L ABOVE ABOVE ABOVE& & O FIXED FIXED TRANSOM FIXED FIXED FIXED FIXED FIXED TRANSOM FIXED FIXED INTERIOR WINDOW (T) (T) (T) FIXED FIXED FIXED INTERIOR WINDOW VPI / SEE ALTERNATES (T) (T) (T) (T) (T) 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 (T)(T)(T) TYPE 2 FULL LITE + TRANSOM + "LUXER ONE" ACCESS CONTROL TYPE 3 METAL, FLUSH, INSULATED + "LUXER ONE" ACCESS CONTROL TYPE 4 STOREFRONT + "LUXER ONE" ACCESS CONTROL TYPE 5 FULL LITE INTERIOR TYPE 6 FLUSH INTERIOR (T) WINDOW & DOOR DETAIL LEGEND ACTUAL FRAME SIZES FOR VINYL // ALL WINDOWS ARE SHOWN IN BUILDING PLANS ONLY, NOT UNIT PLANS Storefront Alternate Window (see elevations for siding type) (see 3/A8.1b for flashing detail) Base Bid VPI Exterior Door (see elevations for siding type) (see 3/A8.1b for flashing detail) (see A8.1c for Door Sill details) A8.1b 5ALT A8.1b 4ALT A8.1b 5ALT A8.1c 1,2,3,4 A8.1b 6 A8.1b 7 Interior Entry Door (Timely Pre-Finished Frame) A7.1a 3c A7.1a 3a A7.1a 3b GENERAL NOTES: 1.ALL BEDROOM DOORS TO BE UNDERCUT 1-1/2" ABOVE CARPET 2.BLOCK FRAME OF DOOR SOLID AT DEAD BOLTS, TYPICAL 3.LEVER HANDLES REQUIRED AT ALL PASSAGE DOORS 4.CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH DOOR MANUFACTURER 5.SEE FLOOR PLANS, SECTIONS, STRUCTURAL DRAWINGS AND WALL TYPES FOR JAMB DEPTH 6.SEE FLOOR PLANS FOR DOOR SWING 7.PROVIDE AND INSTALL UNIT NUMBERS AT UNIT ENTRY DOORS. BOTTOM OF LETTER/NUMBER TO BE 48" MIN A.F.F. 8.PROVIDE ADA COMPLIANT THRESHOLDS AT ALL PATIO DOORS 9.SEE SHEET A8.1 FOR EXTERIOR DOOR HEAD, SILL & JAMB DETAILS 10.SEE SHEET A7.1 FOR INTERIOR DOOR HEAD, SILL & JAMB DETAILS 11.OWNER TO SELECT IF INTERIOR DOORS ARE SOLID CORE OR HOLLOW CORE. 12.PROVIDE BLINDS AT ALL DOORS WITH LITES. TRIM BLINDS AS REQUIRED AT DOOR HANDLES. SEE SPECS. KEYED NOTES: 1.G.C. TO VERIFY ROUGH OPENING SIZE PRIOR TO ORDERING 2.TEMPERED GLASS AS REQUIRED BY IBC, SEE GLAZING NOTES THIS SHEET 3.INSULATED 4.FRAME IS 20 MINIMUM 5.KEYED TO UNIT 6.BLINDS ON DOOR 7.NOT USED 8.SEE A8's FOR EXTERIOR DOOR SILL PAN DETAILS 9.1-3/4" THICK INTERIOR WOOD DOOR SLAB, STAIN GRADE (TRU DOOR OR EQUAL) 10.PROVIDE "LUXER ONE" ACCESS CONTROLLER ABBREVIATIONS: AL ALUMINUM CO CASED OPENING FIBR FIBERGLASS FF FACTORY FINISH HC HOLLOW CORE HM HOLLOW METAL INS INSULATED KD STEEL KNOCK DOWN MAS MASONITE PF PREFINISHED PH PREHUNG FRAME PR PAIR PT PAINT SC SOLID CORE STF STORE FRONT STL STEEL CLAD STFG STEEL FRAME GLASS STN STAIN / SEAL T TEMPERED GLASS TIMELY TIMELY STEEL DOOR FRAME V VINYL VPI VPI VINYL DOOR AND FRAME WD WOOD SEE WDW SCHEDULE 3 4 5 5 6 6 6 PACKAGE RM - LUXER ONE ACCESS CONTROLLER BUILDING ENTRANCE STL - INS HM SC-WD 3'-6"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-6"7'-0" 3'-0"7'-0" 3'-0"7'-0" 3'-0"7'-0" OFFICE DOOR SECURITY DOOR GYM DOOR BATHROOM DOOR BATHROOM DOOR STORAGE/MECH (T) (T) (T) (T) DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT DRAFT 1 1 1 1 1 1 1 1 2 2 2 2 3 3 6 6 6 7' - 0 " 2' - 6 " 3' - 6 " 2' - 0 " 6' - 0 " 1' - 0 " SEE BELOW SEE BELOW 2' - 6 " 3' - 6 " SEE BELOW SEE BELOW 2' - 6 " 3' - 6 " (T)(T) (T)(T)(T) SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW Exterior Steel Door (see elevations for siding type) (see 3/A8.1b for flashing detail) (see A8.1c for Door Sill details) A8.1c 1,2,3,4 A8.1b 8 A8.1b 9 2' - 0 " 6' - 0 " 1' - 0 " 2' - 6 " 3' - 6 " 2' - 0 " 7' - 0 " 2' - 6 " 3' - 6 " 1' - 0 " 3'-4"8" 1' - 0 " SE E W D W S C H E D U L E SE E W D W S C H E D U L E 10 10 10 10 SC-WD SC-WD SC-WD STN TIMELY PF (BLACK)SC-WD SC-WD STN STN STN STN STN TIMELY PF (BLACK) TIMELY PF (BLACK) TIMELY PF (BLACK) TIMELY PF (BLACK) TIMELY PF (BLACK) PF (BLACK) VPI PF (BLACK)VPI PF (BLACK) VPI PF (BLACK)VPI PF (BLACK) PF (BLACK)PF (BLACK) 9 9 9 9 9 9 8 8 8 8 5 VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES VPI / SEE ALTERNATES 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1'-0" ABOVE T.O. CONC, TYP 1'-0" ABOVE T.O. CONC, TYP T.O. CONCRETE T.O. CONCRETE 1'-0" ABOVE T.O. CONC, TYP 1'-0" ABOVE T.O. CONC, TYP FINISH PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) PF (BLACK) SEE WDW SCHEDULE (T) (T) 2 ABOVE P P FIXED (T)1 2 4 5SEE BELOW SEE BELOW VPI / SEE ALTERNATES 6PF (BLACK) (T) (T) (T) Base Bid VPI Window (see elevations for siding type) (see 3/A8.1b for flashing detail) A8.1b 5 A8.1b 4 A8.1b 5 Storefront Exterior Door (see elevations for siding type) (see 3/A8.1b for flashing detail) (see A8.1c for Door Sill details) A8.1c 1,2,3,4 A8.1b 6ALT A8.1b 7ALT (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) A0.5b COMMUNITY WINDOW, DOOR, & DOOR HARDWARE SCHEDULES 540 0 5415 5420 54 1 5 54 2 0 5 4 2 5 5420 5420 5415 54 0 5 54 1 0 540 5 5 3 9 5 539 0 53 8 0 53 7 5 53 7 5 53 8 0 53 8 5 53 9 0 53 9 5 54 0 0 54 0 5 5 4 1 0 5 3 9 5 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T ST ST S T ST ST S T S T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STST ST ST ST ST ST STST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST STST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T ST ST ST ST ST ST S T S T ST S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T ST S T ST ST STSTSTSTSTST 5410 54 1 0 53 9 5 539 0 5385 53 8 0 53 9 5 54 1 0 54 1 5 53 9 5 5400 5405 5 3 7 5 ST ST 27 8 30 32 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A1.1 ARCHITECTURAL SITE PLAN SCALE :1 Architectural Site Plan 1" = 40'-0" N MOP SINK VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 COMM . BLDG 3 STORY BLDG B 2 STORY 3 STORY BLDG A 2 STORY W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SS SS SS SS S S S S S S SS SS S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE SS UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E U G E UGEUGEUGEUGEUGEUGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGEUGEUGEUGE 21 2211 3 3 3 3 3 3 4 4 44 6 6 7 7 7 7 7 7 5 5 5 5 5 5 5 5 89 9 9 9 10 11 12 12 13 14 14 14 14 14 STORMWATER DRY DETENTION BASIN, SEE CIVIL 5' BLACK VINYL CHAIN LINK FENCE, SEE LANDSCAPE DETENTION BASIN ACCESS, SEE CIVIL DETAIL 10/C400 15 15 16 0" 25'-6"17'-8" FS D 65 ' - 1 1 - 3 / 4 " FSD 66 ' - 0 " 49 ' - 1 1 - 3 / 4 " CL O S E S T T O P . L I N E 28 ' - 3 " CL O S E S T T O P . L I N E 97'-8"121'-7-1/2" DIMENSIONS THIS PLAN RELATE TO BUILDING CODE FRONTAGE INCREASE ALLOWABLE PER 506.3.3 AND FSD (FIRE SEPARATION DISTANCE) SEE CIVIL FOR BUILDING LOCATIONS ON SITE. GENERAL NOTES - SITE PLAN A.USE WRITTEN DIMENSIONS, DO NOT SCALE DRAWINGS. SEE CIVIL DRAWINGS FOR EXISTING AND FINISH GRADING B.SEE CIVIL FOR ADDITIONAL INFORMATION. C.SEE SURVEY FOR ALL BOUNDARY LINES AND EASEMENT LOCATIONS. IT IS RECOMMENDED TO HAVE THE SURVEYOR STAKE THE PROPERTY, LOCATE OFFSETS DURING CONSTRUCTION TO ENSURE SETBACKS, EASEMENTS OR OTHER ARE FULLY VERIFIED AND WORK DOES NOT ENCROACH. IT IS THE SOLE RESPONSIBILITY OF THE GC TO ENSURE THIS WORK. D.GC TO COORDINATE IN FIELD ALL FINISH FLOOR ELEVATIONS WITH CIVIL DRAWINGS. E.LANDSCAPING TO MEET GARFIELD COUNTY REQUIREMENTS. LAYOUT SHOWN FOR REFERENCE. FINAL DESIGN TO BE DESIGN/BUILD WITH LANDSCAPE SUBCONTRACTOR. CHANGES AND ADDITIONAL INFORMATION SHALL BE COORDINATED AND APPROVED BY THE COUNTY F.ALL EXPOSED EXTERIOR WOOD IS TO BE STAINED/SEALED. VERIFY COLOR OF STAIN/SEAL WITH ENCOMPASS/OWNER. G.CONTRACTOR RESPONSIBLE FOR CALLING LOCATES PRIOR TO COMMENCEMENT OF WORK, ALL SHOWN GRAPHICALLY. H.VERIFY COMPACTION WITH GEOTECH REPORT, CIVIL AND STRUCTURAL. I.PROVIDE AND INSTALL FULL RAIN SENSING IRRIGATION SYSTEM TO ALL SOD, NATIVE GRASSES, SHRUBS AND TREES. J.PROVIDE AND INSTALL SLEEVES UNDER ALL CONCRETE SIDEWALKS AND ASPHALT LOCATIONS FOR FULL IRRIGATION THROUGHOUT SITE. K.PROVIDE AND INSTALL DRIP IRRIGATION TO ALL PLANTS AND TREES - VERIFY ALL LOCATIONS IN FIELD. L.PROVIDE AND INSTALL BACKFLOW PREVENTER. SEE IRRIGATION REQUIREMENTS AND DETAILS. M.VERIFY IN FIELD WITH OWNER EXACT LOCATION OF NEW IRRIGATION CONTROL BOX AND IRRIGATION BOX. N.SEE ROOF PLANS FOR ALL GUTTERS AND DOWNSPOUTS. KEYED NOTES - SITE PLAN 1.EVR PARKING STALLS - SEE CIVIL FOR REQUIRED SIGNAGE. EACH LOCATION IDENTIFIES (2) SPACES. GRAND TOTAL = (6) EV READY SPACES 2.EVSE PARKING STALLS - SEE CIVIL FOR REQUIRED SIGNAGE. EACH LOCATION IDENTIFIES (2) SPACES. GRAND TOTAL = (6) EVSE SPACES 3.COVERED ENTRY PATIO 4.7' WIDE CONCRETE SIDEWALKS, TYP. SEE CIVIL. 5.MULCH PLANTING BEDS WITH SHRUBS MEETING GARFIELD COUNTY REQUIREMENTS. 6.ASPHALT DRIVEWAY PER CIVIL. 7.NEW SOD, SEE LANDSCAPING PLAN. 8.FOR DESIGN, PROVIDE AND INSTALL MONUMENT SIGN, SEE DEFERRED SUBMITTALS ON COVER SHEET 9.DOG STATION (TOTAL OF 4 THIS PROJECT), SEE DETAIL 2/A1.2. 10.BENCH (TOTAL OF 2 THIS PROJECT), SEE LS-400. 11.MAILBOXES LOCATION, SEE DETAIL 1/A1.2. 12.PROVIDE AND INSTALL (CSCI) PRE-MANUFACTURED PLAYGROUND EQUIPMENT, SEE LS-400. INSTALL FOUNDATION AS REQUIRED BY MANUFACTURER AND RECYCLED BONDED RUBBER IN MANUFACTURER'S FALL AREA, 100% RECYCLED PLAY SURFACE BY GAMETIME. MUST COVER ALL OF MANUFACTURER'S FALL AREA SURROUNDING ALL EQUIPMENT AS SHOWN IN THE PLAN. 13.PROVIDE CURB ALONG THE PERIMETER OF PLAYGROUND TO SEPARATE AREA FROM SOD. SEE LS-400. 14.PROVIDE AND INSTALL CONCRETE SIDEWALK PER CIVIL. PART OF ACCESSIBLE ROUTE, MUST CONFORM TO ADA SLOPES, VERIFY WITH CIVIL DRAWINGS. SEE GEOTECH FOR REQUIRED SUBRGRADE PREPARATION. 15.TRASH ENCLOSURE (2 LOCATIONS THIS PROJECT), SEE DETAIL 3/A1.2. 16.SEE LS-400 FOR SITE FURNITURE, OUTDOOR KITCHEN AND GRILL, AND SHADE STRUCTURE. X ZONING CODE INFO LEGAL DESCRIPTION: ·LOT 47B, OF THE RESUBDIVISION OF LOT 47 VALLEY VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA P.U.D SITE INFO: ·SITE AREA:≈6.38 ACRES(277974.86 FT²) ·SITE ZONING: GARFIELD COUNTY, COLORADO : MDR ·MAX BUILDING HEIGHT: 36'-0" ·ACTUAL BUILDING HEIGHT:35'-11" ·PARKING PROVIDED 97 TOTAL (6 ACCESSIBLE SPACES) 1.5 SPACES PER DWELLING UNIT REQD. ·SETBACKS - FRONT SETBACK:35'-0" - REAR SETBACK:15'-0" - SIDE SETBACK:6'-0" ·BUILDING COVERAGE:SEE CIVIL DRAWINGS ·LANDSCAPE COVERAGE:SEE CIVIL DRAWINGS · COORDINATE WITH UTILITY PROVIDER AND THE LOCATION OF UTILITIES (BURIED OR OVERHEAD) AND PROVIDE NECESSARY SETBACK AND SAFETY MEASURES FOR CONSTRUCTION. BUIDING CODE INFO: BUILDING OCCUPANCY GROUP:R-2 CONSTRUCTION TYPE:TYPE VB FIRE SPRINKLER:NON SPRINKLERED NUMBER OF STORIES: MAXIMUM NOT SPECIFIED (3 ACTUAL) BUILDING HEIGHT: 36' MAX (35'-11" ACTUAL) SEISMIC DESIGN CATEGORY:B OR C – SEE IRC, FIGURE R301.2 (2) WIND SPEED:115 MPH (ULTIMATE DESIGN) WIND EXPOSURE:B OR C - SEE IRC, FIGURE R301.2.1.4 FROST DEPTH:36" - UP TO 7000 FT ELEVATION 42" - OVER 8000 FT ELEVATION WINTER DESIGN TEMPERATURE:MINUS 2 – UP TO 7000 FT. ELEVATION MINUS 16 – OVER 7000 FT. ELEVATION AIR FREEZING INDEX:2500° F DAYS – UP TO 7000 FT. ELEVATION 7000+ FT. ELEVATION – AS DETERMINED BY BO. SNOW LOAD:40 PSF UP TO 7000 FT. ELEVATION 50 PSF 7001 – 8000 FT. ELEVATION 75 PSF 8001 – 9000 FT. ELEVATION 100 PSF 9001–10000 FT. ELEVATION PROPERTY LINE HATCH DESIGNATION LEGEND - SITE PLAN CONCRETE WALKS DARK = HEAVY DUTY ASPHALT LIGHT = REGULAR DUTY ASPHALT SEE CIVIL STRIPING - SEE CIVIL GRAVEL BEDS SETBACK LINE EASEMENT LINE ROAD CENTERLINE WATER LINE SANITARY SEWER BURIED ELECTRICAL FIRE HYDRANT PROPERTY CORNER VEGETATION TREES - SEE LANDSCAPE SHRUBS - SEE LANDSCAPE ACCESSIBLE ROUTE SHRUBS - SEE LANDSCAPE FSD A1.2 SITE DETAILS & PROJECT SIGNAGE SCALE : 2 DOG WASTE STATION NTS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE SCALE : 1 USPS MAILBOX DETAIL 1/2" = 1'-0" VERIFY WITH ARCH. NOTES: ·SUBMITTAL REQUIRED, ENCOMPASS MUST GAIN APPROVAL BY POST MASTER BEFORE EXACT LOCATION & POST NUMBERING IS APPROVED ·GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY ALL ADA TYPE A & TYPE A/V UNITS ARE WITHIN MAX REACH RANGE OF 48” ·MAILBOXES TO BE ANCHORED WITH 4X.50 DIA. ANCHOR BOLTS EMBEDDED MINIMUM OF 4.5" INTO CONCRETE. PROVIDE RUBBER PAD BETWEEN MOUNTING PEDESTAL AND CONCRETE. VERIFY MOUNTING REQUIREMENTS WITH MANUFACTURER. #3312 - PER MFR 4' - 9 3 / 4 " ( T O T O P T E N A N T L O C K ) 3' - 6 " (T O ℄ A C C E S S D O O R L O C K ) 4' - 0 " ( A D A R E A C H R A N G E M A X ) GRADE 1' - 3 " (T O B O T T O M SH E L F M I N ) PROVIDE AND INSTALL PET WASTE STATION WITH MUTT MITT SINGLES; ALIGN WITH EDGE OF SIDEWALK. BASIS OF DESIGN: MUTT MITT ITEM #: 1005/1007. SEE SITE DETAILS. INSTALL IN STRICT CONFORMANCE WITH MFR INSTRUCTIONS, PROVIDE ALL REQUIRED FOR INSTALLATION (INCLUDING CONCRETE FOOTING IF REQ'D). SEE SITE PLAN FOR LOCATIONS. (2) #5 CONT. 8" MI N SLAB ON GRADE TO SLOPE AWAY FROM REAR OF ENCLOSURE - SEE CIVIL 6' - 2 " CMU BLOCK TRASH ENCLOSURE WITH NO GATES 2" CAP BLOCK ON TOP ENTIRE PERIMETER. UTILIZE MORE GROUT @ INTERIOR EDGE TO SLOPE TOP CAP AWAY FROM ENCLOSURE PROVIDE AND INSTALL 8" DIA. CONCRETE BOLLARDS; VERIFY EXACT LOCATIONS IN FIELD W/ DUMPSTERS & BLOCK WALL. PAINT YELLOW. FIELD VERIFY EXACT LOCATIONS WITH DUMPSTER REQUIREMENTS AND ARCHITECT SECTION A-A MAILBOXES USPS APPROVED 12 MAILBOXES 1 PARCEL BOX VERIFY WITH ARCH. VERIFY WITH ARCH. 4 TOTAL THIS PROJECT, SEE SITE PLAN FOR LOCATIONS. PROVIDE SHOP DRAWING FOR ARCHITECT W/ SUBMITTAL. VERIFY WITH ARCH. MAILBOXES USPS APPROVED 12 MAILBOXES 1 PARCEL BOX MAILBOXES USPS APPROVED 12 MAILBOXES 1 PARCEL BOX MAILBOXES USPS APPROVED 12 MAILBOXES 1 PARCEL BOX MAILBOXES USPS APPROVED 12 MAILBOXES 1 PARCEL BOX SEE SITE PLAN FOR LOCATION & SPECIFICATIONS #3312 - PER MFR #3312 - PER MFR #3312 - PER MFR #3312 - PER MFR CLEAR SEAL FACE OF CMU BLOCKS W/ "VANDLGUARD" ANTI-GRAFFITI COATING OR SIM. 8" SMOOTH FACE (DARK GRAY) CMU BLOCK. GROUT TO MATCH. FULLY GROUTED 3" CLR. TYP. FROM BASE OF FOUNDATION DOWEL TO MATCH WALL REINFORCEMENT REINFORCE W/ #5's @ EA. CORNER, END, AND @ 48" O.C. BETWEEN. FILL BLOCK CELLS W/ GROUT & LAP BARS 24" 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE S T S T S T S T S T S T 30'-0" 2 0 ' - 0 " 10'-0" 2 ' - 0 " 3 ' - 3 " 3 ' - 3 " 3 ' - 0 " 3 ' - 3 " 3 ' - 3 " 1'-0" ℄ 2 ' - 0 " ℄ ℄ ℄ ℄ ℄ ℄ 2 TOTAL THIS PROJECT, SEE SITE PLAN FOR LOCATIONS SCALE : 3 TRASH ENCLOSURE NTS DUMPSTER TO BE PROVIDED BY OTHERS SLAB ON GRADE TO SLOPE AWAY FROM REAR OF ENCLOSURE - SEE CIVIL PROVIDE AND INSTALL 8" DIA. CONCRETE BOLLARDS; VERIFY EXACT LOCATIONS IN FIELD W/ DUMPSTERS & BLOCK WALL. PAINT YELLOW. FIELD VERIFY EXACT LOCATIONS WITH DUMPSTER REQUIREMENTS AND ARCHITECT 10'-0" DEEP x 20'-0" WIDE CMU BLOCK TRASH ENCLOSURE WITH NO GATES. CMU WALL TO BE 6'-2" TALL WITH 2" CAP BLOCK ON TOP ENTIRE PERIMETER. SIGNAGE SCHEDULE SIGN DESCRIPTION NOTESAREASIZE NOTES: 1. VERIFY SIZE OF TEXT, QUANITY, & HEIGHT WITH AHJ & ALERT ARCHITECT OF ANY DISCREPANCIES. 2. VERIFY COLOR WITH ARCHITECT. 3. EXTERIOR SIGNAGE 4. INTERIOR SIGNAGE 5.SEE SITE DETAILS FOR REQUIREMENTS. 6. PROVIDE BRAILLE. 7.SEE SITE DETAILS FOR REQUIREMENTS. 8.DEPENDENT ON CONTRACTOR OPTION; VERIFY IN FIELD. 9.VERIFY WITH ARCHITECT - PROVIDE SUBMITTAL. 10. VERIFY WITH LOCAL AHJ. 11. DEFERRED SUBMITTAL - SEE COVER PAGE. 12. VERIFY SIZE & HEIGHTS WITH JURISDICTION & OWNER. 13. SEE CIVIL PLANS FOR ALL REQUIREMENTS. 14. VERIFY COUNT AND EXACT REQUIREMENTS WITH OWNER. 15. SEE SITE PLAN, CIVIL DRAWINGS, SPECS, AND SITE DETAILS. 16. G.C TO VERIFY ALL QUANTITIES W/ ARCHITECT & LOCAL AHJ. 17. ADHERE TO CITY STANDARDS. 18. SEE SHEET A1.5. 19. SEE CHARACTER HEIGHT BOX THIS SHEET. ASTER PLACE APARTMENTS 2, 3, 9, 11, 15BUILDING MONUMENT SIGN DEFERRED SUBMITTAL ROOM SIGNAGE 1, 2, 3, 4, 5, 6, 9,14,16, 19OUTSIDE OF ALL ROOMS -VERIFY LAYOUT NOT USED 1, 2, 4, 5, 6, 9, 16,19EACH LANDING NEXT TO STAIRFLOOR # 2, 4, 6, 9, 16, 19 OUTSIDE OF ALL COMMON AREA RESTROOMS, SEE COMMUNITY AREA.UNISEX SIGNAGE ### - ### UNITS 1, 2, 3, 9, 10, 12, 16, 19BLDG. ADDRESS SIGNAGE - LOCATIONS MUST BE COORDINATED AND VERIFIED W/ LOCAL AHJ (#####) _______ STREET "BUILDING #" 1, 2, 3, 9, 10, 16, 19THROUGHOUT SITE - VERIFY W/ ARCH & OWNER"NO TRESPASSING" SIGNAGE 1, 2, 3, 5, 6, 9, 10, 19 OUTSIDE OF FIRE RISER ROOM ENTRY - VERIFY IN FIELD WITH AHJ EXACT LOCATIONS, SIZE & QUANTITIES OF SIGNS. FIRE RISER ROOM 1, 3, 4, 9,13, 15, 16, 17SEE CIVIL DRAWINGS & ARCH SITE PLANADA SIGNAGE NOT USED NOT USED NOT USED SIGN EACH PARKING SPOT IN ALL PARKING GARAGES PARKING SPOT # ___1, 2, 3, 9, 15, 16 SEE CIVIL DRAWINGSSTOP SIGN 1, 3, 9, 15, 16, 17 SEE CIVIL DRAWINGSYIELD TO PEDESTRIAN SIGN 1, 3, 9, 15, 16, 17 SEE CIVIL DRAWINGS15 MINUTE PARKING SIGN 1, 3, 9, 15, 16, 17 SEE BUILDING FLOOR PLANSTENANT BIKE STORAGE 2, 3, 9, 15, 16 SEE CHARACTER HEIGHT BOX SEE CHARACTER HEIGHT BOX 6/A1.2 & J/A1.2 SEE DETAILS A & B/A1.2; & 5/A1.2 SEE DETAILS D/A1.2 & 5/A1.2 SEE DETAILS I/A1.2 VERIFY WITH CIVIL PLANS VERIFY WITH CIVIL PLANS VERIFY WITH CIVIL PLANS VERIFY WITH CIVIL PLANS SEE CHARACTER HEIGHT BOX & SIM TO A/A1.2 AT ALL CORRIDOR TRANSITIONS, VERIFY SEE DETAIL 5/A1.2 2, 4, 6, 9, 14, 19 SCALE : 4 SIGNAGE SCHEDULE 1/2" = 1'-0"SEE SITE PLAN FOR LOCATION & SPECIFICATIONS NOT USED NOT USED NOT USED NOT USED NOT USED SCALE : 5 TYP. ACCESSIBLE ROOM IDENTIFICATION SIGNAGE N.T.S 48" MIN. TO BASE OF LOWEST CHARACTER 60" MAX. TO BASE OF HIGHEST CHARACTER AREA OF REFUGE AREA OF REFUGE 703.3.10 HEIGHT ABOVE FLOOR. RAISED CHARACTERS SHALL BE 48 IN. MIN. ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER & 60 IN. MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER. EXCEPTION: RAISED CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH SEC-TION 703.3.10. 703.3.11 LOCATION. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PRO-I VIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED I AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE RAISED CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 3" SCALE : 6 TABLE 703.2.4 VISUAL CHARACTER HEIGHT N.T.S HEIGHT ABOVE FLOOR TO BASELINE OF CHARACTER 40 INCHES. TO LESS THAN OR EQUAL TO 70 INCHES LESS THAN 6 FEET 5/8 INCH 6 FEET OR GREATER 5/8 INCH PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 6 FEET GREATER THAN 70 INCHES TO LESS THAN 120 INCHES LESS THAN 15 FEET 2 INCHES 15 FEET AND GREATER 2 INCHES PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET GREATER THAN 120 INCHES LESS THAN 21 FEET 3 INCHES 21 FEET AND GREATER 3 INCHES PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 21 FEET * THESE ARE MINIMUMS REQUIRED. SOME SIGNAGE HEIGHTS WILL NEED VERIFICATION WITH AHJ. HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT SECTIO N A-A 1" EXIT SIGNAGEC EXIT 1" 1" HIGH RAISED CHARACTERS; CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY COLOR WITH ARCHITECT. SUBMIT SHOP DRAWINGS WITHIN SUBMITTAL EXTERIOR BUILDING ADDRESS SIGNAGE SCALE: 3" = 1'-0"J SUBMIT SHOP DRAWINGS WITHIN SUBMITTAL; PROVIDE WITH PRIOR APPROVAL FROM LOCAL AHJ. NOTE: ·PROVIDE AT EVERY COMMON AREA SPACE EXIT DOOR INCLUDING (BUT NOT LIMITED TO) COMMUNITY ROOM, INTERIOR STAIR ENTRY DOORS, EXTERIOR EXIT DOORS, VERIFY WITH FLOOR PLANS. SEE DETAILS 2 & 3/A1.4 ·VERIFY ALL COLORS WITH AHJ. 3"3 FLOOR 1" 3" HIGH RAISED CHARACTERS 1" HIGH RAISED CHARACTERS CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY COLOR WITH ARCHITECT. NOTE: ·PROVIDE INSIDE EACH STAIRWELL AT EVERY FLOOR LEVEL ADJACENT TO DOOR, VERIFY WITH FLOOR PLANS. SEE DETAILS 2 & 3/A1.4. ### STREET G SUBMIT SHOP DRAWINGS WITHIN SUBMITTAL AD J U S T F O R L E T T E R I N G A S R E Q ' D PE R V I S U A L C H A R A C T E R C H A R T . ADJUST FOR LETTERING AS REQ'D PER VISUAL CHARACTER CHART. VE R I F Y W I T H LO C A L A H J CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY COLOR WITH ARCHITECT. NOTE: ·VERIFY ALL REQUIRED LOCATIONS WITH ARCHITECT AND LOCAL AHJ STAIR SIGNAGEESUBMIT SHOP DRAWINGS WITHIN SUBMITTAL FLOOR LEVEL SIGNAGE - INSIDE STAIRDSUBMIT SHOP DRAWINGS WITHIN SUBMITTAL COMMON AREA ROOM SIGNAGEBSUBMIT SHOP DRAWINGS WITHIN SUBMITTAL DWELLING UNIT ROOM SIGNAGEASUBMIT SHOP DRAWINGS WITHIN SUBMITTAL 101 1" 3" M I N . A D J U S T FO R L E T T E R I N G AS R E Q ' D 5" MIN. ADJUST FOR LETTERING AS REQ'D CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY COLOR WITH ARCHITECT. NOTE: ·VERIFY EXACT ROOM NUMBERING WITH ARCHITECT AND AHJ. PROVIDE ARCHITECT FULL AHJ APPROVED SUBMITTAL FOR ROOM NUMBERING. MAINTENANCE 1" 3" M I N . A D J U S T FO R L E T T E R I N G AS R E Q ' D 1'-0" (8" MIN.) ADJUST FOR LETTERING AS REQ'D CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY COLOR WITH ARCHITECT. NOTE: ·VERIFY EXACT ROOM NUMBERING WITH ARCHITECT AND AHJ. PROVIDE ARCHITECT FULL AHJ APPROVED SUBMITTAL FOR ROOM NUMBERING. IN CORRIDOR @ STAIR 1'-0" MIN. ADJUST FOR LETTERING AS REQ'D 1' - 4 " M I N . A D J U S T F O R LE T T E R I N G A S R E Q ' D NORTH STAIR FLOOR 3 ROOF ACCESS EXIT LEVEL 1 UNITS 1" 3" 1" CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY COLOR WITH ARCHITECT. 3" HIGH RAISED CHARACTERS 1" HIGH RAISED CHARACTERS # - ## ALL BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. VERIFY NUMBER OF LINES OF BRAILLE. STAIRS ALL BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. 1" 1" 1" HIGH RAISED CHARACTERS 10" MIN. ADJUST FOR LETTERING AS REQ'D 8" M I N . A D J U S T F O R LE T T E R I N G A S R E Q ' D 7" MIN. ADJUST FOR LETTERING AS REQ'D 9" M I N . A D J U S T F O R LE T T E R I N G A S R E Q ' D VERIFY DIRECTION OF STAIRS NOTE: ·PROVIDE AT EACH TRANSITION WITHIN CORRIDORS ·VERIFY QUANTITIES 5" MIN. ADJUST FOR LETTERING AS REQ'D 3" M I N . AD J U S T F O R LE T T E R I N G AS R E Q ' D 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE ALL BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. ALL BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. ALL BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. ALL BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE. FLOOR LEVEL SIGNAGE - FIRE RISER AND DRAWING:Print Date:Copyright 2024, Graham Engineering LLC2/4/2025 1:57 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C001-PARACHUTE_NOTES&LEGEND.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: GE N E R A L C I V I L N O T E S & L E G E N D AS T E R P L A C E C001 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 DETAIL NUMBER OR PROFILE LETTER DRAWING ON WHICH DETAIL APPEARS OR IS REFERENCED SECTION LETTER DRAWING ON WHICH DETAIL APPEARS OR IS REFERENCED 1 C401 LEGEND PROPERTY LINE EASEMENT 100-YEAR FLOOD PLAIN EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL EX. ELECTRIC LINE EX. UNDERGROUND ELECTRIC LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. SIGN EX. TREE EX. LIGHT POLE EX. UTILITY POLE EX. ELECTRIC MANHOLE EX. ELECTRIC STRUCTURE EX. FIRE HYDRANT EX. SANTITARY SEWER MANHOLE EX. SANITARY SEWER CLEANOUT EX. STORMWATER MANHOLE EX. STORMWATER INLET EX. WATER VALVE EX. WATER METER EX. COMMUNICATION MANHOLE EX. TELEPHONE BOX ASPHALT/CONCRETE SAWCUT CURB AND GUTTER TO BE REMOVED PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL PROP. UNDERGROUND ELECTRIC LINE PROP. SEWER LINE PROP. STORMWATER LINE PROP. STORMWATER DITCH PROP. WATER LINE PROP. FIRE LINE PROP. SANITARY SEWER DOGHOUSE MH PROP. SANITARY SEWER CLEANOUT PROP. STORMWATER CURB INLET PROP. STORMWATER CLEANOUT PROP. STORMWATER YARD INLET PROP. STORMWATER MANHOLE PROP. STORMWATER OUTLET STRUCTURE PROP. STORMWATER CATCH BASIN PROP. WATER VALVE PROP. REGULAR DUTY CONCRETE PAVEMENT PROP. HEAVY DUTY CONCRETE PAVEMENT PROP. CONCRETE SIDEWALK PROP. REGULAR DUTY ASPHALT PAVEMENT PROP. HEAVY DUTY ASPHALT PAVEMENT STST D 1935 1934 1935 1934 S WW UGEUGE SSSS 5966.19 TBC SPOT GRADE FEATURE INDICATOR SPOT GRADE WW D VICINITY MAP (NOT TO SCALE) DETAIL/SECTION INDICATORS GENERAL NOTES 1.ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH THE BATTLEMENT MESA STANDARDS, GARFIELD COUNTY STANDARDS, PROJECT SPECIFICATIONS, AND ALL OTHER GOVERNING AGENCIES STANDARDS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), AND LOCAL MS4 REQUIREMENTS (WHERE APPLICABLE). THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED. 3.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. 4.THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL AIR POLLUTION CONTROL AUTHORITY. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER, AHJ, AND ENGINEER PRIOR TO DEMOLITION ACTIVITIES. 7.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH THE MUTCD GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTION SHALL BE PROVIDED AT NIGHT. 8.OWNER WILL SECURE ALL NECESSARY UTILITY PERMITS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH PERMIT REQUIREMENTS. 9.UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LICENSED LAND SURVEYOR. 10.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES AND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT. 11.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN (7) CALENDAR DAYS OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN NOTICE, THE OWNER MAY CORRECT THE WORK AT THE CONTRACTOR'S EXPENSE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HERON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 13.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES. 14.SAFETY - NEITHER THE OWNER NOR THE ENGINEER WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 15.ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES. 16.THE CONTRACTOR IS RESPONSIBLE TO CALL 811 AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. SHOP AND FABRICATION NOTES 1.THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIALS. FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS WHICH REQUIRE REVISION OR CORRECTIONS. 2.ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS. ACCESS NOTES 1.CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH OWNER. 2.CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER CONDITIONS. EXISTING UTILITY NOTES 1.EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON THESE PLANS TO A LEVEL OF QUALITY C IN ACCORDANCE WITH ASCE 38-02. 2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTING OWNERS. ALL COSTS RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS. 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND BATTLEMENT MESA A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. GEOTECHNICAL REPORT 1.ALL GEOTECHNICAL RECOMMENDATIONS ARE TAKEN FROM THE REPORT TITLED "GEOTECHNICAL REPORT" PREPARED BY PARTNER ENGINEERING AND SCIENCE, INC. DATED 11/13/2024. 2.ALL REFERENCES MADE TO THE GEOTECHNICAL REPORT IN THIS PLAN SET SHALL CONSULT THE AFOREMENTIONED REPORT. SURVEY CONTROL ·BASIS OF BEARING: BEARINGS ARE BASED ON "GRID NORTH," IN ACCORDANCE WITH THE STATE PLANE COORDINATES FOR THE STATE OF COLORADO. FROM THE NORTH AMERICAN DATUM OF 1983 (NAD83), VERTICAL DATUM: NAVD 88. NORTH 00°29'23" WEST - BEING THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 18,TOWNSHIP 7 SOUTH, RANGE 95 WEST, 6TH P.M. GARFIELD COUNTY COLORADO. ·BENCHMARKS (SEE C200 FOR LOCATIONS) 1. E. COR. SEC 18, T.7S., R.95W., 6TH P. M. 2. N.E. COR. SEC 18, T.7S., R.95W., 6TH P.M. ABBREVIATIONSLEGEND PROJECT SITE CONTACTS BATTLEMENT MESA METRO DISTRICT (WATER AND SEWER) Contact: Steve Rippy Phone: 970-285-9050 Email: srippy@mbmetro.com CIVIL ENGINEER Graham Engineering LLC Contact: Zack Graham, PE Bozeman, Montana 59718 Phone: 406-624-2686 Email: zack@grahameng.com GEOTECHNICAL ENGINEER Partner ESI, Inc. Contact: Andrew Atry, PE Phone: 800-419-4923 Email: LAND SURVEYOR Partner ESI, Inc. Contact: Mark Byrd Phone: 888-213-7479 Email: ALTA@partneresi.com 1 C400 CALLOUT @ AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AB ABANDONED ACP ASBESTOS CEMENT PIPE AHJ AUTHORITIES HAVING JURISDICTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BC BACK OF CURB BCR BACK OF CURB RADIUS BM BENCHMARK BMMD BATTLEMENT MESA METRO DISTRICT BOT BOTTOM BP BURIED POWER BT BURIED TELEPHONE BW BOTTOM OF WALL C&G CURB & GUTTER CATV, TV CABLE TELEVISION CB CATCH BASIN CI CAST IRON ℄,CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE D, DIA, Ø DIAMETER DG DECOMPOSED GRANITE DI DUCTILE IRON DIP DUCTILE IRON PIPE DOM DOMESTIC WATER DW DRIVEWAY DWG DRAWING EG EXISTING GRADE ELEC ELECTRIC EL, ELEV ELEVATION EOP, EP EDGE OF PAVEMENT ESCP EROSION AND SEDIMENT CONTROL PLAN EW EACH WAY EX EXISTING FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FG FINISHED GRADE FH, HYD FIRE HYDRANT FL FLOW LINE FT FOOT, FEET G GAS GA GAUGE GM GAS METER GV GAS VALVE GW GUY WIRE HP HIGH PRESSURE IE INVERT ELEVATION INT INTERSECTION INV INVERT IRR IRRIGATION L LENGTH LAT LATITUDE LF LINEAL FOOT, LINEAR FOOT LS LANDSCAPING LT LEFT MAX MAXIMUM MEG MATCH EXISTING GRADE MH MANHOLE MIN MINIMUM MTR METER MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MS4 MUNICIPAL SEPARATE STORM SEWER SYSTEM NTS NOT TO SCALE OC ON CENTER OD OUTER DIAMETER OH, OHP OVERHEAD POWER OHU OVERHEAD UTILITIES OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PB PULL BOX PC POINT OF CURVATURE PIP PROTECT IN PLACE ⅊,PL PROPERTY LINE POC POINT OF CONNECTION PP POWER POLE PRC POINT OF REVERSE CURVE PROP PROPOSED PT POINT OF TANGENCY PVMT PAVEMENT RIM RIM OF MANHOLE LID OR GRATE ROW RIGHT OF WAY SF SQUARE FOOT, SQUARE FEET SP SPECIAL PROVISIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STORM DRAIN STA STATION STCB STORM CATCH BASIN STCI STORM CURB INLET STD STANDARD STMH STORM MANHOLE STYD STORM YARD DRAIN SW SIDEWALK SWPPP STORMWATER POLLUTION PREVENTION PLAN SY SQUARE YARD T, TEL TELEPHONE TA TOP OF ASPHALT TBC TOP BACK OF CURB TC TOP OF CONCRETE TEMP TEMPORARY TRANS TRANSITION TW TOP OF WALL TYP TYPICAL USF US FOUNDRY VERT VERTICAL WM WATER MAIN WV WATER VALVE W/WITH Δ DELTA S B A T T L E M E N T P K W Y SP E N C E R P K W Y ST O N E Q U A R R Y R D CO L O R A D O R I V E R CIVIL SHEET INDEX SHEET NO.TITLE C001 GENERAL CIVIL NOTES & LEGEND C010 EXISTING CONDITIONS & DEMOLITION PLAN C020 PHASE 1 E&SC C021 PHASE 2 E&SC C022 E&SC DETAILS C023 E&SC DETAILS C100 CONSTRUCTION SITE PLAN C200 OVERALL GRADING PLAN C201 DETAILED GRADING PLAN C202 DRAINAGE PLAN C210 COLOR CUT/FILL DIAGRAM C220 SITE CROSS SECTIONS C221 SITE CROSS SECTIONS C300 WET UTILITY PLAN C301 DRY UTILITY PLAN C400 CIVIL DETAILS C401 CIVIL DETAILS C402 CIVIL DETAILS C403 CIVIL DETAILS S 02.03.25 PERMIT & BID SET 5414 5 3 9 4 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 1:58 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C010-PARACHUTE_EXISTING.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: EX I S T I N G C O N D I T I O N S & D E M O P L A N AS T E R P L A C E C010 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N LEGEND S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R KEYNOTES 1 2 3 PROPERTY LINE EASEMENT 100-YEAR FLOOD PLAIN EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL EX. ELECTRIC LINE EX. UNDERGROUND ELECTRIC LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. SIDEWALK EX. SIGN EX. TREE EX. LIGHT POLE EX. UTILITY POLE EX. ELECTRIC MANHOLE EX. ELECTRIC STRUCTURE EX. FIRE HYDRANT EX. SANTITARY SEWER MANHOLE EX. SANITARY SEWER CLEANOUT EX. STORMWATER MANHOLE EX. STORMWATER INLET EX. WATER VALVE EX. WATER METER EX. COMMUNICATION MANHOLE EX. TELEPHONE BOX PROP. ASPHALT/CONCRETE SAWCUT PROP. CURB AND GUTTER DEMO D 1935 1934 S 1 100-YEAR FLOODPLAIN SAWCUT AND REMOVE EX. ASPHALT SAWCUT AND REMOVE EX. CURB AND GUTTER EX. CULVERT - SIZE UNKNOWN EX. 8" WATER STUB EX. SEWER MH RIM: 5377.21' IE: 5365.11' EX. SEWER MH RIM: 5376.19' IE: 5364.94' EX. SEWER MH RIM: 5373.64' IE: 5364.64' EX. SEWER MH RIM: 5393.96' IE: 5381.31' EX. SEWER MH RIM: 5412.60' IE: 5398.90' EX. STORM MH RIM: 5390.50' IE: 5385.5' EX. STORM MH RIM: 5410.20' IE: 5404.20' SAWCUT & REMOVE EX. SIDEWALK 50.00' GAS EASEMENT 50.00' GAS EASEMENT 10.00' UTILITY EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 20.00' ELECTRICAL EASEMENT EASEMENT 23 4 4 02.03.25 PERMIT & BID SET 5 5 L= 1 7 7 . 3 1 ' , R = 2 1 6 . 3 1 ' , Δ0 4 6 ° 5 8 ' 0 0 " L= 5 1 . 1 6 ' , R= 1 2 6 . 3 0 ' , Δ0 2 3 ° 1 2 ' 3 0 " S71° 2 1 ' 0 4 " E 85.3 9 ' ( R & M ) L=213.5 9 ' , R=175.0 3 ' , Δ 0 6 9 ° 5 5 ' 0 3 " L=5 4 . 2 3 , R=1 2 5 . 0 2 ' , Δ02 4 ° 5 1 ' 1 9 " S0 ° 2 7 ' 3 8 " E 19 6 . 7 1 ' ( R & M ) S67 ° 0 6 ' 2 3 " E 178 . 8 8 ' ( R & M ) N0 ° 0 0 ' 0 0 " E 10 5 . 8 1 ' ( R & M ) N89°35'03"E 328.29' (R&M) N0 ° 2 9 ' 2 3 " W 38 7 . 6 3 ' ( R & M ) S89°31'29"W 704.30' (R&M) S7 1 ° 1 5 ' 5 9 " w 44 . 4 8 ' ( R & M ) 6 7 8 9 10 6 7 8 9 101112 11 12DOLLAR GENERAL DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL OR BETTER THAN EXISTING CONDITIONS. 3.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT OF THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AHJ FOR EXCAVATING AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 5.THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 6.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS. 13 13 13 13 5414 5 3 9 4 S71° 2 1 ' 0 4 . 0 0 " E 85.3 9 0 L =213 .5 8 8 ,R =1 7 5 .0 3 0D=0 6 9 .9 1 7 6 L =5 4.2 3 4,R =1 2 5 .0 2 0 D =0 24 .8 5 5 2 S0 0 ° 2 7 ' 3 8 . 0 0 " E 19 6 . 7 1 0 S67 ° 0 6 ' 2 3 . 0 0 " E 178 . 8 8 0 N0 0 ° 0 0 ' 0 0 . 0 0 " E 10 5 . 8 1 0 N89° 35' 03.00"E 328.290 N0 0 ° 2 9 ' 2 3 . 0 2 " W 38 7 . 6 3 0 S89° 31' 29.00"W 704.293 S0 0 ° 1 5 ' 5 9 . 0 0 " W 44 . 4 9 6 L=177.314, R=216.310 D=046.9667 L=177.314, R=216.310 D=046.9667 S59° 31' 09.00"E 10.000 L=51.249, R=126.300 D=023.2490 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 1:59 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C020-PARACHUTE_PHASE_1_E&SC.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: PH A S E 1 E & S C AS T E R P L A C E C020 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R 50.00' GAS EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 20.00' ELECTRICAL EASEMENT 10.00' UTILITY EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT NOTES LEGEND KEYNOTES CONCRETE WASHOUT - SEE DETAIL 2/C022 TRASH COLLECTION AREA RESTROOM AREA SOIL BORROW AREA SILT FENCE IN THIS AREA ONLY WHEN INSTALLING SEWER LINE CURB INLET PROTECTION 1 2 3 1935 1934 PROPERTY LINE EASEMENT EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL LIMITS OF DISTURBANCE SILT FENCE - SEE DETAIL 1/C022 GENERAL FLOW PATH STABILIZED CONSTRUCTION ENTRANCE - SEE DETAIL 2/C022 SOIL STOCKPILE MATERIALS HANDLING & EQUIPMENT STORAGE AREA CURB INLET PROTECTION - SEE DETAIL 3/C022 1 2 3 1.MAINTAIN/ESTABLISH GRASS ON AREAS NOT BEING AFFECTED BY EARTHWORK ACTIVITIES - SEE LANDSCAPE PLANS. 2.MAINTAIN A MAX. 3:1 SLOPE ON ALL DISTURBED SLOPES. 3.FILL SOIL NEEDED FOR SITE MAY BE TAKEN FROM THE SOIL BORROW AREA. FILL SOIL MUST MEET ALL REQUIREMENTS OF THE GEOTECHNICAL REPORT. IF SOIL FROM THE BORROW AREA DOES NOT MEET REQUIREMENTS OF FILL SOIL SPECIFIED IN THE GEOTECHNICAL REPORT, CONTACT OWNER AND ENGINEER FOR AN ALTERNATE LOCATION. 4 4 5 5 55 02.03.25 PERMIT & BID SET 6 6 DOLLAR GENERAL 540 0 5415 5420 54 1 5 54 2 0 5 4 2 5 5420 5420 5415 54 0 5 54 1 0 540 5 5 3 9 5 539 0 53 8 0 53 7 5 53 7 5 53 8 0 53 8 5 53 9 0 53 9 5 54 0 0 54 0 5 5 4 1 0 5 3 9 5 STSTSTSTSTST ST ST S T STSTSTSTSTSTST STSTSTSTSTST STSTSTSTSTSTST ST ST S T ST ST ST S T S T 5410 54 1 0 53 9 5 539 0 5385 53 8 0 53 9 5 54 1 0 54 1 5 53 9 5 5400 5405 5 3 7 5 S89° 31' 29.00"W 704.293 L=177.314, R=216.310 D=046.9667 L=39.842, R=141.250 D=016.1612 S59° 31' 09.00"E 10.000 L=51.249, R=126.300 D=023.2490 S71° 2 1 ' 0 4 . 0 0 " E 85.3 9 0 L=213.588,R =17 5 .0 3 0 D=069.917 6 L =5 4.2 3 4,R =1 2 5 .0 2 0 D =0 24 .8 5 5 2 S0 0 ° 2 7 ' 3 8 . 0 0 " E 19 6 . 7 1 0 S67 ° 0 6 ' 2 3 . 0 0 " E 178 . 8 8 0 N0 0 ° 0 0 ' 0 0 . 0 0 " E 10 5 . 8 1 0 N89° 35' 03.00"E 328.290 N0 0 ° 2 9 ' 2 3 . 0 2 " W 38 7 . 6 3 0 S0 0 ° 1 5 ' 5 9 . 0 0 " W 44 . 4 9 6 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:00 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C021-PARACHUTE_PHASE_2_E&SC.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: PH A S E 2 E & S C AS T E R P L A C E C021 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N LEGEND S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R BUILDING A 5405.5' FFE5403.5' FFE 5407.5' FFE BUILDING C 5410.2' FFE BUILDING B 5407.5' FFE 5409.5' FFE5405.5' FFE 1935 1934 1935 1934 EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL LIMITS OF DISTURBANCE SILT FENCE - SEE DETAIL 1/C022 GENERAL FLOW PATH STABILIZED CONSTRUCTION ENTRANCE - SEE DETAIL 2/C022 SOIL STOCKPILE MATERIALS HANDLING & EQUIPMENT STORAGE AREA CURB INLET PROTECTION - SEE DETAIL 3/C022 AREA INLET PROTECTION - SEE DETAIL 4/C022 EROSION LOG - SEE DETAILS 4/C022 & 1/C023 STRAW WATTLE CHECK DAM - SEE DETAIL 1/C023 50.00' GAS EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 20.00' ELECTRICAL EASEMENT 10.00' UTILITY EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT PROP. 15.00' WATER UTILITY EASEMENT TO BATTLEMENT MESA METRO DISTRICT 12 3 NOTES KEYNOTES CONCRETE WASHOUT - SEE DETAIL 2/C022 TRASH COLLECTION AREA RESTROOM AREA SOIL BORROW AREA SILT FENCE IN THIS AREA ONLY WHEN INSTALLING SEWER LINE CURB INLET PROTECTION AREA INLET PROTECTION 1 2 3 1.MAINTAIN/ESTABLISH GRASS ON AREAS NOT BEING AFFECTED BY EARTHWORK ACTIVITIES - SEE LANDSCAPE PLANS. 2.MAINTAIN A MAX. 3:1 SLOPE ON ALL DISTURBED SLOPES. 3.FILL SOIL NEEDED FOR SITE MAY BE TAKEN FROM THE SOIL BORROW AREA. FILL SOIL MUST MEET ALL REQUIREMENTS OF THE GEOTECHNICAL REPORT. IF SOIL FROM THE BORROW AREA DOES NOT MEET REQUIREMENTS OF FILL SOIL SPECIFIED IN THE GEOTECHNICAL REPORT, CONTACT OWNER AND ENGINEER FOR AN ALTERNATE LOCATION. 4.AT CONCLUSION OF CONSTRUCTION, REMOVE ANY ACCUMULATED SEDIMENT IN STORMWATER INLETS, CATCH BASIN, MANHOLE, DRY DETENTION BASIN, AND FOREBAY. 4 5 4 555 6 6 6 7 7 7 7 7 7 7 77 7 7 02.03.25 PERMIT & BID SET DOLLAR GENERAL 6 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:00 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C022-PARACHUTE_E&SC_DETAILS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: E& S C D E T A I L S AS T E R P L A C E C022 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 SCALE: NTS AREA INLET PROTECTION & EROSION LOG 4 C022 SCALE: NTS SILT FENCE 1 C022 SCALE: NTS CONCRETE WASHOUT & CONSTRUCTION ENTRANCE 2 C022 SCALE: NTS CURB INLET PROTECTION 3 C022 02.03.25 PERMIT & BID SET DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:01 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C022-PARACHUTE_E&SC_DETAILS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: E& S C D E T A I L S AS T E R P L A C E C023 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 NOTES: 1.STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 2.REMOVE SEDIMENT BEFORE IT REACHES ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE WATTLE 20' 1/3 FIBER ROLL Ø SCALE: NTS STRAW WATTLE CHECK DAM 1 C023 1.5" X 1.5" X 18" WOODEN STAKE (MIN.) 8" Ø MIN. FIBER ROLL DITCH CROSS-SECTION 02.03.25 PERMIT & BID SET 27 8 30 32 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:02 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C100-PARACHUTE_SITEPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CO N S T R U C T I O N S I T E P L A N AS T E R P L A C E C100 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N CONSTRUCTION NOTES LEGEND PROP. REGULAR DUTY CONCRETE PAVEMENT - SEE DETAIL 4/C400 PROP. CONCRETE SIDEWALK - SEE DETAIL 4/C400 PROP. HEAVY DUTY CONCRETE PAVEMENT - SEE DETAIL 3/C400 PROP. REGULAR DUTY ASPHALT PAVEMENT - SEE DETAIL 2/C400 PROP. HEAVY DUTY ASPHALT PAVEMENT - SEE DETAIL 1/C400 PROP. GRAVEL PAVING - SEE DETAIL 10/C400 PROP. GRAVEL AREA - SEE LANDSCAPE PROP. GRASSED AREA FOUNDATION STEP - SEE STRUCTURAL CATCH CURB AND GUTTER TYPE II (SECTION IIB) - SEE DETAIL 1/C401 SPILL CURB AND GUTTER MOUNTABLE CURB AND GUTTER ACCESSIBLE ROUTE PARKING COUNT FUTURE EV INFRASTRUCTURE (EV READY) - SEE ELECTRICAL EVSE CHARGING STATION - SEE ELECTRICAL LIGHT POLE - SEE ELECTRICAL 1.ALL CURB RADII SHOWN ARE TO FACE OF CURB. 2.ALL DIMENSIONS ARE TO FACE OF CURB OR OUTSIDE OF WALL, UNLESS OTHERWISE NOTED. 3.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 4.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 5.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 6.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 8.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 9/C400. 9.ALL PAVEMENT STRIPING SHALL BE PAINTED WHITE IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS OTHERWISE NOTED. 10.CONTRACTOR SHALL PROVIDE CONCRETE JOINTING SUBMITTAL MINIMUM 15 WORKING DAYS PRIOR TO PLANNED POUR FOR REVIEW AND APPROVAL. 11.SEE LANDSCAPE FOR PLAYGROUND DETAILS. 12.CONTRACTOR SHALL PROVIDE GARFIELD COUNTY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL MIN. 3 WEEKS PRIOR TO WORK IN THE RIGHT-OF-WAY. 1 BLDG A BLDG B 5405.50' FFE5403.50' FFE 5407.50' FFE 5407.50' FFE5405.50' FFE 5409.50' FFE BUILDING C 5410.2' FFE KEYNOTES ADA STRIPING - SEE DETAIL 5/C400 ADA SIGN - SEE DETAIL 6/C400 ADA RAMP - SEE DETAIL 2/C401 MOUNTABLE CURB & GUTTER TYPE II (SECTION MS) - SEE DETAIL 1/C401 1 2 3 4 5 6 7 8 9 10 11 12 DRIVEWAY - SEE DETAIL 1/C401 TRASH ENCLOSURE - SEE ARCHITECTURE STORMWATER DRY DETENTION BASIN DETENTION BASIN ACCESS - SEE DETAIL 10/C400 TRANSFORMER PAD ASPHALT PATCHBACK - MATCH EXISTING SECTION FIRE DEPARTMENT CONNECTION - SEE BUILDING PLANS EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED MONUMENT SIGN - SEE ARCHITECTURE TEMPORARY PARKING SIGN - SEE DETAIL 7/C400 5' BLACK VINYL CHAIN LINK FENCE - SEE LANDSCAPE GATE FOR MAINTENANCE ACCESS MAILBOXES - SEE ARCHITECTURE REPLACE EX. SIDEWALK - MATCH EX. SECTION RIGHT TURN LANE LIGHT POLE - SEE ELECTRICAL RIGHT TURN ARROW TURN LANE STRIPING 5 6 7 S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R 25.00' 25.00' 8.00' TYP 18.00' TYP 3 3 2 2 10 12 13 6.50' 7.50' 18.00' 18.00' 18.00' 7.50' 21 SITE DATA BLOCK NUMBER OF UNITS 58 MIN. REQUIRED PROVIDED PARKING 87 97 10.00' UTILITY EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 15.00' UTILITY AND LANDSCAPE EASEMENT 20.00' ELECTRICAL EASEMENT EASEMENT 50.00' GAS EASEMENT L= 1 7 7 . 3 1 ' , R = 2 1 6 . 3 1 ' , Δ0 4 6 ° 5 8 ' 0 0 " S59°31'09"E 10.00' (R&M) L= 5 1 . 1 6 ' , R= 1 2 6 . 3 0 ' , Δ0 2 3 ° 1 2 ' 3 0 " S71° 2 1 ' 0 4 " E 85.3 9 ' ( R & M ) L=213.5 9 ' , R=175.0 3 ' , Δ 0 6 9 ° 5 5 ' 0 3 " L=5 4 . 2 3 , R=1 2 5 . 0 2 ' , Δ02 4 ° 5 1 ' 1 9 " S0 ° 2 7 ' 3 8 " E 19 6 . 7 1 ' ( R & M ) S67 ° 0 6 ' 2 3 " E 178 . 8 8 ' ( R & M ) N0 ° 0 0 ' 0 0 " E 10 5 . 8 1 ' ( R & M ) N89°35'03"E 328.29' (R&M) N0 ° 2 9 ' 2 3 " W 38 7 . 6 3 ' ( R & M ) S89°31'29"W 704.30' (R&M) L=39.84', R=141.25', Δ016°09'40" 13 9 02.03.25 PERMIT & BID SET PROP. 15.00' WATER UTILITY EASEMENT TO BATTLEMENT MESA METRO DISTRICT S7 1 ° 1 5 ' 5 9 " w 44 . 4 8 ' ( R & M ) PLAYGROUND DOLLAR GENERAL 8 4 14 2 3 2 3 15 12.00' TYP 5.00' 14.00' 5.00' 14.00' 12.00' TYP12.00' TYP 18.00' TYP 5.00' TYP R3.00' TYP R9.00' TYP 0.88' TYP R3.00'R3.00'R37.00' R45.00' 20.00' 20.00' 15.00' 9.00' 15.00' R7.00' R41.00' 8.00' R3.00' TYP 20.50' 3 3 7.50' 7.50' 18.02' 90.00' 57.00' 25.87' 20.00' 47.56' 23.87' 43.00' 25.00' 16 16 17 17 41.83' DETAIL1 C100 DETAIL2 C100 SCALE: 1" = 20' DETAIL 1 C400 SCALE: 1" = 10' DETAIL 2 C400 0 10 SCALE IN FEET 20 N 0 20 SCALE IN FEET 40 N 3 14 8.77' 5.00' 20.43' 16.51'22.69' 3.63' R7.50'R2.50' R4.50'R9.50' R7.50'R2.50' R2.50' R7.50' 5.00' 8.00' 18 18 21.73'17.00' 12.02' 4.00'5.75' 5.75' 3.90' 7.50' 11.73' 10.00' 6.00' 6.00' 12.00' 24.00' 9.81' 4.00' 12.00' 6.00' 6.00' 14.00'15.00' 8.00' 5.92'31.00' 5.73' R20.00' R27.00' R8.00' R12.98' R22.00' R14.48' 4.00' 5.00' 11.37' 19.10' 13.33' R12.50' R7.50'R9.50' R4.49' 7.00' 5.79' 3.52' 63.73' 1 15 3 9 5.75' 5.75' 7.13' 19.00' 11.54' 10.70' 6.50' 23.43' 20.00' 6 8.00' 8.00' 7.50' 12.24' 1 1 1 1.03' 7.88' 70°' 151°' 15°' 20.00' 19 19 19 19 20 20 21 21 21 21 21 21 21 11 11 22 22 23 23 540 0 5415 5420 54 1 5 54 2 0 5 4 2 5 5420 5420 5415 54 0 5 54 1 0 540 5 5 3 9 5 539 0 53 8 0 53 7 5 53 7 5 53 8 0 53 8 5 53 9 0 53 9 5 54 0 0 54 0 5 5 4 1 0 5 3 9 5 STSTSTSTSTST ST ST S T STSTSTSTSTSTST STSTSTSTSTST STSTSTSTSTSTST ST ST S T ST ST ST S T S T 5410 54 1 0 53 9 5 539 0 5385 53 8 0 53 9 5 54 1 0 54 1 5 53 9 5 5400 5405 5 3 7 5 2.55% 2.5 5 % 2.58% 3. 2 4 % 1 . 5 6 % 14.78% 3. 4 3 % 3.9 8 % 12.00% 15.85 % 8.58% 33.33% 2.51% 5. 5 2 % 7.0 5 % 2 2 . 2 6 % 2 4 . 6 0 % 10 . 4 2 % 3.12% 4.30 % 7.36% 7.64% 4.72% 4.34% 7.77% 33 . 3 3 % 27.64 % 33.3 0 % 33. 3 3 % W W W W W W W W W W W W W W W W W W W W SS S S S S SS SS SS SS SSSSSS SS SS SS SS SS W W W W W W W W W W W W W W W W W W U G E UGE UGE UGE UGE UGE UG E DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:02 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C200-PARACHUTE_GRADINGPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: OV E R A L L G R A D I N G P L A N AS T E R P L A C E C200 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R DOLLAR GENERAL DETAILED GRADING PLAN SEE C201 LEGEND EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL SPOT SLOPE 1935 1934 CONSTRUCTION NOTES 1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED. 2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY PARTNER ENGINEERING AND SCIENCE, INC. DATED NOVEMBER 13, 2024. 3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OR AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH MOVING OPERATIONS. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVE OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 9.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 11.MAX SLOPE ON SITE IS 3:1. 12.FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING AT A MINIMUM OF 3%. 1935 1934 BUILDING A BUILDING B BUILDING C 2.00% 540 0 5415 5420 5420 5420 540 5 5 3 9 5 5410 54 1 0 54 1 0 54 1 5 53 9 5 5400 5405 2.55% 2.5 5 % 2.58% 3. 2 4 % 1 . 5 6 % 14.78% 3. 4 3 % 3.9 8 % 12.00% 15.85 % 8.58% 33.33% 2.51% 5. 5 2 % 7.0 5 % 2 2 . 2 6 % 2 4 . 6 0 % 10 . 4 2 % 3.12% 33 . 3 3 % 27.64 % 33.3 0 % 33. 3 3 % 5400 54 0 5 5 4 0 0 54 0 5 5 4 0 5 - 3 2 . 3 6 % - 1 7 . 4 5 % -6 . 6 0 % -5 . 0 6 % -5 . 5 2 % -8 . 4 3 % 5418.48 MEG 5418.67 TBC 5417.23 TBC5414.71 TBC5411.74 TBC 5409.73 TBC 5409.66 TBC 5409.65 TBC 5409.51 TBC 5409.59 TC 5409.59 TC 5409.58 TC 5408.16 TC 5408.00 TC 5405.60 TC 5405.36 TC 5405.50 TC 5403.50 TC 5403.43 TC 5403.50 TC 5403.01 TC 5403.36 TBC 5403.27 TBC 5403.17 TBC 5401.61 TBC 5401.72 TC 5401.81 TC 5401.83 TBC 5406.44 TBC 5400.10 RIM 5399.42 RIM 5399.81 RIM 5406.22 RIM 5407.50 RIM 5407.60 RIM 5408.50 TBC 5408.50 TBC 5408.50 TC5408.50 TBC 5408.50 TC 5408.50 TBC 5408.50 TC 5408.38 TC 5407.81 TC 5407.49 TC 5406.53 TC 5406.29 TC 5406.29 TC 5406.53 TC 5407.49 TC 5407.81 TC 5408.38 TC 5408.38 TC 5408.38 TC 5408.48 TC 5408.48 TC 5408.48 TC 5408.58 TC 5408.76 TC 5409.53 TC 5409.61 TC 5410.20 TC 5410.20 TC 5410.12 TC 5410.39 TC 5410.39 TC 5410.85 TC 5410.85 TC 5411.87 TC 5411.87 TC 5412.23 TC 5412.23 TC 5413.05 TC 5413.05 TC 5413.42 TC 5413.42 TC 5414.64 TC 5414.56 TC 5414.54 TC 5414.56 TC 5409.77 TC 5409.55 TC 5410.20 TC 5410.20 TC 5410.20 TC 5410.20 TC 5409.96 TC 5409.96 TC 5408.85 TC 5409.11 TC 5409.61 TC 5409.35 TC 5410.08 TC 5410.12 TC 5409.46 RIM5405.50 TC 5405.30 RIM 5403.29 RIM 5403.20 RIM 5401.87 TC 5401.55 RIM 5400.96 RIM 5407.64 RIM 5405.64 TA5405.48 TA 5404.59 TBC 5407.67 TBC 5410.05 FL 5410.02 FL 5409.94 FL 5408.12 FL 5407.97 FL 5409.11 FL 5408.62 FL 5405.47 TC 5405.31 TC 5405.40 TC 5405.40 TC 5406.15 TC 5406.29 TC 5407.50 TC 5407.50 TC 5407.79 TC 5407.55 TC 5407.06 FL 5406.87 FL 5406.82 FL 5406.67 FL 5406.64 FL 5406.53 FL 5406.33 FL 5395.72 RIM 5401.73 TC 5402.13 TBC 5402.21 TC 5414.89 TC 5414.67 TC 5405.92 MEG5405.65 MEG 5408.75 TBC 5408.85 TC 5408.29 TC 5408.13 TC 5408.39 TC 5408.70 TBC 5408.54 TBC 5410.20 TC 5405.17 FG 5405.41 FG 5407.30 FG 5405.99 TBC 5408.33 TBC 5405.91 TBC 5405.75 TBC 5405.45 TC 5405.64 TC 5405.61 TC 5406.12 TC 5405.46 TBC 5405.29 TA 5407.99 TA 5408.49 TA 5408.87 TC 5409.18 TC 5409.38 TC 5409.41 TC 5417.07 MEG 5417.71 MEG 5418.72 TBC 5418.22 TC 5385.77 RIM 5389.48 RIM 5403.76 RIM 5403.33 TC 5403.22 TC 5403.20 TC 5403.08 TC 5403.37 TC 5403.40 TC 5403.35 TC 5403.33 TC 5402.28 TC 5401.87 TBC 5401.93 TC 5402.03 TC 5402.38 TC 5402.81 TBC 5402.81 TC 5403.15 TBC 5403.47 TBC 5403.45 TC 5403.31 TBC 5403.71 TC 5403.53 TC 5403.74 TBC 5403.56 TBC 5403.11 RIM 5404.96 TC 5404.92 TC 5404.72 TBC 5404.17 TC 5404.32 TC 5404.30 TBC 5404.78 TBC 5404.19 TC 5404.03 TC 5404.50 TA 5404.34 TA5404.18 TA 5404.02 TA 5404.52 TBC 5404.33 TC 5405.50 TC 5400.73 TC 5399.99 TC 5399.98 RIM 5399.97 TBC 5399.82 RIM 5404.31 RIM -18.16% -18.36% 5401.05 FG 5401.00 FG 5402.40 RIM 5403.50 FL 5405.00 FL 5405.31 FG 5405.10 RIM 5407.31 FG 5407.40 FL 5407.10 RIM 5409.31 FG 5408.78 RIM 5408.37 FL 5408.49 FL 5408.97 FL 5409.09 FL 5409.24 FL 5409.34 RIM5409.18 TC 5409.18 TC 5409.52 TC 5410.26 TC 5410.36 TC 5410.02 TC 5410.06 TC 5407.25 RIM 5407.50 TC 5407.36 TC 5407.30 RIM 5407.93 TC 5408.02 TC 5407.41 TC 5407.50 TC 5407.50 TC 5407.18 TC 5405.10 RIM 5408.99 TC 5408.32 TC 5408.83 TBC 5408.16 TC 5408.67 TBC 5408.51 TC 5408.85 TBC 5408.18 TC5408.02 TC 5408.36 TBC 5408.53 TA 5408.37 TA 5409.02 TBC 5409.05 TBC 5408.94 TBC 5408.99 TBC 5408.94 TBC 5409.00 TBC 5408.85 TBC 5408.89 TBC5408.71 TBC 5408.68 TBC 5408.62 TBC 5408.77 TBC 5408.83 TBC 5408.81 TBC 5408.72 TBC 5408.67 TBC 5409.52 TC 5409.62 TC 5409.58 TC 5409.85 TC 5411.07 TBC 5412.88 TBC 5414.41 TBC 5415.47 TBC 5421.02 TBC/MEG 5420.14 TBC 5420.05 TC 5419.19 TC 5419.41 TBC 5418.92 TC 5419.64 TC 5418.41 TBC 5410.69 TC 5412.16 TBC 5410.76 TBC 5410.73 TBC 5411.08 TBC 5411.17 TBC 5411.33 TBC 5411.32 TBC 5411.26 TBC 5409.49 TC 5409.33 TBC 5409.33 TC 5409.51 TC 5406.50 TBC 5407.50 TBC 5408.14 TA 5408.30 TA 5399.50' 5398.50' 5396.00' 53 9 9 . 5 0 ' 53 9 8 . 5 0 ' 53 9 6 . 5 0 ' 5398.50 RIM - 3 . 9 5 % 5416.35 TBC/MEG 5416.50 TC 5416.92 TC 5417.07 TC 5418.61 TC 5418.17 TC DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:11 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C201-PARACHUTE_DETAILEDGRADINGPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: DE T A I L E D G R A D I N G P L A N AS T E R P L A C E C201 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 20 SCALE IN FEET 40 N S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D 5403.5' FFE BUILDING A 5405.5' FFE 5407.5' FFE BUILDING B 5407.5' FFE5405.5' FFE 5409.5' FFE 5410.2' FFE BUILDING C LEGEND EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL STORMWATER SWALE SPOT SLOPE ELEVATION - TOP OF CONCRETE ELEVATION - TOP OF ASPHALT ELEVATION - TOP BACK OF CURB ELEVATION - SURFACE RIM ELEVATION - MATCH EXISTING GRADE ELEVATION - FLOWLINE ELEVATION - FINISHED GROUND 1935 1934 2.00% 5966.19 TBC SPOT GRADE FEATURE INDICATOR SPOT GRADE 5966.19 TC 5966.19 TBC 5966.19 RIM 5966.19 MEG 5966.19 FL 2' FFE STEP DOWN - SEE ARCHITECTURE1 KEYNOTES 5966.19 TA 1935 1934 11 5966.19 FG 33.33% 33 . 3 3 % 3 3 . 3 3 % 1 1 CONSTRUCTION NOTES 1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED. 2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY PARTNER ENGINEERING AND SCIENCE, INC. DATED NOVEMBER 13, 2024. 3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OR AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH MOVING OPERATIONS. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVE OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 9.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 11.MAX SLOPE ON SITE IS 3:1. 12.FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING AT A MINIMUM OF 3%. 540 0 5415 5420 54 1 5 54 2 0 5 4 2 5 5420 5420 5415 54 0 5 54 1 0 540 5 5 3 9 5 539 0 53 8 0 53 7 5 53 7 5 53 8 0 53 8 5 53 9 0 53 9 5 54 0 0 54 0 5 5 4 1 0 5 3 9 5 STSTSTSTSTST ST ST S T STSTSTSTSTSTST STSTSTSTSTST STSTSTSTSTSTST ST ST S T ST ST ST S T S T 5410 54 1 0 53 9 5 539 0 5385 53 8 0 53 9 5 54 1 0 54 1 5 53 9 5 5400 5405 5 3 7 5 W W W W W W W W W W W W W W W W W W W W SS S S S S SS SS SS SS SSSSSS SS SS SS SS SS W W W W W W W W W W W W W W W W W W U G E UGE UGE UGE UGE UGE UG E 5399.50' 5398.50' 5396.00' 53 9 8 . 5 0 ' 53 9 6 . 5 0 ' DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:12 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C202-PARACHUTE_DRAINAGEPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: DR A I N A G E P L A N AS T E R P L A C E C202 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N CONSTRUCTION NOTES LEGEND 1.STORMWATER PIPE SHALL BE PVC ASTM D 3034, SDR-35 UTILITZING ELASTOMERIC GASKET JOINTS. 2.SEE DETAIL 5/C402 FOR DOWNSPOUT CONNECTION DETAIL. S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL EX. STORMWATER LINE EX. STORMWATER MANHOLE EX. STORMWATER INLETS PROP. STORMWATER SWALE PROP. STORMWATER DETENTION BASIN FREEBOARD PROP. STORMWATER DETENTION BASIN CONTOURS PROP. STORMWATER LINE PROP. STORMWATER CLEANOUT - SEE DETAIL 5/C401 PROP. STORMWATER CURB INLET - SEE DETAIL 1/C402 PROP. STORMWATER YARD INLET - SEE DETAIL 2/C402 PROP. STORMWATER MANHOLE PROP. STORMWATER OUTLET STUCTURE - SEE DETAIL 2/C403 PROP. STORMWATER CATCHBASIN 1935 1934 STORMWATER CURB INLET #1 - SEE DETAIL 1/C402 RIM: 5401.533' IE IN (NW): 5397.62' IE OUT (SE): 5397.62' STORMWATER CURB INLET #2 - SEE DETAIL 1/C402 RIM: 5403.059' IE IN (NW): 5397.12' IE OUT (S): 5397.12' STORMWATER OUTLET STRUCTURE - SEE DETAIL 2/C403 RIM: 5398.50' IE OUT (W): 5396.00' STORMWATER CATCH BASIN - SEE DETAIL 6/C401 RIM: 5399.81' IE IN (N): 5397.81' IE IN (E): 5398.33' IE OUT (SE): 5397.81' STORMWATER MANHOLE #2 - SEE DETAIL 3/C401 RIM: 5402.40' IE IN (N): 5396.62' IE IN (NE): 5397.00' IE OUT (W): 5396.62' 12" Ø STORM YARD INLET - DETAIL 2/C402 8" Ø STORM YARD INLET - DETAIL 2/C402 STORMWATER DRY DETENTION BASIN - SEE DETAIL 1/C403 STORMWATER FOREBAY - SEE DETAIL 1/C403 DRAINAGE SWALE - SEE DETAIL 4/C402 RIP RAP APRON - SEE DETAIL 4/C401 8" PIPE @ 3.91% 8" PIPE @ 0.75% 8" PIPE @ 1.51% 8" PIPE @ 2.72% 8" PIPE @ 4.35% 8" PIPE @ 2.14% 8" PIPE @ 0.92% 8" PIPE @ 0.84% 8" PIPE @1.72% 10" PIPE @ 0.50% 12" PIPE @ 0.50% WALL ROOF EXTENTS 1 2 KEYNOTES 3 4 5 CO D STST 1 2 5403.5' FFE BUILDING A 5405.5' FFE 5407.5' FFE BUILDING B 5407.5' FFE5405.5' FFE 5409.5' FFE 5410.2' FFE BUILDING C 8 10 10 10 10 77 6 6 7 7 7 7 6 7 4 1935 1934 D 8 9 9 7 5 DOLLAR GENERAL 103 11 12 11 11 11 11 11 1111 IE 5405.93' IE 5402.71' IE 5398.51' IE 5398.32' IE 5405.31' IE 5407.01' IE 5407.18' IE 5397.06' IE 5396.94' IE 5396.50' IE 5395.89' 11 IE 5408.68'IE 5408.12' IE 5408.05' IE 5407.52' 13 14 15 16 17 18 19 20 21 22 12 13 IE 5404.83' 141414 13 13 1521 21 16 21 21 17 22 22 18 19 20 23 24 23 24 23 24 23 24 02.03.25 PERMIT & BID SET DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:12 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C210-PARACHUTE_CUTFILLDIAGRAM.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CO L O R C U T F I L L D I A G R A M AS T E R P L A C E C210 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N LEGEND CUT - 8' TO 6' CUT - 6' TO 4' CUT - 4' TO 2' CUT - 2' TO 0' FILL - 0' TO 2' FILL - 2' TO 4' FILL - 4' TO 6' FILL - 6' TO 8' FILL - 6' TO 10' S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R CUT & FILL TOTAL CUT (CY)7,879 TOTAL FILL (CY)10,924 NET (CY)3,045 NOTE: PAVEMENT SECTION, FOUNDATIONS, AND STRUCTURAL FILL NOT REMOVED FROM THESE NUMBERS, WHICH WILL REDUCE TOTAL FILL. 02.03.25 PERMIT & BID SET EL E V A T I O N STATION 5392 5400 5410 5420 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 EL E V A T I O N STATION 5392 5400 5410 5420 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 EL E V A T I O N STATION 5395 5400 5410 5420 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 S T STSTSTSTSTSTST ST S T 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+60.830+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.00 S T S T W W W W W W W W W W SS SS SS SSSSSS SS W W W W W W W W W W W W W W W W W W U G E UGE UGE UGE STSTSTSTSTSTST STSTSTSTSTST ST 0+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.000+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+56.12 W W W WSS UGE UGE UG E ST ST S T STSTSTSTSTSTST ST S T 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+59.820+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.00 W W W W W S S SSSSSS SS SS SS U G E UGE UGE UGE 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+59.820+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+60.830+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.00 0+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.000+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+56.12 UGE UGE UGE UG E DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:13 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C220-PARACHUTE_SITE_CROSS_SECTIONS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: SI T E C R O S S S E C T I O N S AS T E R P L A C E C220 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 PROFILE VIEW HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 16' 0 40 HORIZONTAL SCALE IN FEET 80 0 16 VERTICAL SCALE IN FEET 32 PROFILE VIEW HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 16' 0 40 HORIZONTAL SCALE IN FEET 80 0 16 VERTICAL SCALE IN FEET 32 PROFILE VIEW HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 16' 0 40 HORIZONTAL SCALE IN FEET 80 0 16 VERTICAL SCALE IN FEET 32 SECTION 1 1 C220 SECTION 2 2 C220 SECTION 3 3 C220 CROSS SECTION - SEE 1/C220 CROSS SECTION - SEE 2/C220 CROSS SECTION - SEE 3/C220 1 KEYNOTES 1 1 3 2 1 PLAN VIEW SCALE: 1" = 40' PLAN VIEW SCALE: 1" = 40' PLAN VIEW SCALE: 1" = 40' 0 40 SCALE IN FEET 80 N 0 40 SCALE IN FEET 80 N 0 60 SCALE IN FEET 120 N PLAN VIEW SCALE: 1" = 60' 0 40 SCALE IN FEET 80 N 02.03.25 PERMIT & BID SET EL E V A T I O N STATION 5392 5400 5410 5420 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 EL E V A T I O N STATION 5392 5400 5410 5420 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 EL E V A T I O N STATION 5395 5400 5410 5420 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 ST ST ST ST ST ST ST ST ST ST ST ST 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+29.420+50.00 1+50.00 2+50.00 3+50.00 WWW WW WW W W W ST S T ST ST ST 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+29.940+50.00 1+50.00 2+50.00 3+50.00 WW SS SS SS W W W W UGE UG E UG E UG E UG E UG E UGE ST ST ST ST ST ST ST ST ST 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 4+27.990+50.00 1+50.00 2+50.00 3+50.00 ST ST SS SS SS SS W W W 0+00.00 1+00.00 2+00.00 3+00.00 4+00.004+27.990+50.00 1+50.00 2+50.00 3+50.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.004+29.420+50.00 1+50.00 2+50.00 3+50.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.004+29.940+50.00 1+50.00 2+50.00 3+50.00 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:14 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C221-PARACHUTE_SITE_CROSS_SECTIONS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: SI T E C R O S S S E C T I O N S AS T E R P L A C E C221 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 PROFILE VIEW HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 16' 0 40 HORIZONTAL SCALE IN FEET 80 0 16 VERTICAL SCALE IN FEET 32 PROFILE VIEW HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 16' 0 40 HORIZONTAL SCALE IN FEET 80 0 16 VERTICAL SCALE IN FEET 32 PROFILE VIEW HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 16' 0 40 HORIZONTAL SCALE IN FEET 80 0 16 VERTICAL SCALE IN FEET 32 SECTION 1 1 C221 SECTION 2 2 C221 SECTION 3 3 C221 CROSS SECTION - SEE 1/C221 CROSS SECTION - SEE 2/C221 CROSS SECTION - SEE 3/C221 1 KEYNOTES 1 1 3 2 1 PLAN VIEW SCALE: 1" = 40' PLAN VIEW SCALE: 1" = 40' PLAN VIEW SCALE: 1" = 40' 0 40 SCALE IN FEET 80 0 40 SCALE IN FEET 80 0 60 SCALE IN FEET 120 N PLAN VIEW SCALE: 1" = 60' 0 40 SCALE IN FEET 80 N N N 02.03.25 PERMIT & BID SET STSTSTSTSTST ST ST S T STSTSTSTSTSTST STSTSTSTSTST STSTSTSTSTSTST ST ST S T ST ST ST S T S T W W W W W W W W W W W W W W W W W W W W SS S S S S SS SS SS SS SSSSSS SS SS SS SS SS W W W W W W W W W W W W W W W W W W U G E UGE UGE UGE UGE UGE UG E DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:22 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C300-PARACHUTE_WETUTILITYPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: WE T U T I L I T Y P L A N AS T E R P L A C E C300 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N LEGEND CONSTRUCTION NOTES STST CO CO WW UGEUGE SSSS WW S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R EASEMENT EX. ELECTRIC LINE EX. UNDERGROUND ELECTRIC LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. ELECTRIC MANHOLE EX. ELECTRIC STRUCTURE EX. FIRE HYDRANT EX. SANTITARY SEWER MANHOLE EX. SANITARY SEWER CLEANOUT EX. STORMWATER MANHOLE EX. STORMWATER INLET EX. WATER VALVE EX. WATER METER EX. COMMUNICATION MANHOLE EX. TELEPHONE BOX PROP. UNDERGROUND ELECTRIC LINE PROP. SEWER LINE PROP. STORMWATER LINE PROP. STORMWATER DITCH PROP. WATER LINE PROP. FIRE LINE PROP. ELEC TRANSFORMER PROP. SEWER DOGHOUSE MH PROP. SEWER CLEANOUT PROP. STORM CLEANOUT PROP. STORM CURB INLET PROP. STORM YARD INLET PROP. STORM MANHOLE PROP. WATER VALVE D S KEYNOTES 1 2 4 5 6 7 8 9 10 11 EX. 8" WATER MAIN EX. 18" WATER MAIN EX. FIRE HYDRANT EX. SSMH RIM: 5373.64' IE: 5364.64' EX. SSMH RIM: 5393.96' IE: 5381.31' EX. SSMH RIM: 5412.60' IE: 5398.90' CONNECT TO EX. 8" STUB PER SEPARATE PLANS 8" PUBLIC WATER MAIN EXTENSION PER SEPARATE PLANS 4" FIRE SERVICE 3" WATER SERVICE 1" WATER SERVICE PROP. FIRE HYDRANT - MUELLER CENTURION 250 6" SEWER SERVICE 4" SEWER SERVICE SEWER SERVICE CONNECTION IE 5374.91' SEWER SERVICE CONNECTION IE 5377.83' SEWER SERVICE CONNECTION IE 5390.46' FIRE DEPARTMENT CONNECTION 7 4 5 S BLDG A BLDG B BUILDING C 5403.5' FFE 5405.5' FFE 5407.5' FFE 5407.5' FFE5405.5' FFE 5409.5' FFE 5410.2' FFE 6 8 9 9 1110 10 13 13 14 02.03.25 PERMIT & BID SET 1.PROVIDE UTILITY TRENCHING IN ACCORDANCE WITH DETAIL 3/402. 2.SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC PER ASTM D3034 SDR-35. PIPE SHALL BE BELL AND SPIGOT OF THE SOLVENT WELD TYPE. 3.DOMESTIC WATER SERVICE SHALL BE POLYETHYLENE (PE) PIPE MEETING AWWA SPECIFICATION C901 AND ASTM EP3406-3408. 4.FIRE (WATER) SERVICE PIPING SHALL BE PVC DR 25 PRESSURE PIPE PER ANSI/AWWA C900, CLASS 150. 5.PROVIDE SANITARY SEWER CLEANOUTS AT ALL SYMBOLS IN ACCORDANCE WITH DETAIL 5/C401. 6.CONNECT SEWER SERVICES TO MAIN WITH 45° WYE PER DETAIL 3/C403. D 12 2 1 DOLLAR GENERAL 13 14 3 12 15 16 17 15 16 17 3 18 18 18 STSTSTSTSTST ST ST S T STSTSTSTSTSTST STSTSTSTSTST STSTSTSTSTSTST ST ST S T ST ST ST S T S T W W W W W W W W W W W W W W W W W W W W SS S S S S SS SS SS SS SSSSSS SS SS SS SS SS W W W W W W W W W W W W W W W W W W U G E UGE UGE UGE UGE UGE UG E DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:23 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C301-PARACHUTE_DRYUTILITYPLAN.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: DR Y U T I L I T Y P L A N AS T E R P L A C E C301 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 0 40 SCALE IN FEET 80 N LEGEND DRY UTILITY COORDINATION NOTES 1.ELECTRIC SERVICE COORDINATION - THE CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE WITH XCEL ENERGY. XCEL ENERGY (ELECTRIC SERVICE) P.O. Box 660553 Dallas, TX 75266-0553 UGEUGE S BATTLEMENT PARKWAY ST O N E Q U A R R Y R D BAT T L E M E N T C R E E K T R EASEMENT EX. ELECTRIC LINE EX. UNDERGROUND ELECTRIC LINE EX. ELECTRIC MANHOLE EX. ELECTRIC STRUCTURE PROP. UNDERGROUND ELECTRIC LINE PROP. ELECTRIC TRANSFORMER FUTURE EV INFRASTRUCTURE (EV READY) - SEE ELECTRICAL EVSE CHARGING STATION - SEE ELECTRICAL LIGHT POLE - SEE ELECTRICAL KEYNOTES 1 2 BLDG A BLDG B BUILDING C PROP. PRIMARY ELEC. SERVICE PROP. TRANSFORMER PROP. SERVICE LINE TO BUILDING PROP. ELEC. PANEL - SEE ELECTRICAL 2 1 5403.5' FFE 5405.5' FFE 5407.5' FFE 5407.5' FFE5405.5' FFE 5409.5' FFE 5410.2' FFE 3 3 3 02.03.25 PERMIT & BID SET 2 1 3 444 4 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:25 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C400-PARACHUTE_CIVIL_DETAILS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CI V I L D E T A I L S AS T E R P L A C E C400 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 NOTES: 1.PRIOR TO PLACING STRUCTURAL FILL, SUBGRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND ONSITE GEOTECHNICAL OBSERVER. 2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE. ASPHALT PLACED IN LIFTS AND COMPACTED TO STANDARD PER GEOTECH REPORT IMPORTED CRUSHED BASE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT NOTES: 1.SEE SITE PLAN (C100) FOR JOINTS 2.CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND UTILIZE TYPE II OR V CEMENT. 3.SUBGRADE SHOULD BE PREPARED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 4.ALL CONCRETE PAVEMENT TO HAVE A LIGHT BROOM FINISH. IMPORTED CRUSHED BASE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. FIBER REINFORCED CONCRETE PAVEMENT - REFER TO GEOTECH REPORT AND SPECIFICATIONS SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT SCALE: NTS ASPHALT PAVEMENT - REGULAR DUTY 2 C400 SCALE: NTS CONCRETE PAVEMENT - REGULAR DUTY 4 C400 60°' 2.0' 9.0' 20 ' 9' 4" SOLID BLUE, NON SLIP, STRIPES IN LOADING AREAS (TYP) ACCESSIBILITY SYMBOL PAINT COLOR BLUE NOTE: MAXIMUM SLOPE IN ANY DIRECTION IS 2% 10" 12" 18" DIA. RESERVED PARKING VAN ACCESSIBLE 'R 7 - 8 ' 12" 18" 6" 60" MIN GREEN BORDER GREEN LETTERS BLUE W/ WHITE HANDICAP SYMBOL PER ANSI 4.28 WHITE BACKGROUND GREEN ARROW BLUE BACKGROUND WHITE LETTERS 1 1 4" SCH 40 STEEL PIPE FLUSH W/ GRADE AS PER PLAN SLOPE CONCRETE TO DRAIN CONCRETE BASE GRANULAR FILL T T/3 T T/3T = PAVEMENT THICKNESS CONSTRUCTION JOINT CONTRACTION JOINT (MAX. 6' BETWEEN CONTRACTION JOINTS IN SIDEWALK) (MAX. 10' BETWEEN CONTRACTION JOINTS IN CONC. PAVEMENT) CONSTRUCTION JOINT 1/2" VERT. HAND TOOLED CUT POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT 1/8" VERT. HAND TOOLED JOINT WITH ROUND EDGES (OR SAWCUT PER SPECIFICATIONS) NOTES: 1.ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH. 2.CONTRACTOR TO PROVIDE A CONSTRUCTION JOINT WHERE CONCRETE PAVEMENT MEETS CURB AND GUTTER. (DOWELING NOT REQUIRED AT CURB AND GUTTER) 3.PROVIDE EXPANSION JOINT FILLER AT BUILDING PER SPECIFICATIONS. DOWEL TO BUILDING ONLY PER STRUCTURAL DRAWINGS. 4.JOINT SEALANT PER SPECIFICATIONS. T = PAVEMENT THICKNESS #6X18" @ 12" OC OR APPROVED EQUAL DOWELING SYSTEM POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT 4" 4" IMPORTED CRUSHED BASE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. REINFORCED CONCRETE PAVEMENT - REFER TO GEOTECH REPORT AND SPECIFICATIONS SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT NOTES: 1.PRIOR TO PLACING STRUCTURAL FILL, SUBGRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND ONSITE GEOTECHNICAL OBSERVER. 2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE. ASPHALT PLACED IN LIFTS AND COMPACTED TO STANDARD PER GEOTECH REPORT IMPORTED CRUSHED BASE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT 5" 6" 8" 4" 4" 4" NOTES: 1.SEE SITE PLAN (C100) FOR JOINTS 2.CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND UTILIZE TYPE II OR V CEMENT. 3.SUBGRADE SHOULD BE PREPARED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 4.ALL CONCRETE PAVEMENT TO HAVE A LIGHT BROOM FINISH. SCALE: NTS ASPHALT PAVEMENT - HEAVY DUTY 1 C400 SCALE: NTS CONCRETE PAVEMENT - HEAVY DUTY 3 C400 SCALE: NTS ACCESSIBLE PARKING SIGN 6 C400SCALE: NTS ACCESSIBLE PARKING STRIPING 5 C400 SCALE: NTS CONCRETE PAVEMENT JOINT DETAILS 8 C400 CONCRETE SECTION PER CONCRETE PAVEMENT DETAIL 2'-0" BASE COURSE PER ASPHALT SECTION DETAIL SUBGRADE PER GEOTECH TRANSITION LENGTH AS REQUIRED 1:12 TRANSITION SLOPE BASE COURSE PER CONCRETE PAVEMENT DETAIL TACK COAT PER SPECIFICATIONS PLACE ASPHALT IN TRANSITION AREA IN (2) LIFTS ASPHALT SECTION PER ASPHALT PAVEMENT DETAIL SCALE: NTS ASPHALT/CONCRETE JOINT DETAIL 9 C400SCALE: NTS ACCESSIBLE & TEMPORARY PARKING SIGNS7 C400 VAN ACCESSIBLE 12" 18" 6" 60" MIN RED BORDER RED LETTERS WHITE BACKGROUND BLUE BACKGROUND WHITE LETTERS 1 1 4" SCH 40 STEEL PIPE 'R 7 - 8 B ' 'R 7 - 8 B ' TENANT DROP OFF ONLY 18" 10" 12" 18" DIA. FLUSH W/ GRADE AS PER PLAN SLOPE CONCRETE TO DRAIN CONCRETE BASE GRANULAR FILL 18" NO PARKINGWHITE LETTERS RED BACKGROUND TRASH 02.03.25 PERMIT & BID SET NOTES: 1.SUBGRADE SHOULD BE PREPARED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. IMPORTED CRUSHED BASE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT SCALE: NTS GRAVEL PAVING 10 C400 4" 4" FINE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:26 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C401-PARACHUTE_CIVIL_DETAILS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CI V I L D E T A I L S AS T E R P L A C E C401 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 SCALE: NTS CURB & GUTTER, SIDEWALK AND DRIVEWAY1 C401 SCALE: NTS STORMWATER MANHOLE 3 C401 12" MIN. #4 REBAR TYP. 3" SCARIFY NATIVE MATERIAL TO 8" DEPTH ANDCOMPACT TO 90% MODIFIED PROCTOR @ 2% OVER OPTIMAL MOISTURE 4000 LB CONCRETE PLAN SECTION STORM CONCRETE COLLAR 4" PVC CLEANOUT WITH 4" PLUG SINGLE LENGTH 4" PVC PIPE 4" 45° BEND (PVC) WYE (PVC) PLUG 6" VALVE BOX TYLER 6850 OR EQUAL WITH 'STORM' OR 'SEWER' ON LID, AS APPROPRIATE CONC. COLLAR 1/4" ABOVE GRADE. SCALE: NTS STORMWATER/SEWER CLEANOUT 5 C401 NOTES: 1.d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 2.GEOTEXTILE SHOULD BE INSTALLED BETWEEN THE RIP-RAP AND SOIL FOUNDATION. GEOTEXTILE: MIRAFI 140N OR SIMILAR. RIP-RAP ISOMETRIC VIEW SECTION A FILTER BLANKET PLAN FLOW d 2' 2'do PIPE DIA. SCALE: NTS FLARED END SECTION W/ RIP RAP APRON 4 C401 SCALE: NTS ADA RAMP 2 C401 "STORM" OR "SEWER" AS APPROPRIATE A SCALE: NTS STORMWATER CATCH BASIN 6 C401 12" SUMP FOR SEDIMENT 6" AS R E Q U I R E D STORM PIPE SEE CIVIL DESIGN FOR SIZE & ALIGNMENT 9" 20 7/8" 48 23" FRAME = NEENAH NO. R-1530 OR APPROVED EQUAL. GRATE = NEENAH NO. R-2030 OR APPROVED EQUAL. 3" 48" R.C.P. CLASS II WALL B (ASTM C-76) NOTES: - OVERSIZED OPENINGS FOR LINE PIPE - O.D. + 4" - CONTRACTOR TO TRIM PIPE ENDS TO MATCH INSIDE ANGLE OF STRUCTURE - NOT ALL PIPES SHOWN FOR CLARITY - BASE OPTION - MAY BE FIELD POURED PLAN SECTION MANHOLE BASE PRECAST OR CAST IN PLACE 48" CAPPING RING CATCH BASIN FRAME & COVER 2' T Y P . FINISHED GRADE 4" 12 " SLOPE 1:1 SLOPE 1:1 AS R E Q U I R E D 6" CO N I C A L T O P RUNGS @ 16" O.C. SECTION FRAME = NEENAH NO. R-1530 OR APPROVED EQUAL. GRATE = NEENAH NO. R-2030 OR APPROVED EQUAL. PLAN STORM PIPE SEE CIVIL DESIGN FOR SIZE & ALIGNMENT (TYP) PIPE OR DOWNSPOUT 02.03.25 PERMIT & BID SET SCALE: NTS TYPICAL UTILITY TRENCH 3 C402 SCALE: NTS STORMWATER CURB INLET 1 C402 SCALE: NTS STORMWATER YARD INLET 2 C402 SCALE: NTS STORMWATER SWALE 4 C402 1'-6" 3 1 3 1 4" SDR 35 GASKETED PVC SURFACE (CONCRETE OR LANDSCAPE) SUBGRADE MATERIAL OFFSET PIPE 1" FROM FOUNDATION LINE/WALL - PROVIDE EXPANSION JOINT MATERIAL ALL AROUND PIPE SLOPE TO STORM INLETS 2.00% MINIMUM GASKETED 45° BENDS 4" SDR 35 GASKETED PVC VARIES GRATE SLOPE TO DRAIN COMPACTED EARTH DRAIN RISER - SEE PLANS FOR DIAMETER DRAIN PIPE - SEE PLANS FOR SIZE (TYP) COMPACTED CRUSHED STONE BASE VARIES DRAIN PIPE - SEE PLANS FOR SIZE COMPACTED CRUSHED STONE BASE SLOPE TO DRAIN COMPACTED EARTH GRATE NOTES: 1. GRATE OR LID MUST BE INSTALLED PRIOR TO BACKFILLING SCALE: NTS DOWNSPOUT CONNECTION 5 C402 WALL FOUNDATION 6" SUMP SEE PLANS FOR DIAMETER DRAIN RISER 6" SUMP 12" MIN. 4" 6" SL O P I N G , B E N C H I N G O R S U P P O R T SY S T E M S I N T H I S A R E A T O C O N F O R M TO O . S . H . A . R E G U L A T I O N S * VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS SUBGRADE OR GROUND SURFACE 12" MIN.EXISTING STREET SURFACE BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS* SELECT TYPE 1 BEDDING MATERIAL PLACED IN 6" LAYERS & COMPACTED THOROUGHLY SELECT TYPE 1 PIPE BEDDING PLACED IN 6" MAX. LAYERS & COMPACTED THOROUGHLY SELECT TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION INSTALL DETECTABLE WARNING TAPE 18" MAX. DEPTH TRENCH WIDTH PER BMMD SPECS TYPE "A", "B" OR "C" TRENCH BACKFILL NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OF CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.GEOTEXTILE - MIRAFI 140N OR SIMILAR 6" 4" ROCK - D50 = 3/4" 4" X 5" RECTANGULAR ALUMINUM DOWNSPOUT PVC ADAPTER 4" SDR 35 GASKETED PVC DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:27 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C402-PARACHUTE_CIVIL_DETAILS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CI V I L D E T A I L S AS T E R P L A C E C402 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 02.03.25 PERMIT & BID SET ST ST 5399.50' 5398.50' 5396.00' 53 9 8 . 5 0 ' DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/4/2025 2:27 PMC:\USERS\TRACEYDANIELS\DC\ACCDOCS\ZACK@GRAHAMENG.COM\PARACHUTE, CO\PROJECT FILES\C403-PARACHUTE_CIVIL_DETAILS.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y li a b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CI V I L D E T A I L S AS T E R P L A C E C403 ZW G TS D PA R A C H U T E , C O 24 0 1 9 _ L I N C O _ P A R A C H U T E 02.03.2025 SCALE: NTS OUTLET STRUCTURE 2 C403 TOP SECTION C SIDE SECTION D 12" OUTLET PIPE (TYP) INLET WITH GRATE INLET WITH GRATE (GRATE OPENINGS MUST BE 1/2" OR LESS IN SMALLEST DIMENSION) METAL GRATE 4.00'3.00' 3.00' 4.00' 2.50' 0.50' BASE 0.50' 0.83' 1.61' 0.89' 3/4" ORIFICE IE 5396.00' 4.00' 4.00' 1.25' 1.25' 0.50' 0.50' 0.50' 3.00'0.50'0.50' 1" ORIFICE IE 5396.83' 3/4" ORIFICE IE 5397.61' C METAL GRATE D TOP EL. 5398.00' AS NEEDED TO REACH EX. GROUND. MAX 3:1 SLOPE.AS NEEDED TO REACH EX. GROUND. MAX 3:1 SLOPE. EX. GROUNDEX. GROUND 55'-0"3' X 3' X 3" DEEP DEPRESSION IN FRONT OF ORIFICE WATER QUALITY - ELEV. 5396.83' BOTTOM - ELEV. 5396.00' 2-YEAR STORM - ELEV. 5397.61' 25-YEAR STORM - ELEV. 5398.50' FREEBOARD - ELEV. 5399.50' OUTLET STUCTURE 2 C403 SCALE: NTS DRY DETENTION BASIN 1 C403 A B SECTION A 3'-0" BERM AS NEEDED TO REACH EX. GROUND. MAX 3:1 SLOPE.AS NEEDED TO REACH EX. GROUND. MAX 3:1 SLOPE. EX. GROUNDEX. GROUND 3 1 BASIN 25'-0" SECTION B SCALE 1" = 20' FOREBAY 3'-0" 3'-0" BERM 3'-0" BERM 3'-0" BERM 3'-0" BERM 12" STORMWATER PIPE FREEBOARD BASIN TOP BASIN BOTTOM 3 1 3 1 3 1 3 1 3 1 WATER QUALITY - ELEV. 5396.83' BOTTOM - ELEV. 5396.00' 2-YEAR STORM - ELEV. 5397.61' 25-YEAR STORM - ELEV. 5398.50' FREEBOARD - ELEV. 5399.50' FOREBAY BOTTOM - ELEV. 5396.50' 02.03.25 PERMIT & BID SET SCALE: NTS SEWER SERVICE LINE CONNECTION 3 C403 45° BEND UNDISTURBED SOIL 45°' 22.5° BEND - ROTATE AS NEEDED 45° WYE HOR SEWER MAIN GRANULAR BEDDING 45° WYE SEWER SERVICE OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R PERMIT & BID SET 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE NOTES LS-001 LAYOUT NOTES 1. WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. SHOULD SITE CONDITIONS BE DIFFERENT THAN WHAT IS INDICATED ON THE DRAWINGS CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 3. CURVED WALKS AND CURB EDGES ARE INTENDED TO BE CONSTRUCTED WITH SMOOTH FLOWING CURVES. ANYTHING OTHER THAN SMOOTH FLOWING CURVES WILL BE REJECTED. 4. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK. 5. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING WHO WILL PROVIDE SURVEY SERVICES FOR LAYOUT OF THE WORK. 6. THE CONTRACTOR SHALL REVIEW WITH OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT ALL STAKING PRIOR TO SETTING FORMS OR COMPLETING FLATWORK AND PERFORM MINOR MODIFICATIONS AS REQUIRED TO ACHIEVE PROPER DRAINAGE OR ACCESSIBILITY AS REQUIRED FOR THE DESIGN, AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL INSTALL SLEEVING AND LOW VOLTAGE/OTHER REQUIRED ELECTRICAL COMPONENTS FOR IRRIGATION IMPROVEMENTS PRIOR TO INSTALLING CONCRETE FLATWORK. REFER TO IRRIGATION PLANS. 8. LAYOUT WALKS, SCORE JOINTS AND PAVING PATTERNS AS CLOSELY AS POSSIBLE TO PLANS, DETAILS, AND SPECIFICATIONS. DO NOT DEVIATE FROM PLANS UNLESS SPECIFIC APPROVAL IS OBTAINED FROM THE OWNER'S REPRESENTATIVE. 9. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE LANDSCAPE ARCHITECT PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK. SEE TECHNICAL SPECIFICATIONS. 10. WHEN APPLICABLE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY FENCING AROUND ALL PLAY STRUCTURES UNTIL PROPER FALL SURFACE IS COMPLETELY INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 11. CONTRACTOR IS RESPONSIBLE FOR SUPERVISING ALL SAFETY SURFACING AND PAVEMENT DURING THE CURING PROCESS. 1. THE CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A PRE-CONSTRUCTION MEETING PRIOR TO START OF ANY WORK SHOWN ON THESE PLANS. 2. THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR SUCH USE IN THE TITLE BLOCK. 3.DRAWINGS ARE INTENDED TO BE PRINTED ON 30" X 42" PAPER. PRINTING THESE DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHIC SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES THAT ALTER THE SCALE OF THE DRAWINGS. 4. VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANY DISCREPANCIES. 5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. SUBMIT A CHANGE ORDER FOR APPROVAL FOR ANY CHANGES TO WORK SCOPE RESULTING FROM FIELD CONDITIONS OR DIRECTION BY OWNER'S REPRESENTATIVE WHICH REQUIRE ADDITIONAL COST TO THE OWNER PRIOR TO PERFORMANCE OF WORK. 7. THE CONTRACTOR SHALL PROVIDE A STAKED LAYOUT OF ALL SITE IMPROVEMENTS FOR INSPECTION BY THE OWNER'S REPRESENTATIVE AND MAKE MODIFICATIONS AS REQUIRED. ALL LAYOUT INFORMATION IS AVAILABLE IN DIGITAL FORMAT FOR USE BY THE CONTRACTOR. 8. IF A GEOTECHNICAL SOILS REPORT IS NOT AVAILABLE AT THE TIME OF CONSTRUCTION, NORRIS DESIGN RECOMMENDS A REPORT BE AUTHORIZED BY THE OWNER AND THAT ALL RECOMMENDATIONS OF THE REPORT ARE FOLLOWED DURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACT DOCUMENTS AS A BASIS FOR THE BID. IF THE OWNER ELECTS TO PROVIDE A GEOTECHNICAL REPORT, THE CONTRACTOR SHALL REVIEW THE REPORT AND SUBMIT AN APPROPRIATE CHANGE ORDER TO THE OWNER'S REPRESENTATIVE IF ADDITIONAL COSTS ARE REQUESTED. 9. CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE PLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND SATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITE CONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS OR UNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND FURTHER DIRECTION. 10. CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED APPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATED WITH WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS OR NON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACT DOCUMENTS, JURISDICTIONAL CODES, AND REGULATORY AGENCIES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS FOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'S REPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE ABILITY TO PERFORM WORK. 13. UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT OR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT OR DURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGGING ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THE CONTRACT PERIOD. 14. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THE OWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT OR IMPACT THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORK WHICH AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THIS REQUIREMENT DURING THE CONTRACT PERIOD. 17. SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS. 18. NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL REQUIREMENTS. 19. COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'S REPRESENTATIVE. 20. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCING AND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAY STRUCTURES, EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH FACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIAL STOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDED DISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL ACCEPTANCE IS ISSUED. 22. THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ASSOCIATED WITH THE SITE. IF A STORM WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THE OWNER'S REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANY SITE WORK. 23. MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FOR FULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANY NEW STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THE SCOPE OF WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER FOR FAILURE TO MAINTAIN STORM WATER MANAGEMENT FACILITIES DURING THE CONTRACT PERIOD. 24. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK. 25. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TO ADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTED COURSE OF WORK. 26. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THE PROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYS SHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS. 27. THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESS AUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THE DISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALS SHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY THE OWNER'S REPRESENTATIVE. 28. THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITE EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED. 29. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE IS PROHIBITED. 30. OPEN SPACE SWALES: IF SWALES ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE CONVEYANCE OF WATER WITHIN THE SWALES DURING THE CONTRACT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DIVERSION OR PUMPING OF WATER IF REQUIRED TO COMPLETE WORK. ANY SWALES DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE SWALE NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE. 31. DETENTION AND WATER QUALITY PONDS: IF DETENTION PONDS AND WATER QUALITY PONDS ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE PONDS, DRAINAGE STRUCTURES AND SPILLWAYS DURING CONSTRUCTION. ALL PONDS, DRAINAGE STRUCTURES AND SPILLWAYS SHALL BE MAINTAINED IN OPERABLE CONDITIONS AT ALL TIMES. ANY POND OR SPILLWAY AREAS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE POND NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE. 32. MAINTENANCE ACCESS BENCHES: IF MAINTENANCE BENCHES OR ACCESS ROADS EXIST ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE BENCHES OR ACCESS ROADS DURING CONSTRUCTION. ANY BENCHES OR ACCESS ROADS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING BENCHES AND ACCESS ROADS DURING THE CONSTRUCTION PERIOD. IF ACCESS NEEDS TO BE BLOCKED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INTERRUPTION OF ACCESS. 33. LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS OCCUR. GENERAL NOTES LANDSCAPE NOTES 1. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKE PRECEDENCE OVER WRITTEN QUANTITIES. 3. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION. 4. THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES. 5. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 6. REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE LANDSCAPE. IN NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. 7. LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE. 9. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. 10. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AS NOTED IN THE TECHNICAL SPECIFICATIONS. 11. TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION. 12. THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION. 13. ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 14. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 3 YEARS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 3 YEARS FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. 15. ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO DOING WORK. 16. ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS. 17. SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY EDGER SPECIFIED IN MATERIAL SCHEDULE, SHEET LS-002. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3” OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. 18. ALL SHRUB BEDS ARE TO BE MULCHED WITH MINIMUM 3'' DEPTH, SPECIFIED LANDSCAPE MULCH IN MATERIAL SCHEDULE, SHEET LS-002, OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH 3'' SPECIFIED LANDSCAPE MULCH IN MATERIAL SCHEDULE, SHEET LS-002. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 19. AT SEED AREA BOUNDARIES ADJACENT TO EXISTING NATIVE AREAS, OVERLAP ABUTTING NATIVE AREAS BY THE FULL WIDTH OF THE SEEDER. 20. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX. 21. CONTRACTOR SHALL OVER SEED ALL MAINTENANCE OR SERVICE ACCESS BENCHES AND ROADS WITH SPECIFIED SEED MIX UNLESS OTHERWISE NOTED ON THE PLANS. 22. ALL SEEDED SLOPES EXCEEDING 25% IN GRADE (4:1) SHALL RECEIVE EROSION CONTROL BLANKETS. PRIOR TO INSTALLATION, NOTIFY OWNER'S REPRESENTATIVE FOR APPROVAL OF LOCATION AND ANY ADDITIONAL COST IF A CHANGE ORDER IS NECESSARY. 23. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN ON THE PLANS. 24. SOFT SURFACE TRAILS NEXT TO MANICURED TURF OR SHRUB BEDS SHALL BE CONTAINED WITH EDGER SPECIFIED IN MATERIAL SCHEDULE, SHEET LS-002. 25. PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR, PRE-EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, EXCEPT AROUND ORNAMENTAL GRASSES. 26. THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE TOWN AND COUNTY SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVE PRECEDENCE. 27. THE DEVELOPER, HIS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND REPLACEMENT OF ALL IMPROVEMENTS SHOWN OR INDICATED ON THE APPROVED LANDSCAPE PLAN ON FILE IN THE PLANNING DEPARTMENT. 1. THE PRIMARY PRUNING OF DECIDUOUS TREES SHALL BE DONE DURING THE DORMANT SEASON. DAMAGED TREES OR THOSE THAT CONSTITUTE HEALTH OR SAFETY HAZARDS SHALL BE PRUNED AT ANY TIME OF THE YEAR AS REQUIRED. 2. CONIFEROUS TREES SHALL BE THINNED OUT AND SHAPED WHEN NECESSARY TO PREVENT WIND AND STORM DAMAGE. 3. PRUNE SHRUBS, GROUND COVERS, AND FLOWERS TO MAINTAIN A NATURAL APPEARANCE. THERE ARE NO PLANTINGS IN WHICH SHEARING IS INTENDED. 4. CUT BACK ORNAMENTAL GRASSES TO ¼ OF THEIR MATURE HEIGHT IN THE SPRING, AFTER SNOW MELT. REMOVE AND DISPOSE OF CUTTINGS. 5. CUT BACK HERBACEOUS PERENNIALS TO THE GROUND IN MAY. REMOVE AND DISPOSE OF CUTTINGS. 6. PRUNE ALL DEAD, DISEASED, AND DYING BRANCHES. 7. FERTILIZATION (FOR TREES AND SHRUBS) IN MAY. FERTILIZE ALL PLANTING BEDS WITH 18-7-10 FORMULATION, SLOW RELEASE FERTILIZER AT THE RATE OF 6 OZ/1,000 SQ. FT. USE A BROADCAST METHOD FOR APPLICATION OF FERTILIZER. 8. AERATION FOR LAWN AREA: THE CONTRACTOR SHALL AERATE ONE TIME PER YEAR IN SEPTEMBER TO IMPROVE WATER PENETRATION, BEFORE THE SECOND FERTILIZATION. CONTRACTOR SHALL USE ONLY A HOLLOW CORE TINE AERATOR THAT PULLS A 3” PLUG. 9. PRIOR TO AERATION THE CONTRACTOR SHALL TAG ALL SPRINKLER HEADS AND VALVE BOXES TO PREVENT DAMAGE. PLUGS SHALL BE LEFT ON THE TURF TO ASSIST IN BREAKING DOWN THATCH. 10. IRRIGATION SYSTEM WILL BE CHECKED OUT FOR DAMAGE BY CONTRACTOR IMMEDIATELY AFTER AERATION AND ANY DAMAGE DUE TO AERATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AT HIS EXPENSE. 11. DAMAGE TO ANY OTHER FIXTURES WILL BE REPAIRED AT CONTRACTOR'S EXPENSE. 12. PRUNE ALL DEAD, DISEASED, AND DYING BRANCHES. (SHRUBS AND TREES) GENERAL MAINTENANCE NOTES 1. ALL DISTURBED AREAS WILL BE COVERED WITH 2" OF NEW TOPSOIL AND NATIVE SEED APPLIED FOR PERMANENT REESTABLISHMENT AND STABILIZATION. 2. CONTRACTOR SHALL PROVIDE EROSION CONTROL NETTING ON SLOPES THAT EXCEED 3:1. 3. CONTRACTOR TO FOLLOW BEST MANAGEMENT PRACTICES INCLUDING EROSION CONTROL FENCE AND WADDLING AT ALL DOWN HILL AND SIGNS OF DISTURBANCE ON SITE. 4. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINE AND THE PUBLIC RIGHTS-OF-WAY AS A RESULT OF THIS SITE DEVELOPMENT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 5. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. 6. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 7. A LAYER OF SUITABLE MULCH SHALL BE APPLIED TO ALL DISTURBED PORTIONS OF THE SITE WITHIN 14 DAYS OF THE COMPLETION OF OVERLOT GRADING. SAID MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. 8. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF WAYS. 9. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE IS PROHIBITED. THE USE OF OSHA APPROVED COLORADO WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURE IS NOT ACCEPTABLE. 10. THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER SYSTEM IS PROHIBITED. 11. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. EROSION / STABILIZATION CONTROL NOTES SHEET INDEX LS-001 LANDSCAPE NOTES LS-002 LANDSCAPE SCHEDULES LS-100 OVERALL LANDSCAPE PLAN LS-101 LANDSCAPE PLAN LS-102 LANDSCAPE PLAN LS-103 LANDSCAPE PLAN LS-104 LANDSCAPE PLAN LS-105 LANDSCAPE PLAN LS-400 HARDSCAPE ENLARGEMENT LS-500 LANDSCAPE DETAILS LS-501 LANDSCAPE DETAILS LS-502 LANDSCAPE DETAILS LI-001 IRRIGATION SCHEDULE & NOTES LI-100 OVERALL IRRIGATION PLAN LI-101 IRRIGATION PLAN LI-102 IRRIGATION PLAN LI-103 IRRIGATION PLAN LI-104 IRRIGATION PLAN LI-500 IRRIGATION DETAILS LI-501 IRRIGATION DETAILS CODE DESCRIPTION PRODUCT NAME MANUFACTURER CONTACT MODEL #COLOR / FINISH SIZE / DIMENSIONS NOTES S-01 PLAYGROUND EQUIPMENT SWOOSH GAMETIME OR APPROVED EQUAL 800.235.2440 #11922 JURASSIC 35` X 31`INSTALL PER MANUFACTURER`S SPECIFICATIONS. S-02 CLIMBERS TREETOP TRAVERSE (5 CLIMBERS) GAMETIME OR APPROVED EQUAL 800.235.2440 #6371 JURASSIC 15`-8" X 19`-1"INSTALL PER MANUFACTURER`S SPECIFICATIONS. S-03 SHADE STRUCTURE 15X20' 15X20` SHADE STRUCTURE RCP SHELTERS OR APPROVED EQUAL 772.288.3600 TBD 15X20`REFER TO DETAIL 1/ LS-502 S-04 ELECTRIC GRILL RUBY 32" BUILT-IN OUTDOOR ELECTRIC GRILL ELECTRICHEF OR APPROVED EQUAL 800.442.7207 4400-EC-448-1-S-32 STAINLESS STEEL 32" W INSTALL PER MANUFACTURER SPECIFICATION S-05 GRILL ACCESS DOORS ISLAND GRILL DOORS ELECTRICHEF OR APPROVED EQUAL 800.442.7207 EC-ISLAND-DOORS STAINLESS STEEL 18"X32" DOUBLE DOOR INSTALL PER MANUFACTURER`S SPECIFICATIONS. AMENITY SCHEDULE CODE DESCRIPTION PRODUCT NAME MANUFACTURER CONTACT MODEL #COLOR / FINISH SIZE / DIMENSIONS DETAIL NOTES M-01 SHRUB BED LOCAL RIVER ROCK PIONEER SAND (OR APPROVED EQUAL) 303.791.3535 NATURAL 3/4" MAX REFER TO PLANS FOR LOCATION AND AREA. TO BE PLACED IN SHRUB AREAS AT 3" MIN. DEPTH OVER WEED BARRIER M-02 ENGINEERED WOOD FIBAR FIBER SYSTEM 100 FIBAR OR APPROVED EQUAL 800.342.2721 NATURAL SEE PLANS 3/ LS-501 INSTALL PER MANUFACTURER SPECIFICATIONS M-03 METAL EDGER 14 GA. ROLLTOP STEEL EDGING DURAEDGE OR APPROVED EQUAL 303.781.2270 BLACK 4` HEIGHT, 14 GAUGE 3/ LS-501 TO BE INSTALLED PER MANUFACTUER SPECIFICATIONS. M-04 SPADE CUT EDGER SPADE CUT EDGER N/A N/A N/A N/A 1/ LS-501 REFER TO PLANS FOR LOCATION M-05 CHAIN LINK FENCE 60" VINYL COATED RESIDENTIAL CHAIN LINK AMERICA`S FENCE STORE OR APPROVED EQUAL 844.401.8447 RESIDENTIAL WIRE-KNUCKLE KNUCKLE BLACK 5` X 2-1/4" X 9 GA INSTALL PER MANUFACTURER`S SPECIFICATIONS. M-06 BOULDERS ARKANSAS RIVER BOULDER PIONEER SAND OR APPROVED EQUAL 303.340.1440 NATURAL MIX OF 2-4` 2/ LS-501 REFER TO DETAIL FOR INSTALLATION, REFER TO PLANS FOR LOCATIONS. ADD ALTERNATE FOR DESIGN AND SUBJECT TO FINAL APPROVAL BY THE OWNER`S REPRESENTATIVE. M-07 GATE RESIDENTIAL BLACK CHAIN LINK DOUBLE DRIVE GATE AMERICA`S FENCE STORE OR APPROVED EQUAL 844.401.8447 BCL-DD-8X5 BLACK 8`X5`INSTALL PER MANUFACTURER`S SPECIFICAITONS. M-08 COUNTER TOPS 3CM ANDINO WHITE GRANITE IMPORTS OR APPRVED EQUAL 303.733.1444 3` X 8`2/ LS-502 REFER TO PLANS AND DETAIL FOR LOCATION. INSTALL PER MANUFACTURER`S SPECIFICATIONS. TO BE USED AS FINISH FOR OUTDOOR KITCHEN. LANDSCAPE MATERIAL SCHEDULE CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 KEY NOTES CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE DECIDUOUS TREES AC GR 8 ACER GRANDIDENTATUM BIGTOOTH MAPLE B & B 2" CAL. CE OC 8 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2" CAL. EVERGREEN TREES PI PI 7 PINUS EDULIS PINYON PINE B & B 6` HT. ORNAMENTAL TREES MA SP 3 MALUS X 'SPRING SNOW'SPRING SNOW CRABAPPLE B & B 1.5" CAL. DECIDUOUS SHRUBS AM UT 34 AMELANCHIER UTAHENSIS UTAH SERVICEBERRY CONT. #5 AR PA 44 ARCTOSTAPHYLOS X COLORADENSIS 'PANCHITO' PANCHITO MANZANITA CONT. #5 CO RE 33 CORNUS SERICEA RED TWIG DOGWOOD CONT. #5 ER AI 47 ERICAMERIA NAUSEOSA NAUSEOSA BLUE RABBITBRUSH CONT. #5 FA PA 34 FALLUGIA PARADOXA APACHE PLUME CONT. #5 EVERGREEN SHRUBS JU CA 27 JUNIPERUS SABINA 'MONNA'CALGARY CARPET® JUNIPER CONT. #5 PI WH 33 PINUS MUGO 'WHITE BUD'WHITE BUD MUGO PINE CONT. #5 ORNAMENTAL GRASSES AC HY 47 ACHNATHERUM HYMENOIDES INDIAN RICEGRASS CONT.#1 BO GR 85 BOUTELOUA GRACILIS BLUE GRAMA GRASS CONT.#1 BO BL 147 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA CONT.#1 SC LI 112 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM CONT.#1 PERENNIALS AS TU 18 ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED CONT. #1 GA AR 31 GAILLARDIA ARISTATA BLANKET FLOWER CONT. #1 LI NA 20 LINUM NARBONENSE FLAX CONT. #1 PE PE 18 PENSTEMON EATONII FIRECRACKER PENSTEMON CONT. #1 RA CO 27 RATIBIDA COLUMNIFERA PRAIRIE CONEFLOWER CONT. #1 PLANT SCHEDULE COMMON NAME 5.20 2.40 2.70 1.50 10.00 PLS/ACRETOTAL PBSI NATIVE PRAIRIE MIX BY PAWNEE BUTTES SEED, INC. (OR APPROVED EQUAL) PLS/ACRE 0.18 3.00 *IF BROADCAST METHOD IS USED, RATES SHALL BE DOUBLED OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE SCHEDULES LS-002 ALKALI BULRUSH CANADA WILDRYE SWITCHGRASS INDIANGRASS PRAIRIE CORDGRASS SOFT STEM BULRUSH THREE SQUARE BULRUSH HARDSTEM BULRUSH NEBRASKA SEDGE BALTIC RUSH CREEPING SPIKERUSH WOOLLY SEDGE BLUE GRAMA BUFFALOGRASS SIDEOATS GRAMA WESTERN WHEATGRASS GREEN NEEDLEGRASS SAND DROPSEED COMMON NAME % OF MIX 10.00 IBS/ACRE 15% 15% 15% 12% 100%TOTAL PRAIRIE WETLAND MIX BY PAWNEE BUTTES SEED, INC. (OR APPROVED EQUAL) 7% 6% *IF BROADCAST METHOD IS USED, RATES SHALL BE DOUBLED 6% 6% 6% 4% 6% 6% PERMIT & BID SET STSTSTSTSTSTSTST ST ST S T STSTSTSTSTSTSTSTSTST ST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTST ST ST ST ST ST S T ST ST ST ST ST S T S T S T W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS S S S S SS SS SS SS S S SS SSSSSSSS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W U G E UGE UGE UGE UGE UGE UGE UG E UG E NORTH 0 3015 60 SCALE 1" = 30' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 OVERALL LANDSCAPE PLAN LS-100 LS-101 LS-103 LS-102 LS-104 LS-105 PERMIT & BID SET STSTSTSTSTSTSTSTSTSTST ST ST ST ST ST S T S T ST STSTSTSTSTSTSTSTSTSTSTST ST S T S T S T S T W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W (5) PI WH (5) FA PA (4) BO BL (27) BO BL (6) PI WH (3) CO RE (6) AS TU (6) BO GR (1) AM UT (5) PE PE (7) RA CO (3) FA PA (3) CO RE (5) SC LI (1) CE OC (1) AC GR (17) SC LI (10) FA PA (6) AM UT (20) AC HY (2) CO RE (2) JU CA (6) AR PA (18) BO BL (6) PI WH (2) CO RE (5) ER AI (6) BO GR (2) JU CA (3) SC LI (2) AR PA M-01 M-04 N-07 CONCRETE SCORING, TYP. RE: CIVIL (2) FA PA (5) AC HY LIMIT-OF-WORK NATIVE SEED SYMBOL CODE DESCRIPTION M-01 SHRUB BED M-02 ENGINEERED WOOD FIBAR M-03 METAL EDGER M-04 SPADE CUT EDGER M-05 CHAIN LINK FENCE M-06 BOULDERS M-07 GATE CODE DESCRIPTION S-01 PLAYGROUND EQUIPMENT S-02 CLIMBERS S-03 SHADE STRUCTURE 15X20' S-04 ELECTRIC GRILL CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 WETLAND SEED LIGHTING CODE COMMON NAME DECIDUOUS TREES AC GR BIGTOOTH MAPLE CE OC COMMON HACKBERRY EVERGREEN TREES PI PI PINYON PINE ORNAMENTAL TREES MA SP SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FA PA APACHE PLUME ER AI BLUE RABBITBRUSH AR PA PANCHITO MANZANITA CO RE RED TWIG DOGWOOD AM UT UTAH SERVICEBERRY EVERGREEN SHRUBS JU CA CALGARY CARPET® JUNIPER PI WH WHITE BUD MUGO PINE ORNAMENTAL GRASSES BO BL BLONDE AMBITION BLUE GRAMA BO GR BLUE GRAMA GRASS AC HY INDIAN RICEGRASS SC LI LITTLE BLUESTEM PERENNIALS GA AR BLANKET FLOWER AS TU BUTTERFLY MILKWEED PE PE FIRECRACKER PENSTEMON LI NA FLAX RA CO PRAIRIE CONEFLOWER PLANT SCHEDULE NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE PLAN LS-101 LEGEND MATCHLINE, LS-104 MA T C H L I N E , L S - 1 0 2 LS-101 LS-103 LS-102 LS-104 LS-105 KEY MAP PERMIT & BID SET STST STST ST STST ST ST S T S T ST ST ST ST ST ST ST W W W W W W W SS SS S S S S S S S S W W W W W W W W W W W W W W W W W W W UGE U G E UGE UGE UGE UGE UGE UGE UGE UGE ENLARGEMENT SHEET: REFER LS-400 (3) AC GR (5) AR PA (14) SC LI (2) JU CA (12) SC LI (3) JU CA (9) BO GR (3) CO RE (3) FA PA (3) AR PA (18) BO BL (1) CE OC (2) CO RE (8) BO GR (2) ER AI (3) PI WH (5) AR PA (7) BO BL (9) PE PE (2) ER AI (1) MA SP (1) AC GR (17) BO GR (12) RA CO (2) FA PA (1) CE OC (1) CE OC (1) CE OC (1) PI PI (7) AR PA (2) JU CA (3) ER AI (3) AM UT (9) SC LI (9) GA AR (1) JU CA (5) ER AI (1) AR PA (4) AM UT (4) CO RE (3) JU CA (8) SC LI (13) LI NA (3) PI WH (5) SC LI (2) JU CA (5) BO GR (4) AR PA (4) ER AI (1) MA SP (6) BO BL (6) AS TU (2) PI WH (9) BO GR (3) FA PA (3) ER AI (3) AR PA (8) BO GR (6) AS TU (6) BO BL (6) AC HY (3) FA PA (6) ER AI (4) CO RE (5) RA CO (9) BO BL (5) PI WH (4) AM UT (5) AR PA M-03 N-07 N-02 M-04 TRANSFORMER, RE:CIVIL DOWNSPOUT SPLASH ROCK, RE:CIVIL CONCRETE SCORING, TYP. RE: CIVIL PLAYGROUND DRAIN, RE:CIVIL (7) LI NA (17) GA AR (5) SC LI (14) SC LI (5) GA AR (9) AC HY (4) JU CA MONUMENT SIGN BY OTHERS LIMIT-OF-WORK NATIVE SEED SYMBOL CODE DESCRIPTION M-01 SHRUB BED M-02 ENGINEERED WOOD FIBAR M-03 METAL EDGER M-04 SPADE CUT EDGER M-05 CHAIN LINK FENCE M-06 BOULDERS M-07 GATE CODE DESCRIPTION S-01 PLAYGROUND EQUIPMENT S-02 CLIMBERS S-03 SHADE STRUCTURE 15X20' S-04 ELECTRIC GRILL CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 WETLAND SEED LIGHTING CODE COMMON NAME DECIDUOUS TREES AC GR BIGTOOTH MAPLE CE OC COMMON HACKBERRY EVERGREEN TREES PI PI PINYON PINE ORNAMENTAL TREES MA SP SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FA PA APACHE PLUME ER AI BLUE RABBITBRUSH AR PA PANCHITO MANZANITA CO RE RED TWIG DOGWOOD AM UT UTAH SERVICEBERRY EVERGREEN SHRUBS JU CA CALGARY CARPET® JUNIPER PI WH WHITE BUD MUGO PINE ORNAMENTAL GRASSES BO BL BLONDE AMBITION BLUE GRAMA BO GR BLUE GRAMA GRASS AC HY INDIAN RICEGRASS SC LI LITTLE BLUESTEM PERENNIALS GA AR BLANKET FLOWER AS TU BUTTERFLY MILKWEED PE PE FIRECRACKER PENSTEMON LI NA FLAX RA CO PRAIRIE CONEFLOWER PLANT SCHEDULE NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE PLAN LS-102 MATCHLINE, LS-105 MA T C H L I N E , L S - 1 0 1 LEGEND LS-101 LS-103 LS-102 LS-104 LS-105 KEY MAP PERMIT & BID SET W W W W W W W W W W W W W W W LIMIT-OF-WORK NATIVE SEED SYMBOL CODE DESCRIPTION M-01 SHRUB BED M-02 ENGINEERED WOOD FIBAR M-03 METAL EDGER M-04 SPADE CUT EDGER M-05 CHAIN LINK FENCE M-06 BOULDERS M-07 GATE CODE DESCRIPTION S-01 PLAYGROUND EQUIPMENT S-02 CLIMBERS S-03 SHADE STRUCTURE 15X20' S-04 ELECTRIC GRILL CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 WETLAND SEED LIGHTING CODE COMMON NAME DECIDUOUS TREES AC GR BIGTOOTH MAPLE CE OC COMMON HACKBERRY EVERGREEN TREES PI PI PINYON PINE ORNAMENTAL TREES MA SP SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FA PA APACHE PLUME ER AI BLUE RABBITBRUSH AR PA PANCHITO MANZANITA CO RE RED TWIG DOGWOOD AM UT UTAH SERVICEBERRY EVERGREEN SHRUBS JU CA CALGARY CARPET® JUNIPER PI WH WHITE BUD MUGO PINE ORNAMENTAL GRASSES BO BL BLONDE AMBITION BLUE GRAMA BO GR BLUE GRAMA GRASS AC HY INDIAN RICEGRASS SC LI LITTLE BLUESTEM PERENNIALS GA AR BLANKET FLOWER AS TU BUTTERFLY MILKWEED PE PE FIRECRACKER PENSTEMON LI NA FLAX RA CO PRAIRIE CONEFLOWER PLANT SCHEDULE NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE PLAN LS-103 MATCHLINE, LS-101 MA T C H L I N E , L S - 1 0 4 LEGEND LS-101 LS-103 LS-102 LS-104 LS-105 KEY MAP PERMIT & BID SET STSTSTSTSTSTST STSTSTSTSTSTST ST ST ST ST ST S T ST SS SS (3) CE OC (6) AM UT (8) ER AI (10) SC LI (24) BO BL (5) ER AI (2) AC GR (1) PI PI M-01 M-04 N-07 DOWNSPOUT SPLASH ROCK, RE:CIVIL CONCRETE SCORING, TYP. RE: CIVIL DETENTION POND ACCESS, TYP. RE: CIVIL M-05 M-07 LIMIT-OF-WORK NATIVE SEED SYMBOL CODE DESCRIPTION M-01 SHRUB BED M-02 ENGINEERED WOOD FIBAR M-03 METAL EDGER M-04 SPADE CUT EDGER M-05 CHAIN LINK FENCE M-06 BOULDERS M-07 GATE CODE DESCRIPTION S-01 PLAYGROUND EQUIPMENT S-02 CLIMBERS S-03 SHADE STRUCTURE 15X20' S-04 ELECTRIC GRILL CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 WETLAND SEED LIGHTING CODE COMMON NAME DECIDUOUS TREES AC GR BIGTOOTH MAPLE CE OC COMMON HACKBERRY EVERGREEN TREES PI PI PINYON PINE ORNAMENTAL TREES MA SP SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FA PA APACHE PLUME ER AI BLUE RABBITBRUSH AR PA PANCHITO MANZANITA CO RE RED TWIG DOGWOOD AM UT UTAH SERVICEBERRY EVERGREEN SHRUBS JU CA CALGARY CARPET® JUNIPER PI WH WHITE BUD MUGO PINE ORNAMENTAL GRASSES BO BL BLONDE AMBITION BLUE GRAMA BO GR BLUE GRAMA GRASS AC HY INDIAN RICEGRASS SC LI LITTLE BLUESTEM PERENNIALS GA AR BLANKET FLOWER AS TU BUTTERFLY MILKWEED PE PE FIRECRACKER PENSTEMON LI NA FLAX RA CO PRAIRIE CONEFLOWER PLANT SCHEDULE NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE PLAN LS-104 MATCHLINE, LS-101 MA T C H L I N E , L S - 1 0 5 LEGEND LS-101 LS-103 LS-102 LS-104 LS-105 KEY MAP PERMIT & BID SET STSTSTSTSTSTSTST ST STSTSTSTSTST ST W W W W W W W W UGE UGE UGE UGE UG E UG E UG E (4) PI PI (1) AC GR (4) CO RE (5) JU CA (5) AM UT (17) BO GR (3) CO RE (3) FA PA (5) SC LI (4) PE PE (24) BO BL (3) RA CO (7) AC HY (4) AM UT (1) AR PA (4) ER AI (5) SC LI (1) PI PI (1) MA SP (3) PI WH (1) JU CA (3) CO RE (2) AR PA M-01 M-03 N-07 TRANSFORMER, RE:CIVIL DOWNSPOUT SPLASH ROCK, RE:CIVIL CONCRETE SCORING, TYP. RE: CIVIL (1) AM UT (4) BO BL LIMIT-OF-WORK NATIVE SEED SYMBOL CODE DESCRIPTION M-01 SHRUB BED M-02 ENGINEERED WOOD FIBAR M-03 METAL EDGER M-04 SPADE CUT EDGER M-05 CHAIN LINK FENCE M-06 BOULDERS M-07 GATE CODE DESCRIPTION S-01 PLAYGROUND EQUIPMENT S-02 CLIMBERS S-03 SHADE STRUCTURE 15X20' S-04 ELECTRIC GRILL CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 WETLAND SEED LIGHTING CODE COMMON NAME DECIDUOUS TREES AC GR BIGTOOTH MAPLE CE OC COMMON HACKBERRY EVERGREEN TREES PI PI PINYON PINE ORNAMENTAL TREES MA SP SPRING SNOW CRABAPPLE DECIDUOUS SHRUBS FA PA APACHE PLUME ER AI BLUE RABBITBRUSH AR PA PANCHITO MANZANITA CO RE RED TWIG DOGWOOD AM UT UTAH SERVICEBERRY EVERGREEN SHRUBS JU CA CALGARY CARPET® JUNIPER PI WH WHITE BUD MUGO PINE ORNAMENTAL GRASSES BO BL BLONDE AMBITION BLUE GRAMA BO GR BLUE GRAMA GRASS AC HY INDIAN RICEGRASS SC LI LITTLE BLUESTEM PERENNIALS GA AR BLANKET FLOWER AS TU BUTTERFLY MILKWEED PE PE FIRECRACKER PENSTEMON LI NA FLAX RA CO PRAIRIE CONEFLOWER PLANT SCHEDULE NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE PLAN LS-105 MATCHLINE, LS-102 MA T C H L I N E , L S - 1 0 4 LEGEND LS-101 LS-103 LS-102 LS-104 LS-105 KEY MAP PERMIT & BID SET ST ST ST STST ST ST ST ST ST ST S T S T S T S T ST ST ST ST ST ST ST ST ST ST W W W W W SS S S S S S S S S S S S S S S S S UGE UG E U G E U G E U G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UGEUGE M-01 S-03 S-01 N-05 N-06 N-01 N-02 S-04 M-06 N-01 N-04 M-03 M-04 S-02 N-03 MONUMENT SIGN BY OTHERS N-01 TRELLIS EXTENSION, RE: STRUCTURAL LIMIT-OF-WORK NATIVE SEED SYMBOL CODE DESCRIPTION M-01 SHRUB BED M-02 ENGINEERED WOOD FIBAR M-03 METAL EDGER M-04 SPADE CUT EDGER M-05 CHAIN LINK FENCE M-06 BOULDERS M-07 GATE CODE DESCRIPTION S-01 PLAYGROUND EQUIPMENT S-02 CLIMBERS S-03 SHADE STRUCTURE 15X20' S-04 ELECTRIC GRILL CODE DESCRIPTION DETAIL N-01 SITE FURNITURE BY FFE BY FFE N-02 TREE PLANTING 1/ LS-500 N-03 FREE STANDING PLAYGROUND CURB 5/ LS-501 N-04 PLAYGROUND CURB AT SIDEWALK 6/ LS-501 N-05 PLAYGROUND RAMP 4/LS-501 N-06 OUTDOOR KITCHEN 2/ LS-502 N-07 COBBLE DRIP LINE 6/ LS-500 WETLAND SEED LIGHTING NORTH 0 105 20 SCALE 1" = 10' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 HARDSACPE ENLARGEMENT LS-400 LEGEND KEY MAP LS-400 PERMIT & BID SET 1 2 3 4 5 2X ROOT BALL DIAMETER 120° 120° TREE PLANTING SCALE: 3/16" = 1'-0" GALVANIZED WIRE PLACE MINIMUM 1/2" PVC PIPE AROUND EACH WIRE, EXPOSED WIRE SHALL BE MAXIMUM 2" EACH SIDE INSTALL STAKING PER SPECIFICATIONS PLANT TREE SO THAT FIRST ORDER MAJOR ROOT IS 1"-2" ABOVE FINAL GRADE 2'-0" RADIUS MULCH RING, CENTERED ON TRUNK, 3" DEPTH, ON TOP OF WEED FABRIC, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, FINISHED GRADE REFERENCES TOP OF MULCH 1:1 SLOPE ON SIDES OF PLANTING HOLE REMOVE ALL TWINE, ROPE, BURLAP AND WIRE FROM THE ENTIRE ROOTBALL AND TRUNK GROMMETED NYLON STRAPS 4-6" HIGH WATER SAUCER IN NON-TURF AREAS BACKFILL AROUND ROOTBALL WITH PLANT MIX, PLANT MIX SHALL CONSIST OF EQUAL PARTS TOPSOIL, COMPOST, EXCAVATED SOIL, PLUS MYCORRHIZAL INOCULANT PER SPECIFICATIONS PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP, SETTLE SOIL WITH WATER TO FILL ALL AIR POCKETS PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT GALVANIZED WELDED WIRE MESH, REFER TO DEER PROTECTION FOR TREES DETAIL 1 2 3 4 5 6 7 8 9 10 11 12 13 PLAN VIEW - THREE STAKES P R E V A I L I N G W I N D NOTES: 1. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. PRUNING NOTES: 1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1. STAKE TREES PER DIAGRAM. AFTER A MINIMUM OF (3) THREE YEARS CONFIRM TREE IS ESTABLISHED. CHECK FOR ROOTBALL STABILITY. APPLY HAND PRESSURE TO TRUNK OF TREE, WHEN ROOTBALL DOES NOT MOVE, REMOVE STAKING. a. 2" CALIPER SIZE AND UNDER DECIDUOUS AND ASPEN TREES - MINIMUM 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 180° FROM THAT SIDE). b. EVERGREEN TREES - 3 STAKES PER DIAGRAM. c. 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM. 2. WIRE OR CABLE SHALL BE MINIMUM 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. 3. ADJUST STAKING, STRAPS AND GUY WIRES ANNUALLY. 4. TREATED WOOD POST PREFERRED. METAL T STAKES WITH PLASTIC SAFETY CAPS ACCEPTABLE WITH APPROVAL FROM OWNER. 2 3 4 5 6 7 12 11 10 9 8 1 13 SPECIFIED MULCH AMENDED SOIL IN PLANTING BED PER SPECIFICATIONS. TILL SOIL TO A DEPTH OF EIGHT INCHES. FINISH GRADE (TOP OF SOIL) 1 2 3 SHRUB PLANTING SCALE: 1-1/2" = 1'-0" 2X CONTAINER WIDTH 1 2 3 NOTE: 1. BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED 2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT FROM ITS CONTAINER 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER 4. DIG PLANT PIT TWICE AS WIDE AND HIGH AS THE CONTAINER 5. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING 6. SET SHRUB ROOT-BALL 1" ABOVE FINISH GRADE OF BED ORNAMENTAL GRASS AND PERENNIAL PLANT LAYOUT SCALE: 1" = 1'-0" NOTES: 1. WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. 2. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. REFER TO PLANT SCHEDULE FOR PLANT ON CENTER SPACING SPECIFIED MULCH, REFER TO MATERIAL SCHEDULE, SHEET LS-002 AMENDED PLANTING BED TILLED TO A DEPTH OF 10", BACKFILL WITH PLANT MIX PER LANDSCAPE SPECIFICATIONS CENTER OF PLANT 1 2 3 4 2 3 4 SECTION PLAN PLAN ON CURVE 1 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE DETAILS LS-500 6 ADJACENT BUILDING ADJACENT LANDSCAPE; REFER TO PLANS COBBLE; REFER TO MATERIAL SCHEDULE, SHEET LS-002 FINISH GRADE SPADE CUT EDGER, REFER TO DETAIL 7 / SHEET LS-500 NATIVE GRASS / LANDSCAPE BED, REFER TO PLANS UNDISTURBED SOIL 1 2 3 4 5 6 7 COBBLE DRIP LINE N.T.S. 65SLOPE 3 7 4 1 2% MINIMUM SLOPE REF: CIVIL 2 NOTES: 1. COBBLE DRIP LINE TO BE INCLUDED AROUND PERIMETER OF ALL BUILDINGS WHERE ROOF LINE EXTENDS AND SHEDS WATER / SNOW. TREE PLANTING ON SLOPE SCALE: 1/4" = 1'-0" SLOPE SIDED PLANTING AREA SHALL BE LOOSENED AND AERATED MINIMUM 3 TIMES THE DIAMETER OF ROOT BALL GROMMETED NYLON STRAP GALVANIZED WIRE TOP MOST ROOT IN ROOTBALL: 1"-2" ABOVE EXISTING GRADE, UPHILL SIDE 2-4" OF ORGANIC MULCH APPLIED OVER PLANTING AREA AND AWAY FROM THE TRUNK, REFER TO MATERIAL SCHEDULE, SHEET LS-002, FINISHED GRADE REFERENCES TOP OF MULCH BACKFILL WITH PLANT MIX, PLANT MIX SHALL CONSIST OF EQUAL PARTS TOPSOIL, COMPOST, EXCAVATED SOIL, PLUS MYCORRHIZAL INOCULANT PER SPECIFICATIONS, WATER THOROUGHLY WHEN BACKFILLING REMOVE ALL TWINE, ROPE, BURLAP AND WIRE FROM ENTIRE ROOTBALL AND TRUNK PLACE ROOTBALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT, IF SOIL HAS BEEN IMPORTED, PROVIDE MODERATE FOOT PACKING OF SOIL DIRECTLY UNDER LOCATION OF ROOTBALL 24" X 3/4" P.V.C. MARKERS (TYPICAL) OVER WIRES TREATED WOOD POST, OR METAL T STAKE WITH CAP, WITH GROMMETED NYLON STRAPS, USE 2 GUY WIRES UNAMENDED TOPSOIL ADDED TO EXISTING GRADE ON DOWN HILL SIDE, REFER TO SPECIFICATIONS EXISTING GRADE GALVANIZED WELDED WIRE MESH, REFER TO DEER PROTECTION FOR TREES DETAIL 1 2 3 4 5 6 7 8 9 10 11 12 NOTES: 1. EXCAVATE PLANTING HOLES WITH SLOPING SIDES. MAKE EXCAVATIONS AT LEAST THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER AND LESS THAN THE DISTANCE FROM THE TOP MOST ROOT AND THE BOTTOM OF THE ROOT BALL. THE PLANTING AREA SHALL BE LOOSENED AND AERATED AT LEAST THREE TO FIVE TIMES THE DIAMETER OF THE ROOT BALL. REFERENCE TREE PLANTING DETAIL FOR BACKFILL NOTES. 2. TREES SHALL BE PLANTED WITH THE TOP MOST ROOT IN THE ROOT BALL 3" TO 5" HIGHER THAN THE FINISHED LANDSCAPE GRADE. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. 3. FORM SOIL INTO A 3" TO 5" TALL WATERING RING (SAUCER) AROUND PLANTING AREA. THIS IS NOT NECESSARY IN IRRIGATED TURF AREAS. APPLY 3" TO 4" DEPTH OF SPECIFIED MULCH INSIDE WATERING RING. 4. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS. PRUNING NOTES: 1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1. STAKE TREES PER DIAGRAM. AFTER A MINIMUM OF (3) THREE YEARS CONFIRM TREE IS ESTABLISHED. CHECK FOR ROOTBALL STABILITY. APPLY HAND PRESSURE TO TRUNK OF TREE, WHEN ROOTBALL DOES NOT MOVE, REMOVE STAKING. a. 2" CALIPER SIZE AND UNDER DECIDUOUS AND ASPEN TREES - MINIMUM 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 180° FROM THAT SIDE). b. EVERGREEN TREES - 3 STAKES PER DIAGRAM. c. 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM. 2. WIRE OR CABLE SHALL BE MINIMUM 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. 3. ADJUST STAKING, STRAPS AND GUY WIRES ANNUALLY. 4. USE GUY ASSEMBLIES FOR EVERGREENS AND TREES OVER 3" CALIPER. ALL WIRE TO BE MINIMUM 12 GAUGE GALVANIZED. 9 6 10 3 4 7 11 5 8 2 1 12 (4) 6'-0" LODGE POSTS PER TREE, TREE STAKES MAY BE USED FOR TWO OF THESE POSTS, SET POSTS 1'-0" OUTSIDE OF DRIP LINE GALVANIZED WELDED WIRE MESH, APPROXIMATELY 3/32" THICK, APPROXIMATELY 4"X4" GRID, SECURE TAUGHT TO POSTS WITH GALVANIZED WIRE, CONTRACTOR SHALL ENSURE THERE ARE NO SHARP POINTS OR PROTRUDING WIRES 1 2 DEER PROTECTION FOR TREES SCALE: 1/2" = 1'-0" 1'-0"1'-0" 1'-0" 5'-0"+ 6'-0"+ PLAN VIEW 2 1 1 2 NOTES: 1. KEEP WIRE MESH 1'-0" ABOVE GRADE TO ALLOW FOR MAINTENANCE WITHIN ENCLOSED AREA. PERMIT & BID SET 1 2 3 4 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE DETAILS LS-501 NOTE: 1. IF IRRIGATION HEAD IS LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. 543 1 6"4" TYPICALLY IRRIGATED TURFGRASS OR DRYLAND SEED IRRIGATION HEADS SHOULD BE LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT VERTICAL SPADE CUT EDGE FILLED WITH SPECIFIED MULCH OR COBBLE, REFER TO PLANS AND MATERIAL SCHEDULE, SHEET LS-002; TAPER EDGE OF BED SO MULCH IS DEEPER AGAINST SPADED EDGE SPECIFIED MULCH OR COBBLE, REFER TO PLANS AND MATERIAL SCHEDULE, SHEET LS-002 PLANTING BED, REFER TO LANDSCAPE PLANS 1 2 3 4 5 SPADE CUT EDGER SCALE: 1/2" = 1'-0" 2 CONCRETE WALK MONOLITHIC CONCRETE CURB, REFER TO DETAIL X, SHEET L-XXX 2" RADIUS ON ALL EXPOSED EDGES (3) #4 REBAR #4 REBAR 18" ON CENTER PLAY SAFETY SURFACE, REFER TO DETAIL X, SHEET L-XXX TOOLED SCORE JOINTS, 6" APART (2) #4 DOWELS 18" ON CENTER SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY 1 2 3 4 5 6 7 8 9 PLAYGROUND RAMP SCALE: 3/4" = 1'-0" NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. 6'-0"4'-0"6'-0" SECTION PLAN 12:1 M A X . 12 : 1 M A X . 1 2 : 1 M A X . 6" 6'-0" 1'-0" 1'-4" 6" 2 4 5 6 8 9 3 2 1 3 6 7 3 12 1 METAL EDGER SCALE: 1" = 1'-0" NOTES: 1. THERE SHALL BE NO EXPOSED SHARP / JAGGED EDGES. 2. CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER. FINISHED GRADE - TOP OF SOD THATCH LAYER AND TOP OF MULCH OR CRUSHER FINES SHALL BE FLUSH WITH TOP OF EDGER TURF THATCH AMENDED SOIL PER SPECIFICATIONS SUBGRADE METAL EDGER - DRILL (16) 1/2" DIA. HOLES 1" O.C. MIN. AT ALL LOW POINTS OR POORLY DRAINING AREAS IN ORDER TO ENSURE ADEQUATE DRAINAGE EDGER STAKE 1 2 3 4 5 6 4 3 2 1 5 ENSURE POSITIVE DRAINAGE 6 SECTION LONGITUDINAL SECTION OF EDGER AT LOW POINT (16) 1/2" DIA. HOLES MIN. AT ALL LOW POINTS BOULDER, NATURALLY SET BOULDER SO THAT A MINIMUM 1/4 OF BOULDER IS BELOW FINISH GRADE, REFER TO MATERIAL SCHEDULE, SHEET LS-002 ADJACENT LANDSCAPE, SPECIFIED MULCH, NATIVE SEED OR COBBLE, REFER TO PLAN 3" MINIMUM ROAD BASE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY UNDISTURBED GRADE 1 2 3 4 LANDSCAPE BOULDER SCALE: 3/4" = 1'-0" NOTES: 1. THESE ARE FREE STANDING BOULDERS ONLY AND DOES NOT INCLUDE BOULDER RETAINING WALLS. THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL APPROVE LOCATIONS AND SIZES OF ALL BOULDERS PRIOR TO PLACING. 2. CONTRACTOR SHALL SUBMIT SAMPLE OR PHOTOS FOR APPROVAL. 3. ADD ALTERNATE FOR DESIGN AND SUBJECT TO FINAL APPROVAL BY THE OWNER'S REPRESENTATIVE. 3 4 1 2 BOULDER SIZES QTY.ITEM SIZE 60%'A' SIZED BOULDER 24 - 30" DIAMETER X 18" MINIMUM DEPTH 40%'B' SIZED BOULDER 30 - 48" DIAMETER X 24" MINIMUM DEPTH 5 6FREE STANDING PLAYGROUND CURB SCALE: 1 1/2" = 1'-0" ADJACENT LANDSCAPE, REFER TO LANDSCAPE PLANS CONCRETE CURB, 1.5" RADIUS ON ALL EXPOSED EDGES, SLOPE TOP 1/4" PER FOOT TOWARD PLAYGROUND (2) #4 REBAR 24" ON CENTER ENGINEERED WOOD FIBAR SAFETY SURFACE, REFER TO MATERIAL SCHEDULE GEOTEXTILE FILTER / DRAINAGE MAT 3/4" WASHED GRAVEL SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY 1 2 3 4 5 6 7 NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. 2. THE DEPTH OF THE CURB VARIES TO ADJUST FOR STEEP GRADES ADJACENT TO THE PLAYGROUND PITS. IN NO CASE SHALL THE GRADE WITHIN THE PLAYGROUND PITS BE GREATER THAN 2.5%, REFER TO LAYOUT PLAN. 3. SCORE JOINTS SHALL BE SPACES 5'-0" ON CENTER AND RUN THROUGH TOP AND SIDES OF CURB. 4. SLOPE BOTTOM OF SAFETY SURFACE 2% MINIMUM TO DRAIN. 2' MIN. 1'-2" MIN. 2" 1'-0" MIN. 2"MIN. 6" MAX. 8" 21 3 76 4 5 1/4" 1'-0" PLAYGROUND CURB AT SIDEWALK SCALE: 1 1/2" = 1'-0" EXPANSION JOINT AT ABUTTING HARDSCAPE CONCRETE CURB, 1.5" RADIUS ON ALL EXPOSED EDGES, SLOPE TOP 1/4" PER FOOT TOWARD PLAYGROUND (2) #4 REBAR 24" ON CENTER ENGINEERED WOOD FIBAR SAFETY SURFACE, REFER TO MATERIAL SCHEDULE GEOTEXTILE FILTER / DRAINAGE MAT 3/4" WASHED GRAVEL SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY 1 2 3 4 5 6 7 NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. 2. THE DEPTH OF THE CURB VARIES TO ADJUST FOR STEEP GRADES ADJACENT TO THE PLAYGROUND PITS. IN NO CASE SHALL THE GRADE WITHIN THE PLAYGROUND PITS BE GREATER THAN 2.5%, REFER TO LAYOUT PLAN. 3. SCORE JOINTS SHALL BE SPACES 5'-0" ON CENTER AND RUN THROUGH TOP AND SIDES OF CURB. 4. SLOPE BOTTOM OF SAFETY SURFACE 2% MINIMUM TO DRAIN. 2' MIN. 1'-0" MIN. 2"MIN. 6" MAX. 8" 2 3 4 1/4" 1'-0" 1 765 PERMIT & BID SET 1 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE DETAILS LS-502 NOTES: 1. FINAL DESIGN AND DETAILS TO BE PROVIDED BY RCP SHELTERS. SHADE STRUCTURE- 15X20 SCALE: N.T.S. 20'-0" 7'-6" 6'-4" 12'-4"13'-10 3 8" REF STEEL COLUMN TOP OF SLAB NON-SHRINK GROUT 3 4"Ø THREADED ROD ANCHORS W/ PLATE WASHERS VERTICAL REBAR HORIZONTAL REBAR TIES STEEL COLUMN PIER DETAIL TYPICAL PIER DIAMETER IS BETWEEN 2'-0" AND 3'-0" +/- TYPICAL PIER DEPTH IS BETWEEN 3'-6" AND 5'-6" +/- ACTUAL DESIGN WILL VARY DUE TO BUILDING CODE REQUIREMENTS AND MAY BE SUBSTANTIALLY LARGER. 15'-0" OUTDOOR KITCHEN SCALE: 1/2" = 1'-0" OUTDOOR KITCHEN COUNTER; W/ 1" OVERHANG TYP. ON ALL SIDES EXCEPT TRELLIS SIDE, RE: MATERIAL SCHEDULE LS-002 BUILT IN GRILL WITH AUTOMATIC SHUT-OFF VALVE AND TIMER PROVIDED WITH / FOR EACH GRILL; SEE AMENITY LS-003 ACCESS DOORS, CUT OUT IS 15"H X 30 "W, ACCESS DOORS TO BE VENTED SEE AMENITY LS-003 BRICK VENEER TO MATCH ARCHITECTURE; ATTACH TO CMU BLOCK OR BACKER BOARD WITH FASTENERS PER MANUFACTURER RECOMMENDATION 8"X8"X16" STANDARD CMU BLOCK, FULLY GROUTED AND REINFORCED, RUNNING BOND VERTICAL STACKING GFI OUTLET LOCATION, REFER TO ELECTRICAL CONCRETE SLAB INTERIOR FINISH CUT CMU BLOCK TO FILL GAP CONCRETE SLAB SUPPORT FOR OUTDOOR KITCHEN, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR OUTDOOR KITCHEN ASSEMBLY TO BE REVIEWED PRIOR TO CONSTRUCTION 1 2 3 4 5 6 7 8 9 GRILL CUTOUT (REFER TO MANUFACTURER'S SPECIFICATIONS FOR EXACT DIMENSIONS) NOTES: 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2. THIS DETAIL IS FOR DESIGN INTENT ONLY. CONTRACTOR TO MEET ALL APPLICABLE IBC, CITY, STATE AND ADA CODES. CONTRACTOR TO SUBMIT SHOT DRAWINGS FOR GRILL STATION STRUCTURE FOR APPROVAL PRIOR TO CONSTRUCTION. 3. NATURAL GAS LINE WITH AVAILABLE 60,000 BTUS FOR EACH GRILL WITH AUTOMATIC / EMERGENCY SHUT-OFF VALVE AND TIMER SHALL BE PROVIDED WITH / FOR EACH GRILL. 4. COORDINATE WITH ELECTRICAL TO PROVIDE GFI OUTLETS AS SHOWN, POWER FOR GRILL, TIMERS AND SHUT-OFF SYSTEM. 5. ALL COUNTER TOPS SHALL BE MAXIMUM 2'-10" FROM TOP OF COUNTER TO TOP OF ADJACENT PAVER. COUNTERS EXCEEDING THIS HEIGHT WILL NOT BE ACCEPTED DUE TO ADA COMPLIANCE. USE PARTIAL HEIGHT CMU BLOCKS ALONG THE TOP COURSE WHERE NECESSARY. 6. GRILL CONTROLS TO BE WITHIN 15" TO 48" ABOVE FINISHED FLOOR AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST TO OPERATE. 7. ALL COUNTER OVERHANGS GREATER THAN 12" MAY REQUIRE ADDITIONAL SUPPORT. 8. ALL COUNTER OVERHANGS MUST BE SUPPORTED PER COUNTER TOP MANUFACTURER RECOMMENDATIONS. ALL SUPPORTS MUST MEET ADA AND FHAG REQUIREMENTS FOR CLEAR SPACE UNDER THE COUNTER. SUPPORTS SHALL BE HIDDEN TO THE GREATEST REASONABLE EXTENT POSSIBLE. ELEVATION B SECTION A A B 8'-0" 3'-0" KITCHEN PLAN SECTION B 2'-10" MAX EQ EQ 5" 2'-10" 2 1 2 1 3 3 4 4 4 1 2 6 2'-10" MAX 5 5 8 9 9 1 7 PLAN VIEW 1" 2 8 65 1 2 PERMIT & BID SET IRRIGATION SCHEDULE SYMBOL DESCRIPTION MODEL NO. DESCRIPTION DETAIL # AND SHEET IRRIGATION CONTROLLER RAIN BIRD ESP-2-WIRE + LNK2 WIFI 120VAC POWER REQUIRED - SEE PLANS FOR LOCATION 1 LI-500 RAIN SENSOR RAIN BIRD WR2-RFC REFER TO CONTROLLER NOTES 2 LI-500 BACKFLOW PREVENTER BY OTHERS IN MECHANICAL ROOM NA NA MANUAL DRAIN VALVE MATCO-NORCA 3/4" 201X INSTALLED IN AEP 910L-1G2G VALVE BOX 3 LI-500 MASTER VALVE RAIN BIRD 100EFB-CP SERIES WITH SCH 40 BALL VALVE AND 2W-1 DECODER, INSTALLED IN AEP 1015-1G2G VALVE BOX 4 LI-500 FLOW SENSOR RAIN BIRD UFS-100 WITH SHIELDED COMMUNICATION CABLE BACK TO CONTROLLER, INSTALLED IN AEP 1015-1G2G VALVE BOX 5 LI-500 ISOLATION GATE VALVE MATCO-NORCA 514TX MATCH LINE SIZE, INSTALLED IN AEP 910L-1G2G VALVE BOX 7 LI-500 QUICK COUPLER RAIN BIRD 44LRC INSTALLED IN AEP 910L-1G2G VALVE BOX 6 LI-500 TURF VALVE ASSEMBLY RAIN BIRD PEB SERIES WITH SCH 40 BALL VALVE AND 2W-1 DECODER, INSTALLED IN AEP 1015-1G2G VALVE BOX, SIZED PER PLAN 1 LI-501 DRIP VALVE ASSEMBLY RAIN BIRD XCZ-100-PRB WITH SCH 40 BALL VALVE AND 2W-1 DECODER, INSTALLED IN AEP 1320-1G2G VALVE BOX, SIZED PER PLAN 2 LI-501 TREES IN NATIVE RAIN BIRD RD06-S-P30-F WITH 1402 BUBBLER (2) BUBBLER ASSEMBLIES PER TREE 3 LI-501 SLEEVING CLASS 200 PVC REFER TO SLEEVING NOTES 8 LI-500 SERVICE LINE TYPE K COPPER SIZE: MATCH POC UNLESS OTHERWISE NOTED NA NA PVC MAINLINE CLASS 200 PVC BE SIZE: 1 1/2" UNLESS OTHERWISE NOTED 9 LI-500 PVC TURF LATERAL CLASS 200 PVC BE SIZE: 1" MINIMUM UNLESS OTHERWISE NOTED 9 LI-500 PVC TREE LATERAL CLASS 200 PVC SIZE: 1" UNLESS OTHERWISE NOTED 9 LI-500 DRIP LATERAL UV RESISTANT POLYETHYLENE SIZE: 3/4" MINIMUM UNLESS OTHERWISE NOTED 4 LI-501 FLUSH END CAP SCH 40 BALL VALVE WITH RAIN BIRD OPERIND OPERATIONAL INDICATOR INSTALLED IN AEP 910L-1G2G VALVE BOX 7 LI-501 C RS DV MV FS Q VALVE CALLOUT EMITTER SCHEDULE PLANT TYPE EMITTER QTY.TOTAL GPH PERENNIAL / GRASSES 0.5 GPH TWO EACH 1.0 GPH DECIDUOUS SHRUBS 1.0 GPH TWO EACH 2.0 GPH EVERGREEN SHRUBS 1.0 GPH TWO EACH 2.0 GPH DECIDUOUS TREE 1.0 GPH EIGHT EACH 8.0 GPH EVERGREEN TREE 1.0 GPH EIGHT EACH 8.0 GPH TREES IN NATIVE TREE BUBBLERS - REFER TO SCHEDULE EMITTER NOTES 1. ALL PLANT MATERIAL SHALL BE IRRIGATED WITH RAIN BIRD XB SERIES PRESSURE COMPENSATING EMITTERS. 2. EMITTER SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL ADJUST EMITTER AND NUMBER OF EMITTERS BASED ON THE NEEDS OF INDIVIDUAL PLANTS OR PLANT HYDROZONES. 3. 1/4" DISTRIBUTION TUBING NOT TO EXCEED 8' IN LENGTH. 4.RAIN BIRD DBC-025 DIFFUSER BUG CAP AND TS-025 STAKE ON ALL 1/4" DISTRIBUTION TUBING EMISSION POINTS. 5. REFER TO DRIP IRRIGATION DETAILS 4-7, SHEET LI-501 XXX" X - X ZONE DESIGNATION: T (TREES), S (SHRUBS), VALVE/STATION NUMBER VALVE FLOW: (GPM) VALVE SIZE IRRIGATION GENERAL NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE FOR SUCCESSFUL COMPLETION OF THIS WORK. 3. ALL IRRIGATION EQUIPMENT IS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEM DESIGN WITHOUT NOTIFYING THE OWNER'S REPRESENTATIVE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW OF THE PROJECT CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LANDSCAPE PLAN, UTILITY PLAN, CIVIL UTILITY PLAN, ARCHITECTURE PLAN, GRADING AND DRAINAGE PLAN AND ALL OTHER ASSOCIATED PLANS AND SPECIFICATIONS THAT AFFECT THIS WORK PRIOR TO START OF WORK. IF THE AND CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THE CONSTRUCTION DOCUMENTS AND THE EXISTING CONDITIONS ON SITE, IT IS THEIR RESPONSIBILITY TO CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY. 5. THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. IF THE CONTRACTOR FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY REPAIR WORK ASSOCIATED WITH SAID DAMAGES. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN ALL IRRIGATION DISTRIBUTION LINES AND ALL UTILITIES (EXISTING OR PROPOSED), CONDUIT, STORM WATER COMPONENTS, DRAINS, ETC. 7. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM AND ITS COMPONENTS PER MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THIS SITE. 8. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR CERTIFICATION OF THE BACKFLOW PREVENTER BY A STATE CERTIFIED INSPECTOR. THE CONTRACTOR SHALL PROVIDE CERTIFICATES TO OWNER'S REPRESENTATIVE PRIOR TO PROJECT ACCEPTANCE. 9. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS AND WITHIN THE PROJECT LIMITS. EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN FOR GRAPHIC CLARITY ONLY. IF THERE IS A QUESTION REGARDING THE LOCATION OF ANY COMPONENT OF THE IRRIGATION SYSTEM, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR NEGLECTS TO NOTIFY THE NECESSARY PARTIES, THE CONTRACTOR SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TO ENSURE PROPER LOCATION AND OPERATION OF THE IRRIGATION SYSTEM AND ITS COMPONENTS. 10. ALL IRRIGATION DISTRIBUTION LINES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO, MAINLINE, LATERALS, SPRAY HEADS, DRIP EMITTERS SHALL BE KEPT A MINIMUM DISTANCE OF 6' AWAY FROM ALL BUILDING AND WALL FOUNDATIONS, OR AS STIPULATED IN THE GEOTECHNICAL REPORT , WHICHEVER IS GREATER. EQUIPMENT MAY BE SHOWN IN THIS AREA FOR GRAPHIC CLARITY. COORDINATE ALL REQUIRED SETBACKS WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK. 11. EACH VALVE SHALL BE INSTALLED IN A SEPARATE VALVE BOX AS DETAILED. ALL VALVE BOXES AND LIDS SHALL BE COMMERCIAL GRADE, PLASTIC WITH SELF LOCKING COVERS. LID COLOR TO BE GREEN. INSTALL FLUSH TO FINISH GRADE AND PER CONSTRUCTION DETAILS. DO NOT INSTALL IN PAVED AREAS OR IN BOTTOMS OF DRAINAGE SWALES/BASINS. 12. CONTRACTOR SHALL INSTALL DETECTABLE MARKING TAPE OR #14g DIRECT BURY TRACER WIRE IN ALL PRESSURE MAINLINE TRENCHES. SEE IRRIGATION DETAILS FOR MORE INFORMATION. 13. PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER ROUTING OF IRRIGATION PIPING. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL. 14. THE CONTRACTOR SHALL MARK THE LOCATION OF THE MAINLINE, CONTROL VALVES, GATE VALVES AND HEAD LAYOUT OF A REPRESENTATIVE SPRAY ZONE. SCHEDULE A REVIEW WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 15. INSTALL SCH. 40 BALL WITH OPERATIONAL INDICATOR AT ENDS OF ALL DRIP LATERALS AS DETAILED. FLUSH ALL LATERALS THOROUGHLY BEFORE INSTALLING EMITTERS AND BUBBLERS. 16. CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPRAY ONTO PAVING OR HARD SURFACES. 17. CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10" VALVE BOX AT THE END OF ALL BRANCHES OF THE MAINLINE, OR AS SHOWN ON PLANS, FOR WINTERIZATION AND FLUSHING OF MAINLINE. 18. THE CONTRACTOR SHALL PERFORM A PRESSURE TEST ON ALL MAINLINES. CONTRACTOR SHALL PRESSURIZE MAINLINES TO 120 PSI AND MAINTAIN PRESSURE AT 120 PSI FOR A MINIMUM CONTINUOUS PERIOD OF TWO (2) HOURS TO ACHIEVE FINAL ACCEPTANCE. 19. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE DURING A THREE(3) NIGHT PER WEEK, SIXTEEN(16) HOURS PER NIGHT WATERING WINDOW. DRIP IRRIGATION ZONES MAY BE ALLOWED TO RUN ON A SEPARATE SCHEDULE FROM THIS WATER WINDOW DEPENDING JURISDICTION. LANDSCAPE ESTABLISHMENT WILL REQUIRE INCREASED IRRIGATION WATER FOR DURATION OF THE ESTABLISHMENT PERIOD AND MAY REQUIRE TWICE THE AMOUNT OF WATER AS ESTABLISHED PLANT MATERIAL. THE CONTRACTOR SHALL COORDINATE WATERING SCHEDULES AND APPLICATION RATES WITH THE OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE. 20. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED PEAK SEASON WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND VARIABLE WEATHER CONDITIONS. ·FESCUE/BLUEGRASS BLEND TURF 1.75" PER WEEK PEAK SEASON ·TREE, SHRUB, AND PERENNIAL PLANT MATERIAL 1.00" PER WEEK PEAK SEASON ·NATIVE DROUGHT TOLERANT SEED MIX 0.75" PER WEEK PEAK SEASON 21. THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON OCTOBER 15TH TO ENSURE THE EFFICIENCY AND LONGEVITY OF THE IRRIGATION SYSTEM. THE MAINTENANCE SCHEDULE SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST MANAGEMENT PRACTICES: ·CHECK HEADS FOR COVERAGE AND LEAKAGE. ·CHECK CONTROLLER PROGRAMMING AND ADJUST FOR SEASONAL CHANGES AS NECESSARY. ·VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS STATED IN THE DESIGN. ·CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT TEST RESULTS TO THE PROPERTY MANAGER. ·PERIODICALLY VERIFY THE THE SENSORS IN THE IRRIGATION SYSTEM ARE OPERATING CORRECTLY. ·WINTERIZATION AND SPRING START UP PROCEDURES. TWO WIRE NOTES 1. GROUNDING FOR THE IRRIGATION CONTROLLER AND DECODERS ARE TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND PER THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS FOUND AT WWW.ASIC.ORG. FOR ADDITIONAL TECHNICAL SUPPORT REGARDING THE IRRIGATION CONTROLLER OR GROUNDING PLEASE CONTACT THE MANUFACTURER. 2. DO NOT LOOP TWO WIRE PATH. STAR PATTERN FROM CONTROLLER FOR EACH BRANCH OF MAINLINE. 3. CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE TWO-WIRE PATH AT THE FOLLOWING LOCATIONS, BUT ARE NOT LIMITED TO: ·CONTROLLER TO BE GROUNDED INDEPENDENTLY FROM BUILDING. ·GROUND 1ST DECODER ON WIRE PATH FROM CONTROLLER. ·GROUND EVERY 8TH DECODER OR EVERY 500 FEET BETWEEN DECODERS, WHICH EVER LENGTH IS SMALLER. ·GROUND EVERY END OF WIRE PATH. 4. THE TWO-WIRE CONTROLLER REQUIRES EACH CONTROL VALVE AND SENSOR TO HAVE A DECODER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE PROPER DECODERS, SURGE SUPPRESSION AND GROUNDING. THE RAIN SENSOR AND FLOW SENSOR REQUIRE A SENSOR DECODER. 5. QTY OF STATIONS (VALVES) PER MANIFOLD REQUIRED DECODER ·SINGLE STATION RAIN BIRD 2W-1 DECODER ·FLOW SENSOR RAIN BIRD 2W-1 DECODER 6. CONTROLLER TWO-WIRE PATH SHALL BE MANUFACTURER'S APPROVED WIRE OR APPROVED EQUAL. 7. CONTRACTOR SHALL USE UL APPROVED WIRE STRIPPER AND WATERPROOF CONNECTIONS (DBR/Y-6 OR APPROVED EQUAL) AT ALL SPLICES AND CONNECTIONS POINTS. 8. PROVIDE 30" MINIMUM TWO WIRE PATH IN EACH VALVE BOX FOR MAINTENANCE. 9. CONTRACTOR SHALL INCLUDE TWO-WIRE RUN PATHS ON AS-BUILT DRAWINGS. SLEEVING COORDINATION NOTES 1.INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR FOR LOCATION AND SIZING OF SLEEVES PRIOR TO THE START OF CONSTRUCTION. 2. SLEEVES SHALL BE INSTALLED PRIOR TO THE START OF PAVING OPERATIONS. 3. THE CONTRACTOR SHALL SLEEVE ALL IRRIGATION DISTRIBUTION LINES, VALVE CONTROL WIRES AND COMMUNICATION WIRES UNDER ALL PAVED SURFACES, WALL FOOTERS, DRAINAGE CHANNELS, INLETS, CATCH BASINS, ETC. 4. ALL SLEEVES SHALL EXTEND A MINIMUM OF 12" BEYOND EDGE OF ALL OBSTRUCTIONS. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER ANY OBSTRUCTIONS. 5. EACH PIPE SHALL BE IN A SEPARATE SLEEVE. WIRES SHALL BE IN A SEPARATE PIPE UNDER ALL PAVED SURFACES. 6. SLEEVING SHALL BE INSTALLED PER THE SIZES AND QUANTITIES SHOWN ON THE PLANS BASED ON THE CHART BELOW. PIPING REQUIRED SLEEVE SIZE MAINLINE PIPING 3" CLASS 200 PVC LATERAL PIPING 2X NOMINAL DIAMETER OF LATERAL CONTROL WIRES 2" CLASS 200 PVC IRRIGATION POINT OF CONNECTION NOTES 1.POINT OF CONNECTION: THERE IS ONE (1) POINT OF CONNECTION ON THIS PROJECT. POC #1 : 1" DEDICATED IRRIGATION WATER CONNECTION - REFER TO MECHANICAL PLANS FOR APPROXIMATE STUB OUT LOCATION OF 1" TYPE K COPPER. ·CONTRACTOR IS TO LOCATE AND CONNECT DOWNSTREAM OF THE DEDICATED POTABLE IRRIGATION WATER LINE (PROVIDED BY OTHERS) WITH TYPE K COPPER AT A DEPTH OF 48" OR PER LOCAL CODE, WHICHEVER IS GREATER. TRANSITION FROM COPPER TO CLASS 200 BE PVC EXTEND MAINLINE AND INSTALL ONE MANUAL DRAIN, GATE VALVE, MASTER VALVE, FLOW SENSOR, 1" QUICK COUPLER, AND EXTEND MAINLINE TO VALVES AS SHOWN. ·ALL PIPING FROM THE DEDICATED IRRIGATION POTABLE METER THROUGH DRAIN VALVE DOWNSTREAM OF THE BACKFLOW PREVENTION UNIT SHALL BE THE SAME SIZE AS THE METER UNLESS OTHERWISE NOTED. ·THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES, OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS ASSOCIATED WITH THIS WORK. FINAL LOCATION OF BACKFLOW PREVENTION UNIT SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2.CONTROLLER LOCATION: THERE IS ONE (1) CONTROLLER ON THIS PROJECT. CONTROLLER A : WALL MOUNTED CONTROLLER LOCATED. ·CONTROLLER SHALL BE PROGRAMMED TO RUN MULTIPLE VALVES AT ONE TIME WITH A MAXIMUM TOTAL OF 10 GPM . ·CONTROLLER TO BE MOUNTED PER DETAILS AND MANUFACTURER'S SPECIFICATIONS. ·CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND ELECTRICAL PLANS FOR POWER SERVICE. ALL ELECTRICAL EQUIPMENT AND POWER CONNECTION INSTALLATION SHALL CONFORM TO ALL LOCAL CODES. INSTALL A LINE VOLTAGE SURGE DEVICE (INTERMATIC AG2401C3/ OR SQUARE D SDSA1175) FOR 120V IN A JUNCTION BOX PRIOR TO CONTROLLER. ·RAIN/FREEZE SENSOR: MOUNT THE RAIN SENSOR ON POLE IN PROXIMITY TO THE CONTROLLER. THE SENSOR SHALL BE MOUNTED IN A LOCATION IN FULL SUN AND OPEN TO RAINFALL. SENSOR SHALL BE NO MORE THAN 200' FROM WIRELESS RECEIVER. MOUNT WIRELESS RECEIVER ON OR ADJACENT TO THE IRRIGATION CONTROLLER. 3.SYSTEM PRESSURE: THE SYSTEM HAS BEEN DESIGNED PER THE FOLLOWING SPECIFICATIONS: REQUIRED MINIMUM STATIC PRESSURE OF 50 PSI AND MAXIMUM SAFE VELOCITY OF 5 FPS IN ANY PVC PIPE AND 7.5 FPS IN ANY COPPER PIPE. ·PER (BATTLEMENT MESA METRO DISTRICT) THE STATIC PRESSURE ON SITE IS APPROXIMATELY 50 PSI. ·THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESSURE IN THE FIELD AT THE POINT OF CONNECTION BEFORE CONSTRUCTION BEGINS AND FOR NOTIFYING THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DESIGN PRESSURE OF THE SYSTEM AND THE MEASURED PRESSURE IN THE FIELD. IF THE CONTRACTOR FAILS TO NOTIFY OWNER'S REPRESENTATIVE OF SUCH DISCREPANCIES, THEN THE CONTRACTOR ASSUMES ALL LIABILITY AND COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS TO ACCOMMODATE THE ACTUAL PRESSURE. 4.FLOW SENSOR: SENSOR REQUIRES A MINIMUM FLOW FOR PROPER READINGS. MULTIPLE ZONES MAY BE REQUIRED TO RUN SIMULTANEOUSLY TO ACHIEVE THE MINIMUM FLOWS REQUIRED. CONTRACTOR TO SET 'K' VALUES PER MANUFACTURER. ·FLOW SENSOR 1 REQUIRES A MINIMUM FLOW OF 0.3 GPM. 5.COMMUNICATION: IT IS RECOMMENDED THAT THE IRRIGATION CONTROLLER BE CONNECTED TO A WATER MANAGEMENT CONTROL SOFTWARE FOR OPTIMUM FUNCTION OF THE IRRIGATION SYSTEM. COORDINATE WITH OWNER'S REPRESENTATIVE AND CONTACT THE LOCAL CONTROLLER MANUFACTURER REPRESENTATIVE OR AUTHORIZED VENDOR PRIOR TO ORDERING CONTROLLER FOR COMMUNICATION AND CONNECTIVITY OPTIONS. GENERAL PRESSURE NOTE 1. AN IRRIGATION BOOSTER PUMP MAY BE REQUIRED IF PRESSURE IS BELOW 45 PSI UPSTREAM OF 3/4" IRRIGATION BACKFLOW PREVENTION UNIT INSIDE THE MECHANICAL ROOM - REFER TO MECHANICAL PLANS FOR LOCATION OF EQUIPMENT. OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R PERMIT & BID SET 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION SCHEDULE & NOTES LI-001 STSTSTSTSTSTSTST ST ST S T STSTSTSTSTSTSTSTSTST ST ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTST ST ST ST ST ST S T ST ST ST ST ST LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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BOX 2320 FRISCO, CO 80443 P 970.368.7068 OVERALL IRRIGATION PLAN LI-100 LI-101 LI-103 LI-102 LI-104 SIZE: FLOW: PRESSURE: POC 50 PSI MIN REQ. 10 GPM 1-INCH 1 PERMIT & BID SET STSTSTSTSTSTSTSTSTSTST ST ST ST ST ST S T S T ST STSTSTSTSTSTSTSTSTSTSTST ST LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LODLODLOD LODLODLOD LOD LODLOD LODLODLOD LODLODLOD LOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LODLODLOD LOD LODLOD LODLODLOD LODLODLOD LOD LODLOD LODLODLOD LODLODLOD LODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD S T S T S T S T W W W W W W W W W W W W W W SS SS SS SS SS SS SS S S SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W CONTROLLER 120 VAC REQUIRED A SIZE: FLOW: PRESSURE: POC 50 PSI MIN REQ. 10 GPM 3/4-INCH #1 1" DV MV FS A -S 1"DR A1 -S 1"DR A2 -T 1"3 A11 Q 1" IRRIGATION SCHEDULE SYMBOL DESCRIPTION IRRIGATION CONTROLLER 120VAC POWER REQUIRED - SEE PLANS FOR LOCATION RAIN SENSOR BACKFLOW PREVENTER MANUAL DRAIN VALVE INSTALLED IN AEP 910L-1G2G VALVE BOX MASTER VALVE FLOW SENSOR ISOLATION GATE VALVE QUICK COUPLER INSTALLED IN AEP 910L-1G2G VALVE BOX TURF VALVE ASSEMBLY DRIP VALVE ASSEMBLY TREES IN NATIVE SLEEVING SERVICE LINE PVC MAINLINE PVC TURF LATERAL PVC TREE LATERAL DRIP LATERAL FLUSH END CAP SCH 40 BALL VALVE WITH RAIN BIRD OPERIND OPERATIONAL INDICATOR INSTALLED IN AEP 910L-1G2G VALVE BOX C RS DV MV FS Q NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION PLAN LI-101 MATCHLINE, LI-103 MA T C H L I N E , L I - 1 0 2 LI-101 LI-103 LI-102 LI-104 KEY MAP PERMIT & BID SET STST STST ST STST ST ST S T S T ST ST ST ST ST ST ST LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD W W W W W W W SS SS S S S S S S S S W W W W W W W W W W W W W W W W W W W UGE U G E UGE UGE UGE UGE UGE UGE UGE UGE 1" -S 1"DR A7 -S 1"DR A8 -T 1"4 A9 -S 1"DR A10 Q RS IRRIGATION SCHEDULE SYMBOL DESCRIPTION IRRIGATION CONTROLLER 120VAC POWER REQUIRED - SEE PLANS FOR LOCATION RAIN SENSOR BACKFLOW PREVENTER MANUAL DRAIN VALVE INSTALLED IN AEP 910L-1G2G VALVE BOX MASTER VALVE FLOW SENSOR ISOLATION GATE VALVE QUICK COUPLER INSTALLED IN AEP 910L-1G2G VALVE BOX TURF VALVE ASSEMBLY DRIP VALVE ASSEMBLY TREES IN NATIVE SLEEVING SERVICE LINE PVC MAINLINE PVC TURF LATERAL PVC TREE LATERAL DRIP LATERAL FLUSH END CAP SCH 40 BALL VALVE WITH RAIN BIRD OPERIND OPERATIONAL INDICATOR INSTALLED IN AEP 910L-1G2G VALVE BOX C RS DV MV FS Q NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION PLAN LI-102 MATCHLINE, LI-104 MA T C H L I N E , L I - 1 0 1 LI-101 LI-103 LI-102 LI-104 KEY MAP PERMIT & BID SET STSTSTSTSTSTST STSTSTSTSTSTST ST ST ST ST ST LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD S T ST W W SS SS 1" 1" -T 1"6 A4 1" Q -S 1"DR A3 IRRIGATION SCHEDULE SYMBOL DESCRIPTION IRRIGATION CONTROLLER 120VAC POWER REQUIRED - SEE PLANS FOR LOCATION RAIN SENSOR BACKFLOW PREVENTER MANUAL DRAIN VALVE INSTALLED IN AEP 910L-1G2G VALVE BOX MASTER VALVE FLOW SENSOR ISOLATION GATE VALVE QUICK COUPLER INSTALLED IN AEP 910L-1G2G VALVE BOX TURF VALVE ASSEMBLY DRIP VALVE ASSEMBLY TREES IN NATIVE SLEEVING SERVICE LINE PVC MAINLINE PVC TURF LATERAL PVC TREE LATERAL DRIP LATERAL FLUSH END CAP SCH 40 BALL VALVE WITH RAIN BIRD OPERIND OPERATIONAL INDICATOR INSTALLED IN AEP 910L-1G2G VALVE BOX C RS DV MV FS Q NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION PLAN LI-103 MATCHLINE, LI-101 MA T C H L I N E , L I - 1 0 4 LI-101 LI-103 LI-102 LI-104 KEY MAP PERMIT & BID SET STSTSTSTSTSTSTST ST STSTSTSTSTST ST W W W W W W W W UGE UGE UGE UGE UG E UG E UG E 1" 1" -T 1"5 A5 1" -S 1"DR A6 Q IRRIGATION SCHEDULE SYMBOL DESCRIPTION IRRIGATION CONTROLLER 120VAC POWER REQUIRED - SEE PLANS FOR LOCATION RAIN SENSOR BACKFLOW PREVENTER MANUAL DRAIN VALVE INSTALLED IN AEP 910L-1G2G VALVE BOX MASTER VALVE FLOW SENSOR ISOLATION GATE VALVE QUICK COUPLER INSTALLED IN AEP 910L-1G2G VALVE BOX TURF VALVE ASSEMBLY DRIP VALVE ASSEMBLY TREES IN NATIVE SLEEVING SERVICE LINE PVC MAINLINE PVC TURF LATERAL PVC TREE LATERAL DRIP LATERAL FLUSH END CAP SCH 40 BALL VALVE WITH RAIN BIRD OPERIND OPERATIONAL INDICATOR INSTALLED IN AEP 910L-1G2G VALVE BOX C RS DV MV FS Q NORTH 0 2010 40 SCALE 1" = 20' OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION PLAN LI-104 MATCHLINE, LI-102 MA T C H L I N E , L I - 1 0 3 LI-101 LI-103 LI-102 LI-104 KEY MAP PERMIT & BID SET 1 2 NOTE: 1. ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE AND MANUFACTURER'S SPECIFICATIONS. 2. GROUND CONTROLLER PER LOCAL CODE AND MANUFACTURER'S SPECIFICATIONS. 3. PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS. 4. PROVIDE LOCK FOR ENCLOSURE. 3 5 6 7 8 9 4 VARIES OPEN 10 CONTROLLER MOUNT AT EYE-LEVEL PER MANUFACTURER'S RECOMMENDATIONS DISCONNECT SWITCH 120 POWER SOURCE IN STEEL CONDUIT WIRELESS SENSOR RECEIVER BUILDING EXTERIOR WALL RIGID STEEL CONDUIT W/ CONTROL WIRES TO VALVES FINISH GRADE CONDUIT TO EXTEND 5 FT. BEYOND WALL UF DIRECT BURIAL WIRE TO CONTROL VALVES UF DIRECT BURIAL WIRE TO GROUNDING PER ASIC GUIDELINES 1 2 3 4 5 6 7 8 9 10 CONTROLLER WALL MOUNT EXTERIOR NTS NOTE: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2. SLOPE TOP OF FOOTER AWAY FROM POLE. 3. FINAL LOCATION AND MOUNTING SYSTEM TO BE APPROVED BY OWNER. 4. SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER SYSTEM OR UNDER EAVE OF HOUSE. 36 " M I N . 12 " M I N . 12" DIA. 1 2 3 4 10 ' M I N . RAIN SENSOR POLE MOUNT NTS WIRELESS RAIN SENSOR, LOCATE WITHIN 500' OF THE CONTROLLER. 2" SQ., 12 GUAGE GALVANIZED STEEL POST. COLOR TO BE POWDERCOAT BLACK CONCRETE BASE-FORM WITH SONOTUBE OR EQ. POST SHALL BE CENTERED WITHIN BASE. ALL CONCERET SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS OR PER SOILS REPORT. COMPACTED SUBGRADE 1 2 3 4 4 3 2 1 NOTE: 1. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 2. LOCATE DRAIN VALVE AT POINT OF CONNECTION AND AT ALL LOW POINT(S) ALONG THE IRRIGATION MAINLINE AS NEEDED. 5 6 7 8 9 10 11 12 13 MANUAL DRAIN VALVE SCALE: NTS 10" LOCKING ROUND BOX & COVER PER SCHEDULE. TOP OF BOX TO BE FLUSH WITH FINISH GRADE. 2" VALVE MARKER 2" CL160 PVC ACCESS SLEEVE LENGTH AS REQUIRED. 3" DEPTH 3/4" CRUSHED GRAVEL 6" BEYOND EDGE OF BOX PVC PRESSURE MAIN LINE SCH. 80 TEE PER MAINLINE SIZE. ALIGN IN A DOWNWARD POSITION SCH. 80 PVC NIPPLE FINISH GRADE 1" BRONZE STOP VALVE WITH SLOTTED KEY OPERATOR SCH. 80 PVC ELL SCH. 80 PVC NIPPLE 3/4" GRAVEL SUMP - 1 CU. FT. MIN SOIL BLANKET ENCLOSING SUMP AMOCO ENG. FABRIC 4545 - 4.5 OZ. OR EQUAL 1 2 3 4 5 6 7 8 9 10 11 12 13 PVC MAINLINE SCH. 80 PVC MALE ADAPTER SCH. 80 PVC BALL VALVE FINISH GRADE LOCKING VALVE BOX SCH. 80 PVC NIPPLE (THREADED) MASTER VALVE WATERPROOF ELECTRICAL CONNECTIONS DECODER WIRES TO CONTROLLER BRICK SUPPORTS 2 MIN. 3/4" GRAVEL SUMP - 8" DEPTH COMPACTED SUBGRADE SCH. 80 PVC UNION (THREADED) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3" MIN. 4 MASTER VALVE SCALE: NTS 1 2 3 5 6 7 9 10 1 11 12 13 6 NOTE: 1. INSTALL MASTER VALVE PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND GROUNDING. 8 14 2 MINIMUM UPSTREAM DISTANCE 10x FLOW METER SIZE OF CLEAN STRAIGHT PIPE MINIMUM DOWNSTREAM DISTANCE 5x FLOW METER SIZE OF CLEAN STRAIGHT PIPE FLOW WIRES TO CONTROLLER LOCKING VALVE BOX WATERPROOF ELECTRICAL CONNECTIONS SENSOR DECODER FLOW SENSOR PER SCHEDULE DOWNSIZED MAINLINE FINISH GRADE SCH. 80 PVC ECCENTRIC COUPLING (S x S) - SIZE & QTY TO BE DETERMINED IN FIELD SCH. 80 PVC NIPPLE (MPT x S) SCH. 80 PVC UNION (THREADED) PVC MAINLINE SCH. 80 PVC MALE ADAPTER TO EARTH GROUND, INSTALLED PER ASIC GUIDELINES 3/4" GRAVEL SUMP 8" DEPTH BRICK SUPPORTS 2 MIN. COMPACTED SUB-GRADE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16FLOW SENSOR DECODER SCALE: NTS NOTE: 1. INSTALL FLOW SENSOR AND SENSOR DECODER PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND GROUNDING. 1 3 5 6 7 8 10 14 15 16 9 1111109842 13 12 LOCKING ROUND BOX & COVER PER SCHEDULE. TOP OF BOX TO BE FLUSH WITH FINISH GRADE FINISH GRADE 8" SCH 40 PVC ACCESS SLEEVE LENGTH AS REQUIRED. GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC PER SCHEDULE 3/4" GRAVEL SUMP FILL IN AND AROUND BOX AS REQUIRED. 3" DEPTH 3/4: GRAVEL EXTEND 6" BEYOND EDGE OF BOX PVC MAINLINE COMPACTED SUBGRADE 1 2 3 4 5 6 7 8 NOTE: 1. COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE. 2. DO NOT REST VALVE BOX OR ACCESS SLEEVES ON MAINLINE OR LATERAL LINE. 3. PROVIDE GATE VALVE KEY - LENGTH AS REQUIRED. CL GATE VALVE 2" AND SMALLER SCALE: NTS 4" M I N . 2" MI N . SE E T R E N C H I N G D E T A I L FO R P I P E D E P T H 4 3 2 1 6 7 5 8 FINISH GRADE 10" ROUND BOX & COVER PER SCHEDULE. TOP OF BOX TO FLUSH WITH FINISH GRADE QUICK COUPLING VALVE W/ LOCKING COVER PER SCHEDULE SCH. 80 PVC RISER (T x T) 3" DEPTH 3/4" GRAVEL BASE EXTEND 6" BEYOND EDGE OF BOX PVC SWING JOINT PVC MAINLINE 24" LONG #4 REBAR TO HOLD QUICK COUPLER IN PLACE W/ (2) STAINLESS STEEL CLAMPS 1 2 3 4 5 6 7 8 QUICK COUPLER SCALE: NTS NOTES: 1. EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX. 2. PROVIDE (1) QUICK COUPLER KEY FOR EACH QUICK COUPLER VALVE. 3. QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER. COLOR PER LEGEND. 4. COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUB-GRADE. 5. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 1 2 3 4 5 6 7 8 1 4 7 2 5 8 3 6 9 PAVING WRAP 12 GAUGE GALVANIZED WIRE AROUND EACH END OF SLEEVE (10 WRAPS MIN.) AND EXTEND TO SURFACE AS A LOCATING DEVICE FINISH GRADE / TOP OF DG COMPACT SOIL AROUND SLEEVE TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL WASHED AND GRADED MORTAR SAND BACKFILL IN ROCKY SOIL CONDITIONS PVC SLEEVE PER SCHEDULE, TWICE DIAMETER OF THE SUM OF THE PIPES/ WIRES EXTEND SLEEVES 6" BEYOND EDGES OF PAVING 1 2 3 4 5 6 7 NOTE: 1. ALL SLEEVES SHALL BE INSPECTED PRIOR TO BACKFILLING. 2. CAP SLEEVES UNTIL USE. 3. MULTIPLE SLEEVES REQUIRE 4" HORIZONTAL SEPARATION WITHIN SAME SLEEVE TRENCH. 4. IRRIGATION PIPE AND WIRE SHALL NOT SHARE THE SAME SLEEVE. 5. MARK / STAMP - 'X' AND/OR INSTALL PLACARD AT BACK OF CURB. 6" MIN. 18" MIN. DEPTH 24" MIN. DEPTH FOR MAINLINE 1 2 3 4 5 6 7 PIPE SLEEVE SCALE: NTS SNAKE PVC OR POLYETHYLENE PIPE IN TRENCH EXCAVATED COVER MATERIAL (SEE NOTES) FINISH GRADE/TOP OF MULCH POLYETHYLENE DRIP LATERAL (INSTALL JUST BELOW ROUGH GRADE TO PROVIDE UV COVER PRIOR TO MULCH LAYER) MAINLINE MARKING TAPE (PURPLE MARKING TAPE IF RECLAIMED) IRRIGATION SPRAY LATERAL PIPE 12" DEPTH FOR SPRAY LATERALS 18" FOR ROTOR LATERALS IRRIGATION MAINLINE PIPE VALVE WIRING. BUNDLE AND TAPE PER IRRIGATION NOTES BEDDING MATERIAL (SEE NOTES) 1 2 3 4 5 6 7 8 9 NOTE: 1. ALL MAINLINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER' SPECIFICATIONS. 2. ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN IN PLAN VIEW ABOVE. 3. PROVIDE HORIZONTAL OFFSET FOR PIPING IN SHARED TRENCHES. 4. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES. 5. ALL ELECTRICAL WIRE CONNECTIONS TO VALVES AND SPLICES TO BE INSTALLED WITHIN A VALVE BOX AND MADE WITH DBY WATERPROOF CONNECTORS, OR APPROVED EQUAL. 6. BUNDLE AND TAPE CONTROLLER WIRING PER NOTES AND INSTALL WITHIN MAINLINE TRENCH WHEREVER POSSIBLE. 7. CONTROLLER WIRE TO BE BURIED AT 18" MIN DEPTH IF NOT LOCATED WITH MAINLINE. 8. MANILINE BEDDING MATERIAL SHALL BE 1/4” MINUS SAND, AND SHALL BE 3” BELOW PIPE OR WIRE AND 3” ABOVE MAINLINE. 9. BEDDING IS NOT REQUIRED IN POLYETHYLENE TUBING TRENCHES OR SHARED TRENCHES. 10. EXCAVATED COVER MATERIAL SHALL BE FREE FROM DEBRIS AND ROCKS 1/2” OR GREATER. SECTION PIPE TRENCH SCALE: NTS 1 9 3 8 7 6 4 2 5 24"12"/18" 10" PLAN 10' 4" 6" 8 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION DETAILS LI-500 PERMIT & BID SET PVC MAINLINE BRICK SUPPORT (4 MIN.) CONTROL WIRE COMMON WIRE TO NEXT VALVE(S) PVC LATERAL W/ MALE ADAPTER SCH. 80 PVC UNION (THREADED) WATERPROOF CONNECTORS TWO-WIRE DECODER CONTROL VALVE (4) SCH. 80 PVC NIPPLE/ RISER (LENGTH & SIZE VARY) SCH. 80 PVC BALL VALVE LOCKING VALVE BOX FINISH GRADE PVC ELBOW (TxT) 3/4" GRAVEL SUMP - 4" DEPTH PVC TEE (SxSxT) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3" FLOW CONTROL VALVE WITH DECODER SCALE: NTS NOTE: 1. BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH WATERPROOF SPLICING MATERIAL. 2. 30" MINIMUM LENGTH OF CONTROL WIRE, COILED AND PLACED IN BOX AT WATERPROOF CONNECTION TO SOLENOID. 3. INSTALL DECODER PER MANUFACTURE'S SPECIFICATIONS FOR WIRING AND GROUNDING. 12 13 14 15 3 7 1 6 5 2 4 9 10 11 16 10 3 8 FLOW WATERPROOF CONNECTORS 30" COIL OF WIRE MINIMUM PLACED IN BOX (2) SCH. 80 PVC UNION (THREADED) PVC COUPLING (FPTxFPT) PVC LATERAL BRICK SUPPORT (4 MIN) 4" DEPTH GRAVEL SUMP VALVE BOX PER IRRIGATION SCHEDULE, FLUSH TOP OF BOX W/ GRADE CONTROL VALVE SCH. 80 PVC BALL VALVE CONTROL AND COMMON WIRES FROM CONTROLLER SCH. 80 TEE (SxSxT) PVC MAINLINE 1 2 3 4 5 6 7 8 9 10 11 12 13 DRIP CONTROL ZONE KIT WITH DECODER SCALE: NTS NOTES: 1. BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS w/ WATERPROOF SPLICING MATERIAL. 2. 30" MINIMUM LENGTH OF CONTROL WIRE COILED AND PLACED IN BOX AT WATER PROOF CONNECTION TO SOLENOID. 3. INSTALL DECODERS PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND GROUNDING. Drip valve to poly connection Refer to schedule for type of connection required. POLY PVC TO POLY FITTING Drip valve to pvc connection Refer to schedule for type of connection required. 3" 1 2 3 4 5 9 10 11 12 13 6 8 7 1 4 7 2 5 3 6 1/4" DISTRIBUTION TUBING. RUN TUBING UNDER WEED BARRIER FABRIC TO PLANT. LENGTH NOT TO EXCEED 8' UNIVERSAL 1/4" STAKE DIFFUSER CAP TOP OF MULCH PRESSURE COMPENSATING EMITTER PER EMITTER SCHEDULE. INSTALL EMITTER AT 45° TO 60° ANGLE 3/4" POLYETHYLENE TUBING SET WITH TOP OF TUBING FLUSH WITH FINISH GRADE OF SOIL FINISH GRADE OF SOIL WEED BARRIER FABRIC 1 2 3 4 5 6 7 8 SINGLE OUTLET EMITTER SCALE: NTS 1 2 3 4 7 5 6 8 SINGLE OUTLET EMITTER PLACEMENT SCALE: NTS DIFFUSER CAP W/ DRIP STAKE PLANT CENTER PLANT ROOTBALL SINGLE OUTLET EMITTER 3/4" POLYETHYLENE DRIP TUBING 1/4" DISTRIBUTION TUBING (LENGTH NOT TO EXCEED 8') 1 2 3 4 5 6 NOTE: 1. EMITTERS SHALL BE EQUALLY SPACED AROUND ROOTBALL. 2. FLUSH ALL LINES THOROUGHLY PRIOR TO EMITTER INSTALLATION. 2. IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL EMITTERS ON THE UPHILL SIDE OF PLANT. 3. EMITTERS SHALL BE SELF-FLUSHING PRESSURE COMPENSATING-TYPE UNLESS NOTED OTHERWISE. 4. DRIP VALVE ZONES (HYDROZONES) ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS AND SUN EXPOSURE. 5. CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN. 1 2 3 4 5 6 1 3 6 56 EMISSION POINT. DIFFUSER CAP W/ DRIP STAKE (TYP.) PLANT ROOT BALL (TYP.) PLANT CENTER (TYP.) SECOND EMISSION POINTS SEE NOTE 3 BELOW TREE TRUNK MULCH LAYER 1/4" DISTRIBUTION TUBING (LENGTH NOT TO EXCEED 8') 3/4" POLYETHYLENE DRIP TUBING SINGLE OUTLET EMITTER ROOTBALL 1 2 3 4 5 6 7 8 9 10 TREE EMITTER PLACEMENT SCALE: NTS 60°60° 60° 6 0 ° 60 ° NOTE: 1. MAXIMUM LENGTH OF ONE DISTRIBUTION TUBE SHALL BE 8'. 2. ALL EMISSION POINTS SHALL BE LOCATED ON UPHILL SIDE OF PLANT MATERIAL. ONE EMISSION POINT SHALL BE DIRECTLY TO PLANT BALL AS INDICATED. ADDITIONAL EMISSION POINTS SHALL BE WITHIN PLANT PIT PERIMETER AS DIRECTED IN THE EMITTER SCHEDULE. 3. SECOND EMISSION POINTS (IF NEEDED) AS PER THE EMITTER SCHEDULE FOR TREES WITH 3" CALIPER OR GREATER OR CONIFEROUS TREES 10' OR GREATER IN HEIGHT. 4. THIS IS A WATERING GUIDE ONLY. SITE, SOIL AND PLANT CONDITIONS VARY GREATLY. CONTRACTOR MUST OBSERVE THE PLANT MATERIAL AND MAKE ADJUSTMENTS AS NECESSARY FOR PROPER PLANT WATER REQUIREMENT. 1 2 3 4 5 1 6 7 8 9 10 6" MIN. 12" MAX. 8 7 10 FINISH GRADE POP-UP SPRAY HEAD PER SCHEDULE PVC LATERAL PIPE SWING JOINT ASSEMBLY PVC SCH. 40 TEE OR ELL, (S x T) TREE ROOT BALL FULL CIRCLE BUBBLER (MODEL PER LEGEND) 1 2 3 4 5 6 7 NOTE: 1. AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE. 2. SPRINKLERS SHALL BE MIN. 6" FROM ANY WALLS, WALKS, COURTS, AND 24" FROM ROOT BALL. 3. ADJUST ALL SPRINKLERS BODIES SO THAT NO FLODDING OCCURS ON ANY WALLS, WALKS, COURTS, ETC. 4. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 5. COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUB-GRADE. 6 POP-UP BUBBLER SCALE: NTS 18" MIN. 24" MAX. 5 1 2 3 4 7 NOTE: 1. COMPACT SOIL AROUND VALVE BOX TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE. 2. INSTALL OPERATIONAL INDICATOR WITHIN 24" OF FLUSH VALVE. 3. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 1 7 2 8 3 4 5 6 12" MIN. POP-UP HEAD WITH ENCLOSED NOZZLE AND SWING PIPE. (ZONE OPERATIONAL INDICATOR) LOCKING ROUND BOX & COVER PER SCHEDULE. TOP OF BOX TO BE FLUSH WITH FINISH GRADE 3/4" SCH. 40 PVC BALL VALVE FINISH GRADE 3/4" MxI MALE ADAPTER W/ CLAMPS 3/4" POLYETHYLENE DRIP TUBING - 24" COIL IN BOX FOR MAINTENANCE BRICK (2 REQUIRED MIN.) 3/4" GRAVEL SUMP, 4" DEPTH 1/2" SCH. 80 NIPPLE (LENGTH AS NEEDED) 3/4"x3/4"x1/2" IxIxF INSERT TEE POLY LATERAL 1 2 3 4 5 6 7 8 9 10 11 DRIP FLUSH VALVE WITH OPERATIONAL INDICATOR SCALE: NTS 9 10 11 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : AS T E R P L A C E PA R A C H U T E , C O L O R A D O RUSTY SNOW 44 COOK STREET, SUITE 510 DENVER, CO 80206 NJMT , C R 01/03/25 100% DD 02/03/25 PERMIT AND BID SET R 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 IRRIGATION DETAILS LI-501 PERMIT & BID SET 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.1C FLOOR PLAN - COMMUNITY BUILDING CLOTHES WASHER & DRYER LOCATIONS. PROVIDE EXHAUST VENTING AS REQ'D BY MANUF. DRYER: PROVIDE MIN 26 GA DUCT, SEE MECHANICAL WASHER: PROVIDE A FLOOR DRAIN (BY CODE) AND PROVIDE HOOKUPS (CSCI) 30 MIN REQUIRED FIRE RATING CEILING FAN, SEE ELECTRICAL # ALT SEE COVER SHEET FOR INFORMATION ON ALTERNATE CPT#RF FLOORING DESIGNATION, SEE FINISH NOTES LIGHTING, SEE ELECTRICAL ELECTRICAL PANEL, SEE ELECTRICAL ROOM NAME ROOM NUMBER DOOR TAG - SEE SCHEDULE ON A0.5 WINDOW TAG - SEE SCHEDULE ON A0.5 INTERIOR WALL TYPES - SEE A0.2 FOR WALL ASSEMBLY SECTION CUT GRID LINE GUARD RAIL, SEE DETAILS ON A8.4 EGRESS WINDOW, SEE WINDOW SCHEDULE, NOTED ON CODE PLANS(E) TEMPERED GLASS, SEE WINDOW SCHEDULE(T) EXTERIOR WALL - SEE A0.2 FOR WALL ASSEMBLY, SEE ELEVATIONS FOR SIDING TYPE 24" DEEP SHELF W/ CLOSET ROD, SEE SPEC. FD FLOOR DRAIN, SEE DETAIL 8/A7.1b AND MECHANICAL HATCH DESIGNATION DOWN SPOUT, SEE ROOF PLANDS HOSE BIB, SEE MECHANICALHB CONCRETE RAIN CHAIN, SEE ROOF PLANRC 1 # A#.# LANDSCAPING, SEE CIVIL AWNING BELOW, SEE DETAILS ON A8.6 AND STRUCTURAL WOOD DECKING DROPPED GWB CEILING, SEE STRUCTURAL AND MECHANICAL STANDING SEAM METAL ROOF BELOW, SEE DETAILS ON A8.3 XXX XXX LEGEND - FLOOR PLANS I-# X ROOM2 ROOM1 RM# N XXX S W E D-100 E-# INTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL REFERENCE LOCATION DETAIL DRAWING NUMBER DETAIL SHEET NUMBER GENERAL NOTES -FLOOR PLANS A.USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. B.DIMENSIONS ARE FROM FACE OF STUD AT NEW WALLS. SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY INFORMATION. C.SET DOOR ROUGH OPENINGS 6" FROM F.O.S., TYP. U.N.O. CENTER CLOSET DOOR ALONG LENGTH OF CLOSET. D.SEE OVERALL PLANS FOR ADDITIONAL DIMENSIONS. E.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING & SHEAR WALLS. F.COORDINATE ALL COLUMN LOCATIONS AND SIZES WITH STRUCTURAL DRAWINGS. G.PROVIDE 2x6 BLOCKING FOR ALL CABINETRY, GRAB BARS, TOILET ACCESSORIES, TRAVERSE RODS, ETC. BACKING TO BE INCLUDED IN ALL UNITS ON ALL FLOORS TO COMPLY WITH "ADA" ADAPTABILITY. REFER TO INTERIOR ELEVATIONS FOR FURTHER INFORMATION REGARDING TOILET & TUB/SHOWER BLOCKING, TYPICAL. H.SEE RCP, ELECTRICAL & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS & LIGHTING. I.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS. J.DASHED LINES AT DOORS, KITCHENS AND BATHROOMS INDICATE CODE REQUIRED CLEAR FLOOR SPACE FOR ACCESSIBILITY. CONTRACTOR TO COORDINATE. SEE CODE PLANS. K.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF WALL. L.SEE CODE SHEET FOR FURTHER REQUIREMENTS. M.ALL EXPOSED STRUCTURE, HVAC, CONDUIT, ECT. TO BE PAINTED, VERIFY COLOR W/ OWNER. N.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE ASSEMBLIES, TYP. O.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY ROOMS, WATER HEATER ROOMS, ETC). USE ADDITIONAL LAYERS OF GWB AS REQ'D TO NOT INTERRUPT RATINGS OF WALLS. P.SEE A5.1 & A5.2 FOR ALL ACCESSIBLE DETAILS & TYPICAL CASEWORK DIMENSIONS FOR THIS FLOOR. Q.SHELF MOUNTING HEIGHTS TO BE MAX 48" A.F.F. IN THE CODE REQUIRED ADA ACCESSIBLE UNITS AND 64" A.F.F. IN ALL OTHER UNITS. SEE ACCESSIBLE MOUNTING HEIGHTS ON A5's. R.SEE A5's FOR BATHROOM AND KITCHEN INTERIOR ELEVATIONS. S.SEE A7's FOR INTERIOR FLOOR BASE & FLOORING TRANSITION DETAILS. T.SEE A7's FOR CEILING PENETRATIONS AND DUCT/PIPING INSULATION DETAILS. U.SEE A8's FOR DOOR AND WINDOW DETAILS. V.VERIFY ALL HARDWARE WITH OWNER, PROVIDE ALLOWANCES. W.PROVIDE P.T. PLATES AT ALL WALLS ADJACENT TO CEMENTIOUS MATERIAL. X.CONTRACTOR TO VERIFY IN EACH UNIT THAT THE CABINETRY LENGTH IS COORDINATED AND VERIFIED WITH THE REFRIGERATOR REQUIRED CLEAR SPACE PER THE INSTALLATION INSTRUCTIONS. Y.VERIFY BATHTUB/SHOWER HEAD WALL LOCATIONS WITH ARCH & MECH. Z.FLOOR DRAIN REQUIRED AT ALL LAUNDRY NOOKS AND WATER HEATER CLOSETS. SEE MECH. AA.PROVIDE GARBAGE DISPOSALS @ ALL KITCHEN SINKS. AB.USE ¼” DURAROCK (OR APPROVED WATER RESISTANT CEMENT BOARD) IN ALL BATHROOMS, LAUNDRY ROOMS AND WATER HEATER ROOMS. AT RATED COMMON WALLS BEHIND TUB OR SHOWER INSERT PROVIDE 5/8" TYPE 'X' IN FULL, FIRE TAPE PRE TUB / SHOWER INSTALL. AC.CARBON MONOXIDE DETECTORS REQUIRED IN EACH UNIT, COORDINATE WITH ELECTRICAL. SEE SPECS. AD.PORTABLE FIRE EXTINGUISHERS REQUIRED IN ALL UNITS & COMMUNITY ROOM. G.C. TO VERIFY TYPE & SIZE W/ CITY AHJ & FINAL LOCATION WITH ARCHITECT. SEE A0.2's, A0.3's, A4's FOR: HORIZONTAL & VERTICAL ASSEMBLIES ROOF TYPE ASSEMBLIES X.X* = EXT. RIGID INSULATION IS ADDED ASSEMBLIES LEGEND R-# FLOOR TYPE ASSEMBLIESF-# EXTERIOR WALL TYPE ASSEMBLIESE-# INTERIOR WALL TYPE ASSEMBLIESI-# RA-# FB-# RADON ASSEMBLY FIRE BLOCKING SEE A0.0a FOR ALTERNATE NOTES. ALTERNATE NOTE SEE CODE PLANS AND SECITON FOR RATED FLOOR, CEILING AND ROOF ASSEMBLIES. CODE NOTE SEE SPECIFICATIONS FOR PRODUCT INFORMATION SPEC NOTE SEE OVERALL BUILDING PLANS FOR WINDOWS. SEE WINDOW SCHEDULE ON A0.5.X WINDOW TYPES & SCHEDULE INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. 20X30 ATTIC ACCESS, SEE DETAIL 1/A7.1c, COORDINATE W/ STRUCTURAL FREE WEIGHTSMEDICINE BALLS LATERAL FILE (BY OWNER) COPIER LOCATION (BY OWNER) CU B B I E S MOP SINK BA S E C A B I N E T SCALE :1 First Level Floor Plan 1/4" = 1'-0" Community Building QUICK ACCESS JANITORIAL CLOSET BOOK SHELF AND OPEN SHELF ABOVE 3-SIDE ELEC FIREPLACE LUXER DOOR ACCESS-CONTROLLER. OPEN SHELVING IN ROOM FOR PACKAGES BOTTLE FILLER STATION 66'-0" 56'-0" 10'-0"18'-0"24'-0"14'-0" 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 44 ' - 0 " 17 ' - 0 " 24 ' - 0 " 3' - 0 " 8' - 0 " T & G A W N I N G 1' - 6 " TY P . OH 1' - 6 " TY P . OH 9' - 0 " 2' - 0 " 1' - 0 " OC 11 ' - 0 " 66'-0" 14'-0"24'-0"28'-0" 10'-0"18'-0"8'-0"8'-0"8'-0" 44 ' - 0 " 3' - 0 " 21 ' - 0 " 10 ' - 0 " 10 ' - 0 " 9' - 0 " 2' - 0 " 11 ' - 0 " M B D D E F F K K B B M B I L ABO V E P L ABO V E L ABO V E L ABO V E O N C101 C102 C103 C104 C105 C110C106 C109C108 C107 C ABO V E 1 A4.6 4 A4.6 2 A4.6 3 A4.6 LOBBY 01 OFFICE 09 CENTER FITNESS 02 RESTROOM 05 RESTROOM 06 HALL 03 CENTER COMMUNITY 07 MECH/STORAGE 08 ROOM PACKAGE 04 I-C* I-C* I-C*I-C* I-C* I-C* I-C* I-C*I-C*I-C* E-1 E-1 E-1 E-1 E-1E-1 E-1 E-1 E-1 E-1 E-4 E-1 E-1 5' - 3 3 4" 4' - 8 1 4" G H ABO V E 3' - 1 0 1 4" 8' - 6 " 4' - 7 3 4" ℄ ℄ ℄ 5' - 2 " ℄ 5'-2"8'-10"8'-4"9'-4"6'-4"2'-3"9'-11 2"6'-71 2" ℄℄℄℄℄ 3" TYP 6"3" TYP 6' - 7 1 2" 12 ' - 4 1 2" 2' - 0 " ℄ ℄ E-1 5'-0" ℄ 5'-0" 12'-71 2"11'-11 2"4'-3" 4'-13 4"℄7'-101 4"7'-101 4"4'-13 4"℄℄ ℄℄ 3" T Y P 3" T Y P 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b KEYED NOTES 1 PROVIDE LUXER DOOR ACCESS-CONTROLLER, SEE DOOR SCHEDULE ON A0.5b 1 1 1 WORKSPACE (SEE INTERIOR ELEVATIONS) DW U.C. ICE UC REF UC REF FUTURE REF SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT SIDE WALK, SEE CIVIL DRAWINGS FOR FULL EXTENT 2 RECESSED TRASH RECEPTACLE, SEE INTERIOR ELEVATIONS AND SPECS. 2 3 SURFACE MOUNTED HAND DRYER, SEE INTERIOR ELEVATIONS AND SPECS. 3 SL O P E 1/ 8 : 1 2 M I N SE E C I V I L SL O P E 1/ 8 : 1 2 M I N SE E C I V I L 2 4 BABY CHANGING STATION, SEE INTERIOR ELEVATIONS AND SPECS. 4 5 HEAVY DUTY ADJUSTABLE METAL SHELVING, 18" DEEP AND 24" DEEP SHELVES, SEE INTERIOR ELEVATIONS AND SPECS. 1'-6" 2' - 0 " 5 1 A ABO V E 3 A8.3b UC WARMING DRAWER J ABO V E 4 A8.3b 1 A5.6 3 4 2 1 A5.6 3 42 SIM SIMSIM SIM UC MICRO A5.65 6 6 A5.6 A5.6 6 7 A5.6 1 A5.7 SEE 3D FOR INTENT 3 A5.7 SEE 3D FOR INTENT 2 & 4 A5 . 7 SE E 3 D F O R IN T E N T 8 A5 . 6 A 5 . 7 1 2 SEE 3D FOR I N T E N T 3 4 4'-8" 7' - 6 " 2'-1"6'-7" 2x 6 W A L L 9' - 1 " 10 " 7' - 8 " PULL OUT BASE 4' - 7 1 2" 4' - 1 1 1 2" 6' - 4 " 6' - 2 " 4' - 6 1 2" 2' - 6 " 3'-0"7'-0"5'-11" 8'-03 4" 3'-61 2"8'-01 2" 10 1 2" 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I MOP SINK M B D D E F F K K B B M B I L P L L L O N C101 C102 C103 C104 C105 C110C106 C109C108 C107 C 1 A4.6 4 A4.6 2 A4.6 3 A4.6 LOBBY 01 OFFICE 09 CENTER FITNESS 02 RESTROOM 05 RESTROOM 06 HALL 03 CENTER COMMUNITY 07 MECH/STORAGE 08 ROOM PACKAGE 04 G H 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b A 3 A8.3b J 4 A8.3b 1 A5.6 3 4 2 1 A5.6 3 42 A5.65 6 6 A5.6 A5.6 6 7 A5.6 1 A5.7 3 A5.7 2 & 4 A5 . 7 8 A5 . 6 A 5 . 7 1 2 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.2C FINISH FLOOR & EQUIPMENT PLAN - COMMUNITY BUILDING SCALE :1 Finish Floor & Equipment Plan 1/4" = 1'-0" Community Building 1 A4.8 4 A4.8 2 A4.8 3 A4.8 REFER TO: A5'S ACCESSIBILITY DETAILS, INTERIOR ELEVATIONS A7'S INTERIOR DETAILS 1.COORDINATE ALL FLOORING WITH PLUMBING PENETRATIONS (FLOOR DRAINS, ETC.). 2.ALL FLOORING MUST PASS CALIFORNIA 01350 TEST (FLOOR SCORE, CHPS) OR NSF / ANSI 332. ALL TRIM 1.PROVIDE THE FOLLOWING: ·MDF WALL BASE: 1/2" X 4" PAINTED ·MDF CASING LEG: 5/8" X 4" PAINTED ·MDF CASING HEADER: 3/4" X 6" PAINTED ·MDF WINDOW SILLS: 1/2" X 6" PAINTED ·MDF WINDOW APRON: 1/2" X 4" PAINTED 2.SEE INTERIOR ELEVATIONS AND INTERIOR DETAILS FOR AREAS WHERE THE FLOOR FINISH AND WALL BASE EXTEND UNDER/BEHIND REMOVABLE CABINETRY. FLOORINGS 1.SEE SPECIFICATIONS AND FLOOR PLANS FLOORING TRANSITIONS 2.SEE INTERIOR ELEVATIONS AND INTERIOR DETAILS FOR AREAS WHERE THE FLOOR FINISH AND WALL BASE EXTEND UNDER REMOVABLE CABINETRY. 3.COORDINATE FLOORING TRANSITIONS AT DOORWAYS WITH THRESHOLD TYPE. 4.BLOCK AROUND FLOOR DRAIN IN SHEET FLOORING, RECESS DRAIN AND SHEATHING AS REQ'D TO ENSURE THAT TOP OF DRAIN IS AT OR BELOW THE TOP OF FLOORING ELEVATION. 5.MAXIMUM CHANGE IN FLOOR HEIGHT IS 1/4" AT ALL MAIN FLOOR TRANSITIONS AND THRESHOLDS. WALL FINISHES 1.SEE INTERIOR ELEVATIONS AND INTERIOR DETAILS FOR AREAS WHERE THE WALL FINISHES EXTEND BEHIND REMOVABLE CABINETRY. 2. PROVIDE BACKER BOARD AT WALL TILE AND ADDITIONAL GWB AT ADJACENT WALLS TO ALIGN FINISHES. GENERAL NOTES - FINISH PLAN LEGEND - FINISH PLAN FREE WEIGHTSMEDICINE BALLS LATERAL FILE (BY OWNER) COPIER LOCATION (BY OWNER) CU B B I E S BA S E C A B I N E T QUICK ACCESS JANITORIAL CLOSET BOOK SHELF AND OPEN SHELF ABOVE 3-SIDE ELEC FIREPLACE WORKSPACE (SEE INTERIOR ELEVATIONS) DW U.C. ICE UC REF UC REF FUTURE REF 1'-6" 2' - 0 " P-1 TR-1/ P-3 ROOM #AREA NAME TRIM, WINDOWS & DOORSFLOORWALLS CEILINGBASE 6 4 7 5 9 8 RESTROOM COMMUNITY CENTER PACKAGE ROOM MECH/STORAGE B-2 B-2 P-1 P-2 P-1 MILLWORK TR-1/ P-3 CB-1/ CT-2 P-1 P-1 P-1 B-2 T&G P-1OFFICE B-2 P-2 B-2 NOTES TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 TR-1/ P-3 P-2 P-2 P-1 & P-2 P-1 1 FITNESS CENTER 3 HALL 2 LOBBY B-2 B-2 CB-1/ CT-1 P-2 TR-1/ P-3 P-1 P-1 P-1 B-2 ** SEE SPECIFICATIONS FOR FULL DESCRIPTIONS OF ALL FINISHES. VP - 1 RF-1 VP - 1 VP - 1 PORC. PORC. VP - 1 VP - 1 VP - 1 B-1: RUBBER BASE B-2: MDF VP - 1: VINYL PLANK CONC: SEALED CONC. B-2 CLOTHES WASHER & DRYER LOCATIONS. PROVIDE EXHAUST VENTING AS REQ'D BY MANUF. DRYER: PROVIDE MIN 26 GA DUCT, SEE MECHANICAL WASHER: PROVIDE A FLOOR DRAIN (BY CODE) AND PROVIDE HOOKUPS (CSCI) 30 MIN REQUIRED FIRE RATING CEILING FAN, SEE ELECTRICAL # ALT SEE COVER SHEET FOR INFORMATION ON ALTERNATE CPT#RF FLOORING DESIGNATION, SEE FINISH NOTES LIGHTING, SEE ELECTRICAL ELECTRICAL PANEL, SEE ELECTRICAL ROOM NAME ROOM NUMBER DOOR TAG - SEE SCHEDULE ON A0.5 WINDOW TAG - SEE SCHEDULE ON A0.5 INTERIOR WALL TYPES - SEE A0.2 FOR WALL ASSEMBLY SECTION CUT GRID LINE GUARD RAIL, SEE DETAILS ON A8.4 EGRESS WINDOW, SEE WINDOW SCHEDULE, NOTED ON CODE PLANS(E) TEMPERED GLASS, SEE WINDOW SCHEDULE(T) EXTERIOR WALL - SEE A0.2 FOR WALL ASSEMBLY, SEE ELEVATIONS FOR SIDING TYPE 24" DEEP SHELF W/ CLOSET ROD, SEE SPEC. FD FLOOR DRAIN, SEE MECHANICAL HATCH DESIGNATION DOWN SPOUT, SEE ROOF PLANDS HOSE BIB, SEE MECHANICALHB CONCRETE (CONC) RAIN CHAIN, SEE ROOF PLANRC 1 # A#.# LANDSCAPING, SEE CIVIL AWNING BELOW, SEE DETAILS ON A8.6 AND STRUCTURAL XXX XXX I-# X ROOM2 ROOM1 RM# N XXX S W E D-100 E-# INTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL REFERENCE LOCATION DETAIL DRAWING NUMBER DETAIL SHEET NUMBER SYMBOL DESIGNATION VINYL PLANK (VP), SEE SPECIFICATIONS. CERAMIC PLANK (CP), SEE SPECIFICATIONS. COMPOSITE DECKING (CD), SEE SPECIFICATIONS. ABBREVIATION DESIGNATION RF-1: RESILIENT FLOORING 1 PORC.: PORCELAIN TILE CB-1: CABINET SCHEME 1 CT-1: COUNTERTOP SCHEME 1 P - 1: PAINT 1 (LIGHT) P - 2: PAINT 2 (DARK) P - 3: PAINT 3 (ACCENT) NOT USED1 2 3 4 KEYED NOTES - FINISH PLAN NOT USED NOT USED NOT USED 5 NOT USED 6 NOT USED 7 NOT USED FINISH SCHEDULE INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. RESTROOM TR-1: WINDOW SILL MDF T&G: DARK STAINED TONGUE & GROOVE PRL: PEARL-LOOKING BACKSPLASH TILE CB-1/ CT-1 CB-1/ CT-1 CB-1/ CT-1 CB-1/ CT-1 SEE 1/A5.7 FOR MTN MURAL / WALL DECAL 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I LOBBY 01 OFFICE 09 CENTER FITNESS 02 RESTROOM 05 RESTROOM 06 HALL 03 CENTER COMMUNITY 07 MECH/STORAGE 08 ROOM PACKAGE 04 1 A5.6 3 4 2 1 A5.6 3 42 A5.65 6 6 A5.6 A5.6 6 7 A5.6 1 A5.7 3 A5.7 2 & 4 A5 . 7 8 A5 . 6 A 5 . 7 1 2 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.3C REFLECTED CEILING PLAN - COMMUNITY BUILDING SCALE :1 Reflected Ceiling Plan 1/4" = 1'-0" Community Building 1 A4.8 4 A4.8 2 A4.8 3 A4.8 BEAM, SEE STRUCTURAL SL O P E D C E I L I N G , SE E S E C T I O N SL O P E D C E I L I N G , SE E S E C T I O N SL O P E D C E I L I N G , SE E S E C T I O N B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F.B.O. CEILING 9'-0 1/4" A.F.F. B.O. CEILING 9'-0 1/4" A.F.F. SL O P E D C E I L I N G , SE E S E C T I O N B.O. CEILING 9'-0 1/4" A.F.F. BUILT-INS EXTEND TO CEILING 1.THE ARCHITECTURAL CEILING PLAN SHOWS THE INTENT OF THE DESIGN. G.C. IS TO COORDINATE ALL INFORMATION BETWEEN THE FOLLOWING TRADES AS APPLICABLE -ELECTRICAL -MECHANICAL -PLUMBING -FIRE SUPPRESSION -STRUCTURAL 2.USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 3.EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH EXISTING DATA, FIELD VERIFICATION AND BUILDING INFORMATION MODELING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS BEFORE CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND REQUEST CLARIFICATION BEFORE PROCEEDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 4.DIMENSIONS ARE FROM FACE OF STUD AT NEW WALLS & FACE OF FINISH ON EXISTING WALLS, SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY INFORMATION. 5.SEE RCP, ELECTRICAL & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS & LIGHTING. 6.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS. 7.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF WALL. 8.SEE CODE SHEET FOR FURTHER REQUIREMENTS. 9.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE ASSEMBLIES, TYP. 10.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY ROOMS, WATER HEATER ROOMS, ETC). USE ADDITIONAL LAYERS OF GWB AS REQ'D TO NOT INTERRUPT RATINGS OF WALLS. 11.SIZES AND SHAPES OF LIGHTS ARE FOR REFERENCE ONLY. SEE ELEC. PLANS FOR ALL INFORMATION. 12.PATCH, REPAIR REPLACE AND CLEAN CEILING AS REQUIRED FOR (N) FINISHES. ANY CEILING DISRUPTED DURING DEMOLITION SHALL BE FULLY REPAIRED/REPLACED. 13.INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS @ EACH SIDE AND END OF INDIVIDUAL SPACE U.N.O. 14.ANY ITEMS SUSPENDED FROM CEILING SHALL NOT BE LONGER THAN 84" A.F.F. CEILING FAN, SEE ELECTRICAL PLANS.1 2 3 4 GWB CEILING, SEE ELEC & ASSEMBLIES. TAPE, TEXTURE, PAINT. LIGHTING, SEE ELECTRICAL. CEILING FAN, SEE ELECTRICAL. GENERAL NOTES - REFLECTED CEILING PLAN KEYED NOTES - REFLECTED CEILING PLAN LEGEND - REFLECTED CEILING PLAN NOT USED NOT USED NOT USED 5 NOT USED 6 NOT USED 7 NOT USED T&G WOOD CEILING, SEE ELEC & ASSEMBLIES. STAIN/SEAL. SOFFIT, SEE ASSEMBLIES & A8.3 DETAILS. TRELLIS, SEE SECTIONS & A8.3 DETAILS. INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. 20X30 ATTIC ACCESS, SEE DETAIL 1/A7.1c, COORDINATE W/ STRUCTURAL1 1 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A2.4C ROOF PLAN - COMMUNITY BUILDING SCALE :1 Roof Plan 1/4" = 1'-0" Community Building 1 A B C D E F G H I 2 3 4 5 1 2 3 4 5 A B C D E F G H I CLOTHES WASHER & DRYER LOCATIONS. PROVIDE EXHAUST VENTING AS REQ'D BY MANUF. DRYER: PROVIDE MIN 26 GA DUCT, SEE MECHANICAL WASHER: PROVIDE A FLOOR DRAIN (BY CODE) AND PROVIDE HOOKUPS (CSCI) 30 MIN REQUIRED FIRE RATING CEILING FAN, SEE ELECTRICAL # ALT SEE COVER SHEET FOR INFORMATION ON ALTERNATE CPT#RF FLOORING DESIGNATION, SEE FINISH NOTES LIGHTING, SEE ELECTRICAL ELECTRICAL PANEL, SEE ELECTRICAL ROOM NAME ROOM NUMBER DOOR TAG - SEE SCHEDULE ON A0.5 WINDOW TAG - SEE SCHEDULE ON A0.5 INTERIOR WALL TYPES - SEE A0.2 FOR WALL ASSEMBLY SECTION CUT GRID LINE GUARD RAIL, SEE DETAILS ON A8.4 EGRESS WINDOW, SEE WINDOW SCHEDULE, NOTED ON CODE PLANS(E) TEMPERED GLASS, SEE WINDOW SCHEDULE(T) EXTERIOR WALL - SEE A0.2 FOR WALL ASSEMBLY, SEE ELEVATIONS FOR SIDING TYPE 24" DEEP SHELF W/ CLOSET ROD, SEE SPEC. FD FLOOR DRAIN, SEE DETAIL 8/A7.1b AND MECHANICAL HATCH DESIGNATION DOWN SPOUT, SEE ROOF PLANDS HOSE BIB, SEE MECHANICALHB CONCRETE RAIN CHAIN, SEE ROOF PLANRC 1 # A#.# LANDSCAPING, SEE CIVIL AWNING BELOW, SEE DETAILS ON A8.6 AND STRUCTURAL WOOD DECKING DROPPED GWB CEILING, SEE STRUCTURAL AND MECHANICAL STANDING SEAM METAL ROOF BELOW, SEE DETAILS ON A8.3 XXX XXX LEGEND - FLOOR PLANS I-# X ROOM2 ROOM1 RM# N XXX S W E D-100 E-# INTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL REFERENCE LOCATION DETAIL DRAWING NUMBER DETAIL SHEET NUMBER GENERAL NOTES -FLOOR PLANS A.USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT ENCOMPASS FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. B.DIMENSIONS ARE FROM FACE OF STUD AT NEW WALLS. SEE WALL TYPES FOR ADDITIONAL WALL ASSEMBLY INFORMATION. C.SET DOOR ROUGH OPENINGS 6" FROM F.O.S., TYP. U.N.O. CENTER CLOSET DOOR ALONG LENGTH OF CLOSET. D.SEE OVERALL PLANS FOR ADDITIONAL DIMENSIONS. E.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING & SHEAR WALLS. F.COORDINATE ALL COLUMN LOCATIONS AND SIZES WITH STRUCTURAL DRAWINGS. G.PROVIDE 2x6 BLOCKING FOR ALL CABINETRY, GRAB BARS, TOILET ACCESSORIES, TRAVERSE RODS, ETC. BACKING TO BE INCLUDED IN ALL UNITS ON ALL FLOORS TO COMPLY WITH "ADA" ADAPTABILITY. REFER TO INTERIOR ELEVATIONS FOR FURTHER INFORMATION REGARDING TOILET & TUB/SHOWER BLOCKING, TYPICAL. H.SEE RCP, ELECTRICAL & MECHANICAL PLANS FOR ALL SOFFIT LOCATIONS & DUCT RUNS & LIGHTING. I.COORDINATE LIGHTING LAYOUT, SEE RCP AND ELECTRICAL DRAWINGS. J.DASHED LINES AT DOORS, KITCHENS AND BATHROOMS INDICATE CODE REQUIRED CLEAR FLOOR SPACE FOR ACCESSIBILITY. CONTRACTOR TO COORDINATE. SEE CODE PLANS. K.WHERE RATED ASSEMBLIES ABUT OTHER ASSEMBLIES, CONTRACTOR TO PROVIDE ADDITIONAL LAYERS OF SHEATHING, SOUND CHANNEL, GWB, ETC. TO PROVIDE A SMOOTH, UNIFORM FINISHED SURFACE FOR ENTIRE LENGTH OF WALL. L.SEE CODE SHEET FOR FURTHER REQUIREMENTS. M.ALL EXPOSED STRUCTURE, HVAC, CONDUIT, ECT. TO BE PAINTED, VERIFY COLOR W/ OWNER. N.GWB TO TRIM & FINISH AROUND BEAMS & JOISTS THAT PENETRATE ASSEMBLIES, TYP. O.USE WATER RESISTANT GWB IN ALL WET ROOMS. (EI. BATHROOMS, LAUNDRY ROOMS, WATER HEATER ROOMS, ETC). USE ADDITIONAL LAYERS OF GWB AS REQ'D TO NOT INTERRUPT RATINGS OF WALLS. P.SEE A5.1 & A5.2 FOR ALL ACCESSIBLE DETAILS & TYPICAL CASEWORK DIMENSIONS FOR THIS FLOOR. Q.SHELF MOUNTING HEIGHTS TO BE MAX 48" A.F.F. IN THE CODE REQUIRED ADA ACCESSIBLE UNITS AND 64" A.F.F. IN ALL OTHER UNITS. SEE ACCESSIBLE MOUNTING HEIGHTS ON A5's. R.SEE A5's FOR BATHROOM AND KITCHEN INTERIOR ELEVATIONS. S.SEE A7's FOR INTERIOR FLOOR BASE & FLOORING TRANSITION DETAILS. T.SEE A7's FOR CEILING PENETRATIONS AND DUCT/PIPING INSULATION DETAILS. U.SEE A8's FOR DOOR AND WINDOW DETAILS. V.VERIFY ALL HARDWARE WITH OWNER, PROVIDE ALLOWANCES. W.PROVIDE P.T. PLATES AT ALL WALLS ADJACENT TO CEMENTIOUS MATERIAL. X.CONTRACTOR TO VERIFY IN EACH UNIT THAT THE CABINETRY LENGTH IS COORDINATED AND VERIFIED WITH THE REFRIGERATOR REQUIRED CLEAR SPACE PER THE INSTALLATION INSTRUCTIONS. Y.VERIFY BATHTUB/SHOWER HEAD WALL LOCATIONS WITH ARCH & MECH. Z.FLOOR DRAIN REQUIRED AT ALL LAUNDRY NOOKS AND WATER HEATER CLOSETS. SEE MECH. AA.PROVIDE GARBAGE DISPOSALS @ ALL KITCHEN SINKS. AB.USE ¼” DURAROCK (OR APPROVED WATER RESISTANT CEMENT BOARD) IN ALL BATHROOMS, LAUNDRY ROOMS AND WATER HEATER ROOMS. AT RATED COMMON WALLS BEHIND TUB OR SHOWER INSERT PROVIDE 5/8" TYPE 'X' IN FULL, FIRE TAPE PRE TUB / SHOWER INSTALL. AC.CARBON MONOXIDE DETECTORS REQUIRED IN EACH UNIT, COORDINATE WITH ELECTRICAL. SEE SPECS. AD.PORTABLE FIRE EXTINGUISHERS REQUIRED IN ALL UNITS & COMMUNITY ROOM. G.C. TO VERIFY TYPE & SIZE W/ CITY AHJ & FINAL LOCATION WITH ARCHITECT. SEE A0.2's, A0.3's, A4's FOR: HORIZONTAL & VERTICAL ASSEMBLIES ROOF TYPE ASSEMBLIES X.X* = EXT. RIGID INSULATION IS ADDED ASSEMBLIES LEGEND R-# FLOOR TYPE ASSEMBLIESF-# EXTERIOR WALL TYPE ASSEMBLIESE-# INTERIOR WALL TYPE ASSEMBLIESI-# RA-# FB-# RADON ASSEMBLY FIRE BLOCKING SEE A0.0a FOR ALTERNATE NOTES. ALTERNATE NOTE SEE CODE PLANS AND SECITON FOR RATED FLOOR, CEILING AND ROOF ASSEMBLIES. CODE NOTE SEE SPECIFICATIONS FOR PRODUCT INFORMATION SPEC NOTE SEE OVERALL BUILDING PLANS FOR WINDOWS. SEE WINDOW SCHEDULE ON A0.5.X WINDOW TYPES & SCHEDULE INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. 20X30 ATTIC ACCESS, SEE DETAIL 1/A7.1c, COORDINATE W/ STRUCTURAL 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 8' - 0 " T & G A W N I N G 1' - 6 " TY P . OH 1' - 6 " TY P . OH 1' - 0 " OC 1 A4.6 4 A4.6 2 A4.6 3 A4.6 3: 1 2 DS DS DS DS DS DSDS DS 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 1 SIM A0.3b 1 SIM A0.3b 1 A0.3b KEYED NOTES - ROOF PLAN NOT USED1 NOT USED2 GUTTERS REQUIRED @ ALL DOWNSLOPING ROOF EDGES. SEE 3/A8.3a 3 ATTIC ACCESS LOCATION - LOCKABLE WHEN LOCATED WITH-IN UNIT, SEE DETAIL 1/A7.1c 4 30 YEAR ASPHALT SHINGLES, INSTALL PER MANUFACTURER REQUIREMENTS, TYP. SEE ASSEMBLIES ON A0.2 5 ROOF TO WALL FLASHING REQ'D PER MANUFACTURER, SEE DETAIL 8/A8.3a. 6 SHINGLE OVER RIDGE VENT. SEE 4/A8.3a. 7 NOT USED 8 COVER 3:12 ROOFS WITH ICE & WATER SHIELD IN ITS ENTIRETY 9 HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. 10 EXHAUST FAN FOR MECHANICALLY VENTED ATTIC, SEE MECHANICAL & ELECTRICAL DRAWINGS11 12 13 PLUMBING VENTS, SEE MECH AND PLUMBING DWGS. COORDINATE WITH STRUCTURAL IN FIELD. SEE 6/A8.3a FOR ROOF PENETRATION TYP. DETAIL DRAFTSTOPPING, SEE CODE PLANS 14 NOT USED 4 TYP 4 TYP 4 TYP 4 TYP 4 TYP 6 TYP 6 TYP 6 TYP 7 TYP 7 TYP 7 TYP 8 TYP RIDGE VENT 8 TYP RIDGE VENT 8 TYP RIDGE VENT 8 TYP RIDGE VENT 10 TYP 10 TYP 10 TYP 10 TYP 10 TYP 12 TYP 3 A8.3b 4 A8.3b 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A3.1C EXTERIOR ELEVATIONS - COMMUNITY BUILDING SCALE :1 Exterior Elevation - Community Building 1/4" = 1'-0" SCALE :2 Exterior Elevation - Community Building 1/4" = 1'-0" SCALE :3 Exterior Elevation - Community Building 1/4" = 1'-0" SCALE :4 Exterior Elevation - Community Building 1/4" = 1'-0" 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T 19 ' - 8 " O V E R A L L B U I L D I N G H E I G H T LAP3 LAP3 LAP3 LAP3 LAP3 LAP3 B&B1 B&B1 B&B1 B&B1 B&B1 B&B1 B&B1 RF-1 RF-1 RF-1 RF-1 RF-1 FSA TYP SFT TYP DR TYP WDW TYP 1 2 3 4 5 A B C D E F G H I 1 A4.8 4 A4.8 2 A4.8 3 A4.8 123451 A4.8 4 A4.8 2 A4.8 3 A4.8 ABCDEFGHI FSA TYP SFT TYP WDW TYP FSA TYP SFT TYP DR TYP WDW TYP FSA TYP SFT TYP WDW TYP 4 1 1 1 2 2 2 TYP 4 TYP 4 TYP 4 TYP MBDBC101C102 C C103 DEG H F F B L I J C104B L K L K L M A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1c 1&2 A8.1c 1&2 A8.1c 1&2 A P A8.2 6 SIM A8.2 6 SIM A8.2 6 SIM A8.2 6 SIM A8.2 6 SIM A8.2 6 A8.2 6 A8.2 6 A8.2 6 A8.2 6 A8.2 9 A8.2 9 A8.2 9 A8.2 9 A8.2 9 A8.1c 1&2 A8.1b 4 TYP A8.1b 5 TYP A8.1b 5 SIM A8.1b 7 TYP A8.1b 7 TYP FASCIA - METAL: -INSTALL PER STRICT CONFORMANCE W/ MANUF. REQS. -COLOR: TBD FROM MANUFACTURERS FULL COLOR RANGE. SOFFIT - VENTED METAL: -INSTALL WITH GALVANIZED SCREWS EVENLY SPACED -COLOR: TBD FROM MANUFACTURERS FULL COLOR RANGE. WINDOW FRAME: -MANUFACTURER - SEE WINDOW SCHEDULE A0.5b -COLOR: WHITE - TO BE CHOSEN BY ARCHITECT FROM MANUFACTURERS FULL COLOR RANGE. DOOR FRAME: -MANUFACTURER - SEE DOOR SCHEDULE A0.5a -COLOR: TBD - MANUFACTURERS FULL COLOR RANGE. -NOT USED ON COMMUNITY BUILDING MATERIAL LEGEND FIBER CEMENT BOARD & BATTEN SIDING 1'-0" O.C.: -INSTALL IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. -PAINT: SEE ELEVATIONS & PAINT/STAIN SCHEDULE LAP1 B&B1 FSA SFT WDW DR LAP2 30 YEAR ASPHALT SHINGLES: -INSTALL IN STRICT CONFORMANCE WITH MFR'S INSTALLATION INSTRUCTIONS -COLOR: TBD FROM MANUFACTURERS FULL COLOR RANGE. RF-1 -NOT USED ON COMMUNITY BUILDINGRAIL1-NOT USED ON COMMUNITY BUILDING LAP3 FIBER CEMENT LAP SIDING - 6" TO WEATHER (7 1/4" BOARDS): -INSTALL IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. -COLOR: SEE ELEVATIONS & PAINT/STAIN SCHEDULE -NOT USED ON COMMUNITY BUILDINGB&B2 -NOT USED ON COMMUNITY BUILDINGMTL THE USE OF 3D IMAGERY PRODUCED BY ENCOMPASS THROUGHOUT THIS PROJECT IS STRICTLY PROHIBITED TO GRAPHIC INTENT. ALL PRINTED IMAGERY IS CAREFULLY REPRODUCED TO BE AS CLOSE TO THE ACTUAL MATERIAL AS POSSIBLE AND COLORS MAY VARY DUE TO PRINTING LIMITATIONS. 3D DISCLAIMER = *G.C. TO VERIFY ALL PAINT/STAIN LOCATIONS WITH OWNER & ARCHITECT TO BE SELECTED BY OWNER. LOCATIONS - FIBER CEMENT SIDING, TRIM, AND ALL VENTS WITHIN SIDING PAINT & STAIN SCHEDULE PAINT SCHEME 1 P-1 = TO BE SELECTED BY OWNER. LOCATIONS - FIBER CEMENT SIDING, TRIM, AND ALL VENTS WITHIN SIDING P-2 = TO BE SELECTED BY OWNER. LOCATIONS - FIBER CEMENT SIDING, TRIM, AND ALL VENTS WITHIN SIDING P-3 =TO BE SELECTED BY OWNER. LOCATIONS - WOOD @ UNIT DECKSSTN-1 GENERAL NOTES - EXTERIOR ELEVATIONS A.ALL EXPOSED EXTERIOR WOOD IS TO BE STAINED. VERIFY COLOR OF STAIN W/ ARCHITECT. B.ALL SIDING COLOR TRANSITIONS TO OCCUR AT INTERIOR CORNERS. PROVIDE COLORED SHOP DRAWING ELEVATIONS - WHETHER PAINT OR PREFINISHED - TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIALS. C.PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT, U.N.O. VERIFY COLOR WITH ARCHITECT. SEE ROOF PLANS. D.ALL PLUMBING & MECH VENTS TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. E.ALL WINDOWS LATCHES / LOCKS ARE REQUIRED TO BE WITHIN ADA REACH RANGE OF 48” AND IF NOT MANUFACTURER NEEDS TO PROVIDE REACH RANGE LOCK COVER AS ATTACHED OR SIMILAR WITH OTHER MANUFACTURERS. SUBMITTAL REQUIRED FOR APPROVAL. G.C. TO VERIFY HEIGHTS. KEYED NOTES - EXTERIOR ELEVATIONS 1.PERGOLA, SEE DETAIL 3/A8.3b AND STRUCTURAL DRAWINGS FOR ATTACHMENT. 2.METAL AND WOOD ROOF EXTENSION, SEE DETAIL 4/A8.3b AND STRUCTURAL DRAWINGS FOR ATTACHMENT. 3.NOT USED 4.WINDOW / DOOR TRIM. SEE DETAILS ON A8.1. 5.NOT USED X SEE A0.0a FOR ALTERNATE NOTES. ALTERNATE NOTE SEE OVERALL BUILDING PLANS FOR WINDOWS AND DOORS. SEE WINDOW SCHEDULE AND DOOR SCHEDULE ON A0.5. SEE ENLARGED PLANS FOR UNIT DOORS. X WINDOW & DOOR TYPES & SCHEDULE SEE A8.2 FOR SIDING DETAILS SIDING DETAILS SEE A8.1 FOR WINDOW & DOOR DETAILS WINDOW & DOOR DETAILS ALL ROOF, WALL, AND FLOOR VENTILATION PENETRATIONS ARE NOT SHOWN FOR CLARITY PURPOSES. VENTILATION PENETRATIONS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A3.2C EXTERIOR 3D IMAGES - COMMUNITY BUILDING SCALE :1 Exterior 3D Image N.T.S.Community Building SCALE :2 Exterior 3D Image N.T.S.Community Building SCALE :4 Exterior 3D Image N.T.S.Community BuildingSCALE :3 Exterior 3D Image N.T.S.Community Building THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLYTHIS IMAGE IS FOR REFERENCE ONLY THE USE OF 3D IMAGERY PRODUCED BY ENCOMPASS THROUGHOUT THIS PROJECT IS STRICTLY PROHIBITED TO GRAPHIC INTENT. ALL PRINTED IMAGERY IS CAREFULLY REPRODUCED TO BE AS CLOSE TO THE ACTUAL MATERIAL AS POSSIBLE AND COLORS MAY VARY DUE TO PRINTING LIMITATIONS. 3D DISCLAIMER 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A3.3C EXTERIOR 3D IMAGES - ENTIRE SITE SCALE :1 Exterior 3D Image N.T.S.Entire Site THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLYTHIS IMAGE IS FOR REFERENCE ONLY SCALE :2 Exterior 3D Image N.T.S. SCALE :4 Exterior 3D Image N.T.S.SCALE :3 Exterior 3D Image N.T.S. Entire Site Entire Site Entire Site THE USE OF 3D IMAGERY PRODUCED BY ENCOMPASS THROUGHOUT THIS PROJECT IS STRICTLY PROHIBITED TO GRAPHIC INTENT. ALL PRINTED IMAGERY IS CAREFULLY REPRODUCED TO BE AS CLOSE TO THE ACTUAL MATERIAL AS POSSIBLE AND COLORS MAY VARY DUE TO PRINTING LIMITATIONS. 3D DISCLAIMER 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A4.6 BUILDING SECTIONS - COMMUNITY BUILDING SCALE :1 Building Section 1/4" = 1'-0" A B C D E F G H I 121/4 12 1/4 16 ' - 1 1 8" 9' - 1 1 8"11 ' - 0 " A B C D E F G H I 12 3 12 3 1 ' - 6 " 1' - 6 " 12 1/4 9' - 1 1 8"11 ' - 0 " 12 3 12 3 6' - 0 " 2' - 3 " 1' - 6 " 1' - 6 " A B C D E F G H I 12 1/4 9' - 1 1 8"11 ' - 0 " 12 3 12 3 2' - 0 " 3' - 6 " 10'-0" 31'-0" 44'-0" C D E F G H ICDEFGHI 9' - 1 1 8" 12 3 12 3 4' - 3 " 2' - 3 " 24'-0" SCALE :2 Building Section 1/4" = 1'-0" SCALE :3 Building Section 1/4" = 1'-0" SCALE :4 Building Section 1/4" = 1'-0" F-1 F-1 F-1 F-1 F-6 F-6 F-6 F-6 R-1 R-1 R-1 R-2 E-3 E-1 E-1 E-1 E-1 E-1 E-1 E-1 I-C* I-C*I-D* 2" SQUARE TUBE STEEL MEMBERS @ 1'-0" O.C., SEE STRUCTURAL DETAILS FOR CONNECTION FLASHING ATOP BEAM. SEE ARCH DETAIL 5/A8.4 FOR FLASHING, SEE STRUCTURAL FOR BEAM SIZES SHAPED END GLULAM BEAM COLUMN AND FOOTING, SEE STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS SEE STRUCTURAL DRAWINGS FOR COLUMN TO BEAM CONNECTIONS COLUMN AND FOOTING, SEE STRUCTURAL DRAWINGS FOR SIZES AND CONNECTIONS SEE STRUCTURAL DRAWINGS FOR COLUMN TO BEAM CONNECTIONS RA1 RA1 RA1 RA1 A0.3b 1 A0.3b 1 SIM A0.3b 1 SIM 10 ' - 0 " A8.3b 3 FLASHING ATOP BEAM AT ENDS. SEE ARCH DETAIL 5/A8.4 FOR FLASHING, SEE STRUCTURAL FOR BEAM SIZES SHINGLE OVER RIDGE VENT, SEE 4/A8.3a SHINGLE OVER RIDGE VENT, SEE 4/A8.3a SHINGLE OVER RIDGE VENT, SEE 4/A8.3a SHINGLE OVER RIDGE VENT, SEE 4/A8.3a A8.3a 1 & 3 &S5.20 2 TYP A8.3a 1 & 3 SIM A8.3a 1 & 3 &S5.20 2 TYP A8.3a 1 & 3 SIM 2 A 8 . 3 a 2 A 8 . 3 a ROOF TO SIDING, SEE 8/A8.3a ROOF TO SIDING, SEE 8/A8.3a SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE DETAIL 6/A8.3a FOR ROOF PENETRATIONS, TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 4 TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 1&2 TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 4 TYP SEE STRUCTURAL DRAWINGS S4.1 & S4.2 FOR TYPICAL SLAB AND FOUNDATION DETAILS. S4.2 8 &A8.2 4 TYP 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH 1'-6" TYP. OH FOR ALL TALL WALLS (I.E. GREATER THAN 10'-0" IN HEIGHT), INSTALL FIRE BLOCKING @ 10'-0" ABOVE T.O.S. 10 4 5 / 8 " P R E C U T S T U D S BA L L O O N F R A M E D W A L L 10 4 5 / 8 " P R E C U T S T U D S 10 4 5 / 8 " P R E C U T S T U D S 10 4 5 / 8 " P R E C U T S T U D S 10 4 5 / 8 " P R E C U T S T U D S 10 4 5 / 8 " P R E C U T S T U D S 10 4 5 / 8 " P R E C U T S T U D S VERTICAL & HORIZONTAL ASSEMBLIES SEE A0.2 SHEETS FOR ALL VERTICAL & HORIZONTAL ASSEMBLY TYPES. FIRE BLOCKING REQUIRED SEE CODE WALL SECTIONS & ASSEMBLIES SHEET FOR NOTES. FLASHING LOCATIONS ALL WINDOWS, DOORS, & LEDGERS TO BE FLASHED / TOPS OF FLAT SURFACES. WINDOW AND DOOR DETAILS SEE A8.1 FOR WINDOW AND DOOR DETAILS. SEE A0.5 FOR SCHEDULES. SIDING DETAILS SEE A8.2 FOR SIDING DETAILS AND TRIM PROFILES TO USE. ROOF DETAILS SEE A8.3 FOR ROOF DETAILS. #'-#" LOCATION ELEVATION CALL OUT 121 SYMBOL DESIGNATION ASSEMBLY TYPES SECTION CUT GRID LINE # XXX #KEYED NOTE ROOF SLOPE LEGEND - BUILDING SECTIONS X # FDN NOTE A PERFORATED RIGID PLASTIC DRAIN LINE INSTALLED AT THE BASE OF THE MAT SLAB TO PREVENT HYDROSTATIC LOADING ON THE WALLS. THE INVERT OF A DRAIN LINE AROUND A BELOW GRADE BUILDING AREA OR EXTERIOR RETAINING WALL SHOULD BE PLACED NEAR FOUNDATION BEARING LEVEL. THE DRAIN LINE SHOULD BE SLOPED TO PROVIDE POSITIVE GRAVITY DRAINAGE. THE DRAIN LINE SHOULD BE SURROUNDED BY CLEAN, FREE-DRAINING AGGREGATE SHOULD BE ENCAPSULATED IN A FILTER FABRIC. THE GRANULAR FILL SHOULD EXTEND TO WITHIN 2 FEET OF FINAL GRADE, WHERE IT SHOULD BE CAPPED WITH COMPACTED COHESIVE FILL TO REDUCE INFILTRATION OF SURFACE WATER INTO THE DRAIN SYSTEM. COORDINATE W/ CIVIL. GENERAL NOTES - BUILDING SECTIONS A.ALL EXPOSED EXTERIOR WOOD IS TO BE STAINED. VERIFY COLOR OF STAIN W/ ARCHITECT. B.PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT, U.N.O. VERIFY COLOR WITH ARCHITECT. SEE ROOF PLANS. C.ALL PLUMBING & MECH VENTS TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. D.ALL WINDOWS LATCHES / LOCKS ARE REQUIRED TO BE WITHIN ADA REACH RANGE OF 48” AND IF NOT MANUFACTURER NEEDS TO PROVIDE REACH RANGE LOCK COVER AS ATTACHED OR SIMILAR WITH OTHER MANUFACTURERS. SUBMITTAL REQUIRED FOR APPROVAL. G.C. TO VERIFY HEIGHTS. AIR BARRIER SEE 2021 IECC CHAPTER 4 SEE ENERGY SUMMARY SHEET A0.4 THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: SEE A0.4 ALL JOINTS, SEAMS AND PENETRATIONS SITE BUILT WINDOWS, DOORS AND SKYLIGHTS OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING UTILITY PENETRATIONS DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE KNEE WALLS WALLS AND CEILING SEPARATING A GARAGE FROM CONDITIONED SPACES -BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS -COMMON WALLS BETWEEN DWELLING UNITS -ATTIC ACCESS OPENINGS -RIM JOIST JUNCTION -ALL OTHER SOURCES OF INFILTRATION INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. STRUCTURAL DETAILS ·SEE S4.1 & S4.2 FOR FOUNDATION DETAILS. ·SEE S5.1, S5.2 & S5.3 FOR FLOOR FRAMING DETAILS. ·SEE S5.10 & S5.11 FOR SHEAR WALL DETAILS. ·SEE S5.20 & S5.21 FOR ROOF FRAMING DETAILS. A5.1 ACCESSIBILITY INFO 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE TO B O T T O M O F RE F L E C T I V E S U R F A C E HAND DRYER 48 " m a x NOTE:PROVIDE WOOD BLOCKING FOR ALL TOILET ACCESSORIES MOUNTED IN GYP. BD. PARTITIONS. MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE IN RATED WALLS. SEE ELECTRICAL SHEETS FOR ALL ELECTRICAL REQUIRED MOUNTING HEIGHT REQUIREMENTS NOTE: PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH FOR ACCESSIBLE ROUTES SCALE : 8 TYPICAL ACCESSORY MOUNTING DETAILS NTS 40 " m a x 19 " m i n 48 " M A X T O OP E R A B L E P A R T 48 " m a x 54 " 38 " m i n CHANGING TABLE 48 " M A X T O OP E R A B L E P O R T I O N SANITARY NAPKIN DISPENSER 3' - 2 " NOTE: PLUMBING FIXTURES & ACCESSORIES SHALL CONFORM TO ICC/ANSI CHAPTER 6 REQ. ACCESSIBLE FIXTURE GENERAL NOTES: 1.TOILET GRAB BARS TO BE SURFACE MOUNTED WITH SNAP FLANGE. 2.ALL EXPOSED HOT WATER AND WASTE PIPING TO BE INSULATED. 3.MAINTAIN MIN. CLEAR SPACE SHOWN ON FIXTURE DETAILS, FREE OF ANY OBSTRUCTIONS INCLUDING DRAIN PIPES, ETC. 4.ALL GRAB BARS SHALL BE 1-1/4" - 1-1/2" DIA. WITH A 1-1/2" CLEAR SPACE FROM WALL. 5.ALL PLUMBING FIXTURES SHALL COMPLY WITH GOVERNING CODES INCLUDING A.D.A. AND ANSI. 6.PROVIDE SOLID BLOCKING IN WALL FOR ALL WASHROOM ACCESSORIES. 7.SHOWER STALLS TO BE FLUSH W/FLOORING RECESS SHOWER AS REQUIRED IN CONC. SLAB. 8.ALL SHOWER ACCESSORIES TO BE PROVIDED BY SHOWER MANUFACTURER. 9.ALL BATHROOMS ENTIRE PROJECT TO ADD BLOCKING FOR ALL FUTURE GRAB BARS. 10. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH FOR ACCESSIBLE ROUTES. 11.ALL BLOCKING REQUIRED TO BE 2X8 MIN. MAX. CONTINUED SCALE : 4 FRONT APPROACH REACH DETAILS NTS SCALE : 6 PUBLIC RESTROOMS NTS SCALE : 7 TYPICAL ACCESSIBLE DETAILS - TYPE A CONTINUED NTS ADJUSTABLE SHELF WOOD CABINETS DRAWER ADJUSTABLE SHELF TOE KICK COUNTERTOP & BACKSPLASH; SEE SPEC. (NOT POST FORM) REQUIRED X1=20" MAX X2=20"-25" Y2 = 4 4 " Y1 = 4 8 " 30" CLEAR30" CLEAR 48 " M A X . 10" 15 " M I N . 46 " M A X . 34 " M A X . 10" MAX. 2' - 1 0 " M A X F R O M F. F . T O T O P O F SI N K R I M O R CO U N T E R T O P , WH I C H E V E R I S HI G H E R 9" 48 " M A X . F R O M T. O . B O T T O M SH E L F T O F . F . 18 " M I N 112" M I N 42" MAX 19 " 30" MIN. 48 " M I N . 27 " M I N . 29 " M I N . 38 " M A X . 34 " M A X . 8" 11" MIN. 17" MIN. CLR. 1' - 0 " TOE CLR. MIN. MI N . MIRROR KNEE 17 " M I N . MA X . CLEAR FLOOR SPACESINK DIMENSIONS 3" M A X . L-SHAPE SEAT CONFIGURATION 17 " M I N . 19 " M A X . 33 " M I N . 36 " M A X . 18" 15" MAX. ℄ OF CONTROL WALL BACK WALL ELEVATIONFRONT (CONTROL) WALL ELEVATION 48" MIN. PLAN VIEW 36 " M I N . 36 " SE A T W A L L CO N T R O L EN D W A L L 36" MIN. GRAB BARS (TYP.) CONTROL LOCATED ZONE 38 " M I N . 48 " M A X . RECTANGULAR SEAT CONFIGURATION 1- 1 / 2 " M A X . 15" MIN. 16" MAX.2-1/2" MAX. 3" M A X . 15" MIN. 16" MAX. 2-1/2" MAX. 22" MIN. 23" MAX. 14 " M I N . 15 " M A X . 1- 1 / 2 " MA X . SHOWER COMPARTMENT L-SHAPED SEAT 18" BACK WALL 4" M A X VERTICAL GRAB BAR 18 " M I N 4" MAX 33 " M I N . 36 " M A X . 3" M I N - 6 " M A X AB O V E H O R I Z . GR A B B A R SHOWER COMPARTMENT L-SHAPED SEAT VERTICAL GRAB BAR VERTICAL GRAB BAR 33 " M I N . 36 " M A X . 18" MAX. 48 " M A X . CONTROL WALL ELEVATIONPLAN VIEW 30 " M I N . 30 " M I N 60" MIN. CONTROL LOCATED ZONE 38 " M A X . 6" MAX BACK WALL 6" M A X 30 " M A X RE Q ' D CO N T R O L S MOUNTING HEIGHTS SHALL COMPLY WITH FIGURE 37 IN SECTION 4.21 OF THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS 6" MAX SI D E W A L L 6" M A X 33 " M I N . 36 " M A X . BACK WALL ELEVATION 33 " M I N . 36 " M A X . SIDE WALL ELEVATION 17 " M I N . 19 " M A X . SHOWER COMPARTMENT L-SHAPED SEAT SHOWER COMPARTMENT L-SHAPED SEAT 17 " M I N . 19 " M A X . A LAVATORY COMPLYING WITH SECTION 606 SHALL BE PERMITTED AT THE END OF THE CLEARANCE OPPOSITE THE SEAT 48 " M A X . 15 " M I N . 30" CLEAR 46 " M A X . 34 " M A X . 24" MAX. SCALE : 3 PROTRUDING OBJECTS DTLS NTS x > 2 7 x > 8 0 " 4" MAX. SCALE : 2 CLEAR SPACE DETAILS NTS 30" MIN. 48 " M I N . 36" MIN. 48" MIN. 24 " M A X 60" MIN. X > 1 5 " DR Y W A L L TH I C K E N E S S 56 " M I N . 60" MIN. FLUSH VALVE REQUIRED TO BE ON OUTSIDE. NO OTHER FIXTURES ALLOWED TO BE WITHIN CLEARANCE 24" MIN 18" 3"24" Cabinetry NOTE: ANYTHING INSTALLED HIGHER THAN MAX SHELF HEIGHTS SHOWN WILL NOT BE ACCEPTED. G.C. TO FIELD VERIFY & COORDINATE. 27 " M A X . x > 8 0 " IF OBJECT IS > 4" FROM WALL SCALE : 32" MIN. 48 " M I N . 24 " 24 " 36" MIN. 24" MIN 9" 12" MIN REMOVABLE IN TUB SEAT HEADBACK 24" MAX12" MAX 33 " M I N . 36 " M A X . 33 " M I N . 36 " M A X . FOOT CONTROL AREA 24" MIN 24" MIN 24" MAX12" MAX 24 " M I N 3" - 6 " 18 " M I N 33 " M I N . 36 " M A X . 3" - 6 " 18 " M I N REMOVABLE IN TUB SEAT WIDTH OF TUB (60" MIN.) 30 " M I N . 12 " M I N 4" MAX 4" M A X PLAN VIEW VERTICAL GRAB BAR VERTICAL GRAB BAR VERTICAL GRAB BAR A LAVATORY COMPLYING WITH SECTION 606 SHALL BE PERMITTED AT THE END OF THE CLEARANCE OPPOSITE THE SEAT REMOVABLE IN TUB SEAT CONTINUED SCALE : 7 DETAILS - FULLY ACCESSIBLE NTS TRANSFER SIDE LC 42" MIN 54" MIN 12" MAX24" MIN 12" 36" MIN 6" 17 " - 1 9 " 33 " M I N 36 " M A X 17 " - 1 9 " 18 " M I N 39" MIN - 41" MAX 19 " M I N 3'-0" MAX 18 " M I N 33 " M I N - 3 6 " M A X 39 " M I N - 4 1 " M A X 39 " M I N - 4 1 " M A X BLOCKING BLOCKING BLOCKING BLOCKINGREQUIRED REQUIRED PER FHA: FRONT APPROACH REACH RANGE REQUIRED AT ALL LIGHT SWITCHES, ELECTRICAL OUTLETS, & ENVIRONMENTAL CONTROLS - SEE ELECTRICAL DRAWINGS. PER FHA: NOT ALLOWED AT ANY LIGHT SWITCHES, ELECTRICAL OUTLETS, OR ENVIRONMENTAL CONTROLS EXCEPT AT UNOBSTRUCTED FURNITURE AREAS - SEE ELECTRICAL DRAWINGS. - SIDE APPROACH REACH DETAILS1Route Dtls NTS Accessible 48" 60" MIN. 60 " M I N . SCALE : 5 LAV/SINK CLEARANCE NTS 8" MIN 27 " M I N 34 " M A X . 2' - 1 0 " M A X T O R I M O F S I N K 2'-1" Plan View 48" MIN. 30 " M I N . 17" - 25" 11" MIN6" 9" M I N . R 27 " M I N T O B. O . W O R K SU R F A C E BLOCKING BLOCKING BLOCKING BLOCKING BLOCKING REQ'D IF NOT ALREADY PROVIDED WITH FIBERGLASS INSERT, VERIFY W/ PLUMBING DWGS. G.C. TO VERIFY IF REQUIRED. BLOCKING REQ'D IF NOT ALREADY PROVIDED WITH FIBERGLASS INSERT, VERIFY W/ PLUMBING DWGS. G.C. TO VERIFY IF REQ'D. BLOCKING REQ'D IF NOT ALREADY PROVIDED WITH FIBERGLASS INSERT, VERIFY W/ PLUMBING DWGS. G.C.TO VERIFY IF REQ'D. BLOCKING REQ'D IF NOT ALREADY PROVIDED WITH FIBERGLASS INSERT, VERIFY W/ PLUMBING DWGS. G.C. TO VERIFY IF REQUIRED. CONTINUED SCALE : 7 TYPICAL ACCESSIBLE DETAILS - TYPE A NTS ·SHEET A5.1; ALL BATHROOMS WITHIN ENTIRE PROJECT REQUIRE BLOCKING TO BE INSTALLED AT ALL PLUMBING FIXTURES WHETHER OR NOT IT IS A TYPE A, TYPE A/V OR TYPE B UNIT. THE CONTRACTOR IS REQUIRED TO REFER TO THE PLUMBING FIXTURE SCHEDULE AND VERIFY IF FIXTURES CONTAIN BLOCKING/BACKING AND IF THE MANUFACTURER PROVIDES IT THEN BLOCKING INSTALLED WITHIN THE FRAMING IS NOT REQUIRED. BLOCKING NOTE ITEMS WITHIN DASHED LINES ARE WITHIN REACH CLEAR WIDTH FOR SINGLE WHEELCHAIR UFAS/FHA CLEAR WIDTH FOR PASSING SPACE CLEAR FLOOR SPACE ALCOVE: FORWARD APPROACH ALCOVE: PARALLEL APPROACH UFAS/FHA LIMITS OF PROTRUDING OBJECTS UFAS & FHA LIMITS OF PROTRUDING OBJECTS FHA/UFAS UNOBSTRUCTED FORWARD REACH FHA/UFAS OBSTRUCTED HIGH FORWARD REACH FHA UNOBSTRUCTED SIDE REACH FHA OBSTRUCTED SIDE REACH FHA OBSTRUCTED SIDE REACH TYPICAL ACCESSIBLE UFAS CLEARANCE SIZE OF CLEARANCE FOR WATER CLOSET REAR WALL GRAB BAR LOCATIONS SIDE WALL GRAB BAR LOCATIONS TOLIET DISPENSER LOCATION ADA BATHTUB WITH SEAT IN TUB 1'-7" ADA ROLL-IN SHOWER ADA TRANSFER SHOWER SHOWER COMPARTMENT SEATS LAVATORIES & SINKS SEAT COVER DISPENSER TOILET TISSUE DISPENSER MIRROR SURFACE MOUNTED SOAP DISPENSER WALL MOUNTED PAPER TOWEL DISPENSER SURFACE MOUNTED CLOTHES HOOK 43 " M A X TY P E A & A V I N AD D I T I O N T O ST A N D A R D . 60 " TY P I C A L A L L UN I T S UNIT ENTRY DOOR VIEWER DOORBELL TYPE A AND AV ONLY. 48 " A5.2 ACCESSIBILITY INFO 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE 48" MIN. 48" MIN. 48" MIN. 60 " M I N . FR O N T AP P R O A C H 18" MIN.48 " M I N . FR O N T AP P R O A C H 12" * MIN. 60 " M I N . HINGE APPROACH 36" MIN.54 " M I N . HINGE APPROACH 42" MIN. HINGE APPROACH 42 M I N . * * 12 MIN. * 22" MIN. * IF BOTH CLOSER & LATCH ARE PROVIDED. ** 48 MIN. IF BOTH CLOSER & LATCH ARE PROVIDED HINGE APPROACH 48 M I N . * 24" MIN. * 54" MIN IF CLOSER PROVIDED. IF CLOSER & LATCH PROVIDED. HINGE APPROACH 42 M I N . * 24" MIN. * 48" MIN IF CLOSER PROVIDED. SIDE APPROACH 42 " M I N . FR O N T AP P R O A C H 48 " M I N . HINGE APPROACH 22" MIN. 42 " M I N . HINGE APPROACH 24" MIN. 42 " M I N . FR O N T AP P R O A C H 48 " M I N . SCALE : 1 DOOR CLEARANCES CONT. NTS FR O N T AP P R O A C H X > 8 " 48 " M I N . FR O N T AP P R O A C H X > 8 " 60 " M I N . 18" MIN. FR O N T AP P R O A C H DOOR PROVIDED W/ BOTH CLOSER & LATCH X > 8 " 48 " M I N . SCALE : 1 DOOR CLEARANCES CONT. NTS SCALE : 1 DOOR CLEARANCES NTS TWO DOORS IN A SERIES FRONT APPROACH HINGE APPROACH HINGE APPROACH LATCH APPROACH DOORWAYS WITHOUT DOORS POCKET DOORS MANEUVERING CLEARANCE AT RECESSED DOORS POCKET DOORS DOUBLE-LEAF DOORS (§404.2.2) ONE ACTIVE LEAF OF DOUBLE-LEAF DOORS IS REQUIRED TO MEET CRITERIA FOR CLEAR WIDTH AND MANEUVERING CLEARANCE. OTHER DOOR REQUIREMENTS APPLY TO BOTH LEAVES. SCALE : 1 DOOR CLEARANCES CONT. NTSCOMPLIANCE IS REQUIRED FOR DOORS, DOORWAYS, AND GATES PROVIDING USER PASSAGE ON ACCESSIBLE ROUTES. AT LEAST ONE ACCESSIBLE DOOR, DOORWAY, OR GATE SERVING EACH ACCESSIBLE ROOM, SPACE, AND ENTRANCE MUST COMPLY. 43 " M A X . 34 " - 4 8 " (O P E R A B L E PO R T I O N S ) CLOSING SPEED (§404.2.8) CLOSERS: 5 SEC. MIN. FROM 90⁰ TO 12⁰ (SPRING HINGES: 1.5 SEC. MIN. FROM 70⁰ TO 0⁰) OPENING FORCE (§404.2.9) 5 LBF MAX. (EXCLUDING EXTERIOR HINGED DOORS AND FIRE DOORS) VISION/ SIDE LIGHTS (IF PROVIDED) (§404.2.11) ACCESSIBLE VIEWING HEIGHT 43” MAX. UNLESS NOT INTENDED FOR VIEWING (I.E., LOWEST PART ABOVE 66”) HARDWARE (§404.2.7) OPERABLE PARTS MUST COMPLY SMOOTH SURFACE (§404.2.10) REQUIRED AT THE BOTTOM ON THE PUSH SIDE THRESHOLDS (§404.2.5) 1/2” MAX. HIGH (BEVELED IF ABOVE 1/4”) MANEUVERING CLEARANCE (§404.2.4) REQUIRED ON BOTH SIDES (UNLESS DOOR OR GATE IS USED IN ONE DIRECTION ONLY) MANUAL DOORS AND GATES [§404.2]AUTOMATED DOOR (LOW ENERGY) LOW ENERGY DOORS AND GATES USUALLY REQUIRE ACTIVATION BY THE USER THROUGH A PUSH PLATE OR CONTROL AND ARE OFTEN USED IN MODERATE TRAFFIC LOCATIONS AS AN ALTERNATIVE TO MANUAL OPERATION. MOST FUNCTION LIKE A MANUAL TYPE BUT WITH A POWERED OPENER AND CLOSER OPTION. CLEAR WIDTH 32” MIN. (POWER ON AND OFF MODES). MANUAL CONTROLS COMPLIANT CONTROLS WITH CLEAR FLOOR SPACE LOCATED OUTSIDE DOOR SWING. THRESHOLD 1/2” MAX. HIGH (BEVELED IF ABOVE 1/4”) MANEUVERING CLEARANCE IS REQUIRED AT THOSE DOORS SERVING AN ACCESSIBLE MEANS OF EGRESS THAT EITHER LACK STANDBY POWER OR THAT DO NOT STAY OPEN IN POWER-OFF MODE FULL-POWERED AUTOMATIC DOORS AND GATES [§404.3] LOW ENERGY DOORS AND GATES USUALLY REQUIRE ACTIVATION BY THE USER THROUGH A PUSH PLATE OR CONTROL AND ARE OFTEN USED IN MODERATE TRAFFIC LOCATIONS AS AN ALTERNATIVE TO MANUAL OPERATION. MOST FUNCTION LIKE A MANUAL TYPE BUT WITH A POWERED OPENER AND CLOSER OPTION. CLEAR WIDTH 32” MIN. (CLEAR OPENING WITH ALL LEAVES IN OPEN POSITION (POWER ON AND OFF MODES) THRESHOLD 1/2” MAX. HIGH (BEVELED IF ABOVE 1/4”) DOORS IN SERIES 48” MIN. SEPARATION BETWEEN THE SWING OF DOORS IN SERIES MANEUVERING CLEARANCE IS REQUIRED AT THOSE DOORS SERVING AN ACCESSIBLE MEANS OF EGRESS THAT EITHER LACK STANDBY POWER OR THAT DO NOT STAY OPEN IN POWER-OFF MODE. BREAK OUT OPENING 32’ MIN. (EMERGENCY MODE) FOR DOORS ON MEANS OF EGRESS WITHOUT STANDBY POWER (UNLESS A COMPLIANT MANUAL SWINGING DOOR ALSO SERVES THE SAME MEANS OF EGRESS) A5.6 INTERIOR ELEVATIONS - COMMUNITY BUILDING 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE 1. 2. 3. 4. 5. 6. 7. GENERAL NOTES - INTERIOR ELEVATIONS 8. 9. ·BLOCKING AND GRAB BARS ARE REQUIRED IN ALL PUBLIC RESTROOMS. ·GRAB BARS ARE NOT REQUIRED TO BE PRIVATE OFFICE RESTROOMS. GRAB BAR NOTES 1.SEE A5.1 & A5.2 FOR ALL PROJECT REQUIREMENTS INCLUDING BUT NOT LIMITED TO: ·CLEAR SPACE ·MOUNTING HEIGHTS ·CLEARANCE REQUIREMENTS ·GRAB BARS ·BLOCKING ·INSTALL HEIGHTS GENERAL NOTES - INTERIOR ELEV. ·SEE A5.1 FOR BLOCKING REQUIREMENTS ·ALL UNIT BATHROOMS - TYPE A, TYPE B, TYPE AV & STANDARD - BLOCKING REQUIRED FOR FUTURE & REQUIRED GRAB BAR BEHIND & BESIDE WATER CLOSET & AT TUB/SHOWER. 2x6 MINIMUM UNLESS NOTED OTHERWISE. VERIFY EXACT LOCATIONS & QUANTITIES OF BLOCKING FOR GRAB BARS WITH INTERIOR ELEVATIONS A5.1-A5.2 BLOCKING NOTES CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL BASE CABINETS TO BE 24" DEEP AND ALL UPPERS TO BE 12" DEEP, TYPICAL, U.N.O. PROVIDE SOLID 2x BLOCKING FOR ALL GRAB BARS, SHELVING, TOILET PAPER DISPENSERS, OTHER ACCESSORIES, AND PLUMBING FIXTURES INCLUDING WALL HUNG LAVATORIES. PROVIDE BLOCKING FOR FUTURE GRAB BARS AND FOR GRAB BARS SHOWN AT BATHTUBS AND SHOWERS, PROVIDED BY TUB/SHOWER MANUFACTURER, SEE PLUMBING DRAWINGS. PROVIDE 2x BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS. CONTINUE FLOORING, WALL BASE, AND WALL FINISHES UNDER OPEN COUNTERTOPS, ADJUSTABLE HEIGHT COUNTERTOPS, AND REMOVABLE CABINETS, SEE DETAILS. ALL DIMENSIONS ARE TO THE FACE OF GWB, U.N.O. SEE FLOOR PLANS, WALL TYPES, AND STRUCTURAL DRAWINGS FOR WALL ASSEMBLIES. AT ALL COMMON WALLS BEHIND TUB/SHOWERS IT IS REQUIRED TO INSTALL 5/8" TYPE X WATER RESISTANT DRYWALL ON ENTIRE RUN OF WALL. THEN ADD ANOTHER LAYER OF DRYWALL TO BE ACCEPTED @ THE NAILING ACCEPTANCE LEDGE. G.C. TO VERIFY IN FIELD ALL DIMENSIONS PER AS BUILT SIZE. CABINET SIZES ARE BASED ON STANDARD DIMENSIONS. IF FIELD DIMENSIONS DO NOT MATCH DESIGN DIMENSIONS; ADJUST CABINET SIZES AS NEEDED; BUT VERIFY ALL CHANGES WITH ARCHITECT. GWB SOFFIT FRAMED TO CONCEAL DUCT. SEE A7.1c FOR INSTALLATION CODE REQUIREMENTS. LEGEND BLOCKING, 2x6 MINIMUM, AND GRAB BARS. TOILET PAPER HOLDER, , SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS WATER CLOSET, SEE PLUMBING AND SPECIFICATIONS. 24" TOWEL BAR, SEE SPECIFICATIONS LIGHT FIXTURE, CENTER OVER MIRROR, COORDINATE WITH ELECTRICAL. MIRROR, CENTERED, SEE SPECIFICATIONS WASHABLE WALL SURFACE, SEE SPECIFICATIONS PLASTIC LAMINATE COUNTERTOP WITH 4" BACKSPLASH TYPICAL WALL BASE, SEE FLOOR PLANS AND ROOM FINISH NOTES. CSCI APPLIANCE, COORDINATE INSTALLATION, VERIFY CLEARANCES AND SWINGS WITH OWNER. VANITY SUPPORT BRACKET & LAMINATE FRONT PANEL FULL WIDTH. SIDE PANEL FULL COVERAGE AS REQ'D. SEE A5.1. FINISHED END PANEL NOT USED FILLER STRIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 AUTOMATIC HAND DRYER, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS22 23 24 25 PROVIDE GARBAGE DISPOSAL AT KITCHEN SINK, SEE MECH. 26 27 28 G.C. TO PROVIDE BLOCKING AS REQ'D FOR SHELVING. KEYED NOTES - INTERIOR ELEVATIONS VERIFY ALL GRAB BAR REQUIREMENTS & MOUNTING HEIGHTS OF BATHROOM ACCESSORIES WITH A5.1.29 BABY CHANGING STATION, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS SOAP DISPENSER, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS RECESSED TRASH RECEPTACLE, SEE SPECIFICATIONS AND A5.1 FOR MOUNTING HEIGHTS INTERIOR DETAILS ·SEE A7.1 FOR INTERIOR DOOR DETAILS AND FLOOR TRANSITION DETAILS. ·SEE A7.2 FOR FLOOR DRAIN DETAIL AND ACCOUSTIC WALL PENETRATION DETAILS (ALSO SEE A0.4). ·SEE A7.3 FOR TYPICAL CEILING DETAILS. SCALE :1 Restroom - Sink / Toilet 1/4" = 1'-0"SCALE :2 Restroom - Toilet / Tub 1/4" = 1'-0"SCALE :3 Restroom - Tub 1/4" = 1'-0"SCALE :4 Restroom - Tub / Sink 1/4" = 1'-0" 2 2 11 99 7" 15 " - 1 9 " 15 " M I N 1'-6" 56 30x36 MIRROR 8 2' - 9 " (Fully Accessible) 3'-0" SEE THIS ROOM 29 3 7 11 SEE THIS ROOM 29 9 SEE THIS ROOM 29 4' - 0 " T.O. ACCESSORY TYPICAL 2021 8 2' - 9 " 11 SEE THIS ROOM 29 2223 (Fully Accessible)(Fully Accessible)(Fully Accessible) SCALE : 5 Kitchenette 1/4" = 1'-0" 17 3'-0" 2'-0" MIN CLR 11 2" DW 2' - 1 0 " 1' - 2 " 1' - 6 " TYP OPEN SHELVING, SEE SPEC 12 15AS REQ'D 4' - 0 " T . O . S H E L F 8 27 1'-3" MIN CLR 2'-0" MIN CLR UNDER COUNTER REFRIGERATOR, SEE SPEC 6"UNDER COUNTER ICE MAKER, SEE SPEC 2' - 8 1 2" MI N C L R SCALE : 6 Kitchenette - Island 1/4" = 1'-0" 2' - 1 0 " 2' - 8 1 2" MI N C L R MICROWAVE WITH TRIM KIT, SEE SPEC 11 2"11 2" 2'-0" MIN CLR2'-9"2'-6" 7'-8" WARMING DRAWER, SEE SPEC UNDER COUNTER REFRIGERATOR, SEE SPEC 3'-0" 2'-6" 3'-0" 2'-6" TYP8 12 SCALE : 7 Office 1/4" = 1'-0" 9 2' - 6 " COPIER, BY OWNER 3330 2' - 6 " OPEN ABOVE TO CEILING 27 4' - 0 " T . O . S H E L F 30303330 1'-6"2'-6"2'-6"1'-6" SCALE : 8 Lobby 1/4" = 1'-0" 9 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 31 2" 2' - 6 " 312" 1'-3" 31 2" 1'-3"2'-6"2'-6"2'-6" DRAWER SETS, SEE SPECS BASE CABINET WITH CPU OPEN SHELF, SEE SPEC COUNTER TOP, SEE SPEC OPEN 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A5.7 INTERIOR 3D IMAGES - COMMUNITY BUILDING SCALE :1 Exterior 3D Image N.T.S.Community Building THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLYTHIS IMAGE IS FOR REFERENCE ONLY SCALE :2 Exterior 3D Image N.T.S.Community Building SCALE :4 Exterior 3D Image N.T.S.Community BuildingSCALE :3 Exterior 3D Image N.T.S.Community Building 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A5.8 INTERIOR 3D IMAGES - COMMUNITY BUILDING SCALE :1 Exterior 3D Image N.T.S.Community Building THIS IMAGE IS FOR REFERENCE ONLY THIS IMAGE IS FOR REFERENCE ONLY SCALE :2 Exterior 3D Image N.T.S.Community Building CARPET W/ MDF BASE VINYL FLOORING W/ MDF BASE VINYL FLOORING W/ 4" RUBBER BASE LVT TO WALK OFF MAT 1/ 4 " T O 1 / 2 " 1 2 1/ 4 " M A X . CHANGES IN LEVEL CHANGES IN LEVEL FLOORING DETAILS WALK OFF MAT SQUARES LVT or VINYL TO CARPET TRANSITION STRIP, T.B.D. BY OWNER TILE TO CARPET TRANSITION STRIP, T.B.D. BY OWNER LVT or VINYL TO TILE TRANSITION STRIP, T.B.D. BY OWNER SEE HEADER SCHEDULE SEE SCHEDULE FOR DOOR TYPE PRE-HUNG WOOD DOOR FRAME SEE DOOR SCHEDULE FOR DOOR TYPE 1X4 MDF HEAD TRIM, PAINT, TYP 1X4 MDF SIDE TRIM, PAINT, TYP PRE-HUNG DOOR DETAILS REFER TO WALL TYPES FOR FRAME WIDTH DOOR - SEE DOOR SCHEDULE REFER TO WALL TYPES FOR FRAME WIDTH HINGE OR LATCH 2x WOOD STUD, SEE WALL TYPE ASSEMBLIES A0.2 & PLANS SEALED CONCRETE CAULK TYP. @ BOTH SIDES CAULK TYP. @ BOTH SIDES KNOCKDOWN DOOR DETAILS REFER TO WALL TYPES FOR FRAME WIDTH DOOR - SEE DOOR SCHEDULE REFER TO WALL TYPES FOR FRAME WIDTH HINGE OR LATCH 2x WOOD STUD, SEE WALL TYPE ASSEMBLIES A0.2 & PLANS FLOOR ASSEMBLY, SEE A0.2a&b INTERIOR INTERIOR CORRIDOR INTERIORCORRIDOR ADA THRESHHOLD FIRE STOP - STUFF MINERAL WOOL @ 1" AIRSPACE 12" HORIZONTAL FROM FLOOR TO CEILING FIRE STOP - STUFF MINERAL WOOL @ 1" AIRSPACE 12" HORIZONTAL FROM FLOOR TO CEILING PRE-HUNG WOOD DOOR FRAME KNOCKDOWN DOOR DETAILS INTERIOR PREFINISHED DOOR HEAD 2" M I N . NOTE: MAINTAIN MIN. 2" CLEARANCE FROM RABBET TO FINISH CEILING FOR TA08 CASING; CLEARANCE PROVIDES 1/4" BETWEEN CASING AND FINISH TO AID ATTACHMENT DURING ASSEMBLY LINE OF FINISH CEILING WHERE OCCURS TIMELY PRE-FINISHED STEEL KNOCKDOWN (KD) FRAME DOOR - SEE DOOR SCHEDULE HEAT-TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP HEADER, SEE STRUCTURAL 1/2" TA08 STEEL CASING GYP BOARD, SEE WALL TYPE ASSEMBLIES, A0.2 REFER TO WALL TYPES FOR FRAME WIDTH 1/ 4 " 1/2" 5/ 8 " 2" R. O . 1/2" DOOR - SEE DOOR SCHEDULE HEAT-TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP TIMELY PRE-FINISHED STEEL KNOCKDOWN (KD) FRAME REFER TO WALL TYPES FOR FRAME WIDTH TA08 STEEL CASING DOUBLE WOOD STUDS AT JAMB 5/8" GYP BOARD, SEE WALL TYPE ASSEMBIES, A0.2 DOOR - SEE DOOR SCHEDULE THRESHOLD & DOOR BOTTOM, SEE DOOR HARDWARE SCHEDULE WALL TYPE ASSEMBLY, SEE A0.2 PREFINISHED STEEL DOOR FRAME, SEE DOOR HARDWARE SCHEDULE HINGE OR LATCH CAULK TYP @ BOTH SIDES CAULK TYP @ BOTH SIDES DOOR - SEE DOOR SCHEDULE CORRIDOR 2x6 2x4 2x6 2x4 ADA THRESHOLD IN BED OF SEALANT, MIN 3 LINEAR ROWS 2" m i n . NOTE: MAINTAIN MIN. 2" CLEARANCE FROM RABBET TO FINISH CEILING FOR TA08 CASING; CLEARANCE PROVIDES 1/4" BETWEEN CASING AND FINISH TO AID ATTACHMENT DURING ASSEMBLY LINE OF FINISH CEILING WHERE OCCURS TIMELY PRE-FINISHED STEEL KNOCKDOWN (KD) FRAME DOOR - SEE DOOR SCHEDULE HEAT-TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP HEADER, SEE STRUCTURAL 1/2" TA08 STEEL CASING GYP BOARD, SEE WALL TYPE ASSEMBLIES, A0.2 1/ 4 " 1/2" 5/ 8 " 2" R. O . 1/2" CAULK TYP @ BOTH SIDES DOOR - SEE DOOR SCHEDULE HEAT-TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP TIMELY PRE-FINISHED STEEL KNOCKDOWN (KD) FRAME TA08 STEEL CASING DOUBLE WOOD STUDS AT JAMB 5/8" GYP BOARD, SEE WALL TYPE ASSEMBIES, A0.2 CAULK TYP @ BOTH SIDES DOOR - SEE DOOR SCHEDULE THRESHOLD & DOOR BOTTOM, SEE DOOR HARDWARE SCHEDULE WALL TYPE ASSEMBLY, SEE A0.2 PREFINISHED STEEL DOOR FRAME, SEE DOOR HARDWARE SCHEDULE SCALE : 7 TYPICAL FLOOR TO BASE DETAILS N.T.S.SCALE : 6 TYPICAL FLOOR TRANSITION DETAILS N.T.S. 1X4 MDF BASE PAINTED CARPET CAULK 1X4 MDF BASE PAINTED SHEET VINYL 4" RUBBER BASE SHEET VINYL TRANSITION STRIP, T.B.D. BY OWNER LVT ADHESIVE FIGURE 7(c) WIDTH OF ACCESSIBLE ROUTE FIGURE 7(d) WIDTH OF ACCESSIBLE ROUTE LVT or VINYL CARPET ADHESIVE ADHESIVE CARPET TILE LVT or VINYL TILE ADHESIVE SCALE : 1a INTERIOR DOOR HEAD N.T.S. SCALE : 1b INTERIOR DOOR JAMB N.T.S. FLOORING TRANSITION @ DOOR THRESHOLD ONLY AS REQ. SEE DOOR SCHEDULE FOR DOOR TYPE 1/2" MAX . CLEAR FLOORING AS REQ. SCALE : 1c INTERIOR DOOR SILL N.T.S. SCALE : 3a INTERIOR DOOR HEAD N.T.S. SCALE : 3b INTERIOR DOOR JAMB N.T.S. FLOOR ASSEMBLY, SEE A0.2a&b ADA THRESHOLD IN BED OF SEALANT, MIN 3 LINEAR ROWS 1/2" MAX . CLEAR FLOORING AS REQ. SCALE : 3c PREFINISHED STEEL DOOR SILL N.T.S. SCALE : 4a DOOR HEAD AT CORRIDOR N.T.S. SCALE : 4b DOOR JAMB AT CORRIDOR N.T.S. 1/2" MAX . CLEAR FLOORING AS REQ. SCALE : 4c DOOR SILL AT CORRIDOR N.T.S. A7.1a INTERIOR DETAILS - TYPICAL 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE ACOUSTIC DETAILS IF OUTLETS, ELECTRICAL BOXES, ETC., ON OPPOSITE SIDES OF THE WALL CANNOT BE SEPARATED BY MINIMUM 24-INCHES OR ONE STUD BAY, INSTALL SOUND ISOLATION PAD (KINETICS ISOBACKER FOR FIRE-RATED WALLS, OR KINETICS SEALTIGHT BACKER PAD FOR NON-RATED WALLS, OR APPROVED EQUALS). FLOOR BASE PER FINISH SCHEDULE, SEE SPECS. EXTEND ENTIRE WALL CONSTRUCTION FULL HEIGHT AND SEAL TO UNDERSIDE OF STRUCTURE AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT. USE BACKER ROD IF OPENING IS TOO BIG TO FILL WITH SEALANT ALONE. SEAL PENETRATIONS SUCH AS PIPES, CONDUITS, DUCTS, MOUNTS, ETC. AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT. USE BACKER ROD IF OPENING IS TOO BIG TO FILL WITH SEALANT ALONE. SEAL BASE OF WALL AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT. USE BACKER ROD IF OPENING IS TOO BIG TO FILL WITH SEALANT ALONE. DUCT, PIPE, WIREWAY or CONDUIT CAULK OPENINGS WITH NON-HARDENING ACOUSTICAL SEALANT BOTH SIDES OF CONSTRUCTION. USE FIRE-RATED SEALANT AS REQUIRED. FLOOR-CEILING CONSTRUCTION PACK ANNULAR SPACE COMPLETELY W/ MINERAL FIBER AS REQUIRED FOR FIRE-RATING. RECESS FIBROUS MATERIAL AS REQUIRED BY THE SPECIFIC U.L. SYSTEM FOR REQUIRED SEALANT THICKNESS. STRAPS OR ISOLATOR HANGERS AS REQUIRED CAULK OPENINGS FROM WALL SURFACE TO DUCT, PIPE, OR CONDUIT WITH NON-HARDENING ACOUSTICAL SEALANT BOTH SIDES OF WALL. USE FIRE-RATED SEALANT AS REQUIRED. PACK ANNULAR SPACE COMPLETELY W/ MINERAL FIBER AS REQUIRED FOR FIRE-RATING. RECESS FIBROUS MATERIAL INTO SLEEVE 0.5 IN OR AS REQUIRED BY THE SPECIFIC U.L. SYSTEM FOR REQUIRED SEALANT THICKNESS. METAL SLEEVE GROUTED INTO CONCRETE OR CMU WALL, UP TO 0.5 IN. LARGER THAN OUTSIDE DIAMETER OF DUCT OR PIPE APPLICABLE TO ANY WALL TYPE CONFIGURATION APPLICABLE TO ANY WALL TYPE CONFIGURATION INTERIOR PARTIAL HEIGHT WALL CAP DETAILS 3/4" VG FIR WOOD TRIM, SEAL WOOD STUD WALL @ 16" O.C., SEE PLANS 1/2" OR 5/8" GYP. BD. 3/ 4 " 8 1/4" T.O.W. SEE PLAN T.O. SUBFLOOR SEE PLAN SEE STRUCTURAL FOR CONNECTION TO FLOOR FINISH FLOOR, SEE FINISH PLANS 1/4" REVEAL PAINT GWB BEHIND, COLOR BLACK P.T. SILL PLATE AT CONCRETE LOCATIONS WALL BASE, SEE FINISH PLANS SCALE : 4 WOOD CAP TRIM DETAIL N.T.S. INTERIOR DOOR HEAD SCALE : 1 PENETRATION DETAIL N.T.S. TYPICAL ACOUSTICAL SCALE : 2 PENETRATION DETAIL N.T.S. SCALE : 3 TYP. ACOUSTICAL WALL DETAIL N.T.S. 2 3/4" MIN. TREADS CODE GYP. BD, SEE PLANS FOR WALL TYPES. T. O . H A N D R A I L 9" F R O M N O S I N G OF S T A I R T R E A D 1 3 / 4 " M A X . 4" M I N . RI S E R S CO D E HANDRAIL NOTES: ·HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS OR RAMP U.N.O. (PER IBC 2021 : 1009.15) ·TOP OF HANDRAILS TO BE BETWEEN 34" MINIMUM AND 38" MAXIMUM ABOVE STAIR NOSING OR RAMP SURFACE (PER IBC 2021 : 1012.2). ·HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS (PER IBC 2021 : 1012.5) ·AT LANDINGS WHERE THE DIRECTION OF TRAVEL CHANGES, THE HANDRAIL AT THE INTERIOR TURN SHALL REMAIN CONTINUOUS THROUGH THE FLIGHT OF STAIRS / RAMP. AT ALL OTHER LOCATIONS THE HANDRAIL SHALL EXTEND A MINIMUM OF 12" FROM THE TOP OR BOTTOM TREAD NOSE / RAMP RUN AND RETURN TO THE GUARDRAIL OR WALL. (PER IBC 2021 : 1012.6) ·WALL SURFACE ADJACENT TO HANDRAIL SHALL BE FREE FROM ANY SHARP OR ABRASIVE ELEMENTS. (PER IBC 2021 : 1012.7) 6 6'-8" MINIMUM HEADROOM CLEARANCE (SHOWN DASHED) (PER IBC 2021: 1009.5) 6' - 8 " M I N I M U M HE A D R O O M C L E A R A N C E TYPICAL STAIR DETAILS STAIR NOTES: ·STAIR TREADS AND RISERS SHALL BE UNIFORM IN SHAPE AND SIZE. THE TOLERANCE SHALL NOT EXCEED 3/8" BETWEEN THE LARGEST AND SMALLEST RISER OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH IN ANY FLIGHT OF STAIRS. (PER IBC 2021: 1009.7.4) ·STAIR & LANDING WALKING SURFACE SHALL NOT BE SLOPED STEEPER THAN 2% IN ANY DIRECTION AND FINISH FLOORING SHALL BE SECURELY ATTACHED. (PER IBC 2021: 1009.9.1) ·A FLIGHT OF STAIRS SHALL NOT EXCEED A 12'-0" VERTICAL MAXIMUM RISE BETWEEN FLOORS OR LANDINGS. (PER IBC 2021: 1009.10) ·THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK ON LIGHT OR LIGHT ON DARK PER ICC ANSI 504.5.1. ·THE CLEAR HEADROOM OF ALL STAIRS & LANDINGS SHALL BE NO LESS THAN 80" MINIMUM (PER IBC 2021 : 1009.5) ·SEE PLAN SHEETS FOR # OF TREADS & RISERS. 1'-0" MIN SEE FINISH FLOOR SCHEDULE FOR STAIR FINISHES STAIRS ARE TO BE FRAMED WITH NO BASE @ SIDES THIS SHEET TREAD NOSING RADIUS OR BEVELING SHALL NOT BE GREATER THAN 9/16". (PER IBC 2021: 1009.7.5) SOLID RISERS TO BE VERTICAL OR SLOPED NOT MORE THAN 30 DEGREES FROM VERTICAL. (PER IBC 2021: 1009.7.5) HANDRAIL BRACKETS. METAL, PRIME & PAINT. RAIL TO WITHSTAND 300# IMPACT LOAD, SOLID BLOCKING AT BRACKETS TYP. STAIRS ARE TO BE FRAMED WITH NO BASE @ SIDES PRE-MANUF. TREAD. or RAMP SURFACE. SEE FINISH FLOOR PLAN 1 1/4" MIN. 2 1/4" MAX. OUTSIDE DIAMETER CONTINUOUS CIRCULAR HANDRAIL. METAL, PRIME & PAINT. (PER IBC 2021 : 1012.3.1 & 1012.4) 1 1/2" MIN. CLEARANCE BETWEEN HANDRAIL AND ADJACENT SURFACE (PER IBC 2021 : 1012.7) NON CIRCULAR HANDRAIL OPTION (PER IBC 2021 : 1012.3.1) ·SHALL HAVE PERIMETER BETWEEN 4" MIN & 6 1/4" MAX. ·CROSS SECTION DIMENSION SHALL BE BETWEEN 1" MIN & 2 1/4" MAX. ·EDGES SHALL HAVE RADIUS OF 0.01" MINIMUM. 42" TALL GUARD WALL SHOWN DASHED. SEE GUARD DETAILS THIS SHEET. WALLS ADJACENT TO INTERIOR STAIRS ARE FULL HEIGHT THIS PROJECT, TYP. SEE 4/A7.1b THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK ON LIGHT OR LIGHT ON DARK PER ICC ANSI 504.5.1. TYPICAL OF ALL TREADS. 36 " A B O V E ST A I R N O S I N G or RA M P S U R F A C E STAIR STRINGER SHOWN. RAMP STRUCTURE SIM, SEE STRUCTURAL SEE A4.4 5 A7.1 1/ 4 " GYP. BD., SEE PLANS FOR WALL TYPES. SEE ROOM FINISH SCHEDULE. HANDRAIL BRACKETS. METAL, PRIME & PAINT. RAIL TO WITHSTAND 300# IMPACT LOAD, PROVIDE 2X SOLID BLOCKING @ EACH BRACKET, TYP. 1 1/2" RADIUS CONTINUOUS CIRCULAR HANDRAIL. (PER IBC 2021 : 1012.3.1 & 1012.4) EDGE OF RISER BELOW 1'-0" MIN. @ TOP OF STAIR, TYP. WOOD STUD WALL, SEE WALL TYPES IN PLANS. HANDRAIL NOTES: ·HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS OR RAMP U.N.O. (PER IBC 2021 : 1009.15) ·TOP OF HANDRAILS TO BE BETWEEN 34" MINIMUM AND 38" MAXIMUM ABOVE STAIR NOSING OR RAMP SURFACE (PER IBC 2021 : 1012.2). ·HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS (PER IBC 2021 : 1012.5) ·AT LANDINGS WHERE THE DIRECTION OF TRAVEL CHANGES, THE HANDRAIL AT THE INTERIOR TURN SHALL REMAIN CONTINUOUS THROUGH THE FLIGHT OF STAIRS / RAMP. AT ALL OTHER LOCATIONS THE HANDRAIL SHALL EXTEND A MINIMUM OF 12" FROM THE TOP OR BOTTOM TREAD NOSE / RAMP RUN AND RETURN TO THE GUARDRAIL OR WALL. (PER IBC 2021 : 1012.6) ·WALL SURFACE ADJACENT TO HANDRAIL SHALL BE FREE FROM ANY SHARP OR ABRASIVE ELEMENTS. (PER IBC 2021 : 1012.7) NON CIRCULAR HANDRAIL OPTION (PER IBC 2021 : 1012.3.1) ·SHALL HAVE PERIMETER BETWEEN 4" MIN & 6 1/4" MAX. ·CROSS SECTION DIMENSION SHALL BE BETWEEN 1" MIN & 2 1/4" MAX. ·EDGES SHALL HAVE RADIUS OF 0.01" MINIMUM. 1 1/2" MIN. CLEARANCE BETWEEN HANDRAIL AND ADJACENT SURFACE (PER IBC 2021 : 1012.7) 1 1/4" MIN. 2 1/4" MAX. OUTSIDE DIAMETER. METAL, PRIME & PAINT 9 THIS SHEET FLOOR DRAIN DETAIL SEALED CONCRETE FLOORINGPOURED CONCRETE FILLER. SUBSTRATE FLOOR DRAIN WITH WATERPROOF FLANGE. SCALE : 8 FLOOR / FLOOR DRIAN WATERPROOFING DETAIL N.T.S. BLOCKING, SEE 3/A0.1a 1/2" PLYWOOD RISER 1-1/4" MAX NOSE PROJECTION (PER IBC 2021 : 1009.7.5.1) PREMANUFACTURED TREAD STRINGERS, SEE STRUCTURAL 5/8" TYPE 'X' GWB, FIRE TAPE, PRIME & PAINT SCALE : 5 TYPICAL STAIR & HANDRAIL DETAIL @ BOTTOM N.T.S. RETURN HANDRAIL TO WALL, TYP. HANDRAILS TO EXTEND 1'-0" PAST THE NOSE OF THE TOP RISER TO 1'-0" PAST THE NOSE OF THE BOTTOM RISER U.N.O. (PER IBC 2021 : 1012.6) SEE HANDRAIL DETAIL BELOW FOR ADDITION INFORMATION. SCALE : 6 TYPICAL HANDRAIL DETAIL N.T.S. SCALE : 7 TYPICAL STAIR & HANDRAIL DETAIL @ TOP N.T.S. SEE PLUMBING DRAWINGS A7.1b INTERIOR DETAILS - TYPICAL 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE 3" 1' - 2 " M I N . 1/2" OSB FULL THICKNESS BLOWN-IN INSULATION PER ROOF ASSEMBLY DUCT INSULATION ABOVE DUCT MUST MEET MINIMUM INSULATION REQUIREMENTS FOR ROOF ASSEMBLY TYPICAL INSULATION AT DUCT FULL THICKNESS BLOWN-IN INSULATION PER ROOF ASSEMBLY INSULATION ABOVE DUCT MUST MEET MINIMUM INSULATION REQUIREMENTS FOR ROOF ASSEMBLY TYPICAL INSULATION AT PIPES WRAP VAPOR BARRIER OVER PIPE SEE MECH PLANS FOR COORDINATION & DUCT INSULATION REQUIREMENTS CEILING DETAILS ASSEMBLY STAYS WITHIN JOIST BAY AREA, FROM POINT OF DUCT PENETRATING THE RATED WALL THROUGH TO THE EXTERIOR DISCHARGE OF THE DUCTING, KEEP DUCT LOW IN SPACE TO COORDINATE OTHER TRADES, FRAME IN (2) LAYERS 5 8" TYPE "X" G.W.B. OR AS REQ. TO MAINTAIN FIRE ASSEMBLY, FIRE TAPE ALL, SEE MECH FOR DUCT REQUIREMENTS. FIRE RATED FLOOR / CEILING OR FIRE RATED CEILING SYSTEM ROOF FRAMING, SEE STRUCTURAL GENERAL NOTES: 1.MEMBRANE AND PENETRATION PROTECTION REQUIRED AT RATED FLOOR / CEILING ASSEMBLIES 2.ENCLOSURE REQUIRED FOR CEILING MEMBRANE PENETRATIONS THAT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF AREA NOTE: FIRE CAULK ALL JOINTS VA R I E S 2x4 or 2x6 AT 16" O.C. FOR DRYWALL SUPPORT FRAMING THROUGHOUT EXTENT OF DUCT LENGTH TO EXTERIOR VENT @ RATED HORIZONTAL CHASE ROOF ABOVE HALL BELOW NOTE: DRYER VENT MUST BE OF 26 GA CONSTRUCTION, SEE MECH. R-1 VERIFY WITH MECH. VE R I F Y W I T H M E C H . ROOF TRUSS INSULATION SEE R1 FOR INSULATION REQ. CORNER TRIM AT PERIMETER OF OPENING SCREWED TO PANEL FOR FUTURE MAINT. ACCESS PAINT 6" RIGID INSULATION BONDED TO 22" x 30", 1/2" PLYWOOD PANEL AND (2) LAYER 5/8" TYPE 'X' EXTERIOR GYPSUM BOARD - PAINTED WOOD TRIM RETURN & CAP, PAINT SEE ROOF TRUSS CEILING ASSEMBLY SCALE : 1 TYPICAL CEILING ACCESS PANEL N.T.S.IBC CH12 - MIN 20" x 30" CLEAR HEIGHT OVER 30" SCALE : 2 TYPICAL INSULATION DETAIL N.T.S. SCALE : 3 THROUGH RATED WALL PENETRATION PER 2021 IBC N.T.S. A7.1c INTERIOR DETAILS - TYPICAL 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE 3"=1'-0" A8.1a WINDOW & DOOR FLASHING DETAIL3 TYPICAL OF ALL WINDOW CONDITIONS (3) TAPE AT SEAM OF BUILDING WRAP BUILDING WRAP AND FLEX WRAP INSTALLED TO END OF FRAMING. SET IN SEALANT FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER INSTALL TYVEK FLEXWRAP AROUND PERIMETER OF SILL & UP 6" ON JAMBS 6" BUILDING WRAP FOLDED INTO WINDOW OPENING SIDES & SILL A B C (1) (2) (4) (7) (6) (5) (8)(9) (9) EXTEND PAST, BOTH SIDES EXTEND PAST, BOTH SIDES WINDOW WATERPROOF MEMBRANE ASSEMBLY SEQUENCE - THAT MUST BE VERIFIED W/ WINDOW & DOOR MANUFACTURER AND INSTALLED PER WARRANTY REQUIREMENTS FIRST AND FOREMOST. 1.FOLD BUILDING WRAP INTO ROUGH OPENING FRAMING USING THE MODIFIED "I" CUT. MAKE HORIZONTAL CUT @ TOP THEN (2) 45° ANGLED CUTS. LAP AND TAPE ALL SEAMS PER MANUFACTURER'S INSTRUCTIONS. 2.FOLD UP BUILDING WRAP TAB AT HEAD & TAPE OUT OF THE WAY- SEE DETAIL "A". 3.INSTALL FLEXWRAP AROUND PERIMETER OF SILL & EXTEND FLEXWRAP A MINIMUM OF 6" UP JAMBS. INSTALL USING MECHANICAL FASTENERS AT CORNERS - SEE DETAIL "C". 4.INSTALL WINDOW w/ CONTINUOUS BEAD OF CAULK AROUND PERIMETER. ONCE FASTENERS ARE IN PLACE TOOL CAULKING FLAT TO ENSURE SUBSEQUENT BUILDING MATERIALS LAY FLAT @ SIDES & BOTTOM. REMOVE EXCESS CAULKING @ TOP TO ENSURE DRY SURFACE FOR APPLYING SUBSEQUENT WATERPROOFING MEMBRANE. 5.AT SILL - APPLY 6" FLASHING TAPE WATERPROOF MEMBRANE PER APPROVED SUBMITTAL OVER NAILING FIN. 6.ALL JAMBS - APPLY 6" FLASHING TAPE WATERPROOF MEMBRANE PER APPROVED SUBMITTAL OVER NAILING FIN. 7.AT HEAD - APPLY 6" FLASHING TAPE WATERPROOF MEMBRANE PER APPROVED SUBMITTAL OVER NAILING FIN. 8.INSTALL HEAD TRIM & FLASHING PER WINDOW / DOOR MANUFACTURER'S INSTRUCTION. HEAD TRIM NOT SHOWN IN DETAIL ABOVE - SEE HEAD DETAILS THIS SHEET FOR TRIM INFORMATION. 9.FOLD DOWN BUILDING WRAP TAB OVER FLASHING @ HEAD AND TAPE 45° SEAMS AND BOTTOM OF FLAP. TAPE PER MANUFACTURERS' INSTRUCTIONS. 10.ADD LOW EXPANDING SPRAY FOAM TO AIR SEAL OPENINGS AROUND INTERIOR PERIMETER. STUFFING INSULATION IS NOT ALLOWED (NOT SHOWN ABOVE). 11.CAULK & TOOL INTERIOR PERIMETER OF WINDOW / DOOR (NOT SHOWN ABOVE). NOTE: INSTALL WINDOWS AND DOORS PER MANUFACTURER INSTRUCTIONS. AIR INFILTRATION BARRIER (AKA - BUILDING WRAP) Rigid Insulation Note RIGID INSULATION IS REQUIRED PER EARTH ADVANTAGE ON ALL EXTERIOR WALL ASSEMBLIES. PRODUCT SPECIFICATIONS THIS SHEET NOTE: PRODUCTS SPECIFICALLY SPECIFIED ON THIS SHEET THAT REQUIRE PRIOR APPROVAL. 1.AIR INFILTRATION BARRIER PER LEGEND BELOW 2.VAPOR RETARDER PER LEGEND BELOW AIR INFILTRATION BARRIER AT ALL LOCATION OTHER THAN NOTED BELOW MUST BE TYVEK DRAIN WRAP. LEGEND VAPOR RETARDER: CLASS 1 PERM LESS THAN OR EQUAL TO 0.1 l/(s-m2)@75 Pa 15 13 12 10 JAMB AT EXTERIOR DOOR (BOARD & BATTEN) HEAD AT EXTERIOR DOOR (BOARD & BATTEN)14 BOARD & BATTEN CONDITIONS FRAME, SEE FINISH NOTES. CAULK EXTERIOR INTERIOR FRAME, SEE FINISH NOTES. ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE AND SEE 3/A8.1 CAULK 5/4 X 4 FIBER CEMENT SEE ELEVATIONS. EXTERIOR INTERIOR SHEATHING SHEATHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE AND SEE 3/A8.1 1/4" GAP, DO NOT CAULK CAULK SILL AT WINDOW (BOARD & BATTEN) (JAMB SIM.) HEAD AT WINDOW (BOARD & BATTEN) WINDOW CAULKING BETWEEN FLANGE & HOUSE WRAP CAULK SHEATHING SEALANT & BACKER ROD INSUL. GLASS CAULK SHEATHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE AND VAPOR BARRIER SEE 3/A8.1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4" SHIM & WOOD BLOCKING AS REQ'D. WINDOW FRAME, SEE SCHEDULE FOR WINDOW TYPE. 5/4 X 4 FIBER CEMENT TRIM, U.N.O. SEE ELEVATIONS. ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE AND HOUSE WRAP SEE 3/A8.1 FLASHING @ SILL. OMIT AT JAMB - SIM DOOR JAMB 1/4" GAP, DO NOT CAULK CAULK WALL DOOR, SEE SCHEDULE FOR DOOR TYPE WINDOW DOOR, SEE SCHEDULE FOR DOOR TYPE FIBER CEMENT VERTICAL PANEL BOARD FIBER CEMENT VERTICAL PANEL BOARD FIBER CEMENT VERTICAL PANEL BOARD FIBER CEMENT VERTICAL PANEL BOARD INSUL. HEADER SEE STRUCTURAL GWB WRAPPED JAMB & HEAD, TYP VAPOR BARRIER WRAP INTO FRAME "BLUE" VAPOR BARRIER MDF WINDOW SILL W/ ENDS 1" PROUD OF WINDOW FINISHED OPENING @ BOTH SIDES, PAINT MDF TRIM @ WINDOW APRON, PAINT. WRAP GWB @ JAMB SIM TO HEAD, TYP GWB WRAPPED JAMB & HEAD, TYP WINDOW FRAME, SEE SCHEDULE FOR WINDOW TYPE. SEE STRUCTURAL INSUL. HEADER SHIM & WOOD BLOCKING AS REQ'D. MDF TRIM, PAINT, TYP. HINGE SEE SCHEDULE FOR DOOR TYPE MDF TRIM, PAINT, TYP. VAPOR BARRIER WRAP INTO FRAME "BLUE" BUILDING WRAP "RED" OVER FLASHING, TAPE SEAMS BUILDING WRAP "RED" OVER FLASHING, TAPE SEAMS BUILDING WRAP "RED" OVER FLASHING, TAPE SEAMS VAPOR BARRIER BUILDING WRAP "RED" OVER FLASHING, TAPE SEAMS VAPOR BARRIER - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. JAMB AT EXTERIOR DOOR (HORIZONTAL LAP)7 HEAD AT EXTERIOR DOOR (HORIZONTAL LAP)6 LAP SIDING CONDITIONS SEE STRUCTURAL INSUL. HEADER SHIM & WOOD BLOCKING AS REQ'D. FRAME, SEE FINISH NOTES. CAULK SEE SCHEDULE FOR DOOR TYPE EXTERIOR INTERIOR FIBER CEMENT LAP SIDING FRAME, SEE FINISH NOTES. ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 HINGE CAULK 5/4 X 4 FIBER CEMENT SEE ELEVATIONS. SEE SCHEDULE FOR DOOR TYPE EXTERIOR INTERIOR MDF TRIM, PAINT, TYP. VAPOR BARRIER WRAP INTO FRAME "BLUE" SHEATHING SHEATHING Z-FLASHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING FIBER CEMENT LAP SIDING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 STARTER STRIP 1/4" GAP, DO NOT CAULK LEAVE APPROPRIATE GAP AND CAULK SILL AT WINDOW (HORIZONTAL LAP) (JAMB SIM.)5 HEAD AT WINDOW (HORIZONTAL LAP)4 WINDOW CAULKING BETWEEN FLANGE & BARRIER VAPOR BARRIER WRAP INTO FRAME "BLUE" MDF WINDOW SILL W/ ENDS 1" PROUD OF WINDOW FINISHED OPENING @ BOTH SIDES, PAINT MDF 1X4 TRIM @ WINDOW APRON, PAINT. WRAP GWB @ JAMB SIM TO HEAD, TYP GWB WRAPPED JAMB & HEAD, TYP SHEATHING SEALANT & BACKER ROD INSUL. GLASS CAULK SHEATHING Z-FLASHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING FIBER CEMENT LAP SIDING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4" INSUL. HEADER SEE STRUCTURAL SHIM & WOOD BLOCKING AS REQ'D. GWB WRAPPED JAMB & HEAD, TYP WINDOW FRAME, SEE SCHEDULE FOR WINDOW TYPE. WINDOW FRAME, SEE SCHEDULE FOR WINDOW TYPE. 5/4 X 4 FIBER CEMENT TRIM, U.N.O. SEE ELEVATIONS. ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 FIBER CEMENT LAP SIDING STARTER STRIP 1/4" GAP, DO NOT CAULK LEAVE APPROPRIATE GAP AND CAULK VAPOR BARRIER WRAP INTO FRAME "BLUE" AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. MDF TRIM, PAINT, TYP. VAPOR BARRIER WRAP INTO FRAME "BLUE" FLASHING @ SILL. OMIT AT JAMB - SIM DOOR JAMB JAMB AT EXTERIOR DOOR (METAL SIDING) NOT USED NOT USED HEAD AT EXTERIOR DOOR (METAL SIDING) METAL SIDING CONDITIONS SEE STRUCTURAL INSUL. HEADER SHIM & WOOD BLOCKING AS REQ'D. FRAME, SEE FINISH NOTES. CAULK SEE SCHEDULE FOR DOOR TYPE EXTERIOR INTERIOR FRAME, SEE FINISH NOTES. ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE AND SEE 3/A8.1 HINGE CAULK 5/4 X 4 FIBER CEMENT SEE ELEVATIONS. SEE SCHEDULE FOR DOOR TYPE EXTERIOR INTERIOR MDF TRIM, PAINT, TYP. MDF TRIM, PAINT, TYP. VAPOR BARRIER WRAP INTO FRAME "BLUE" SHEATHING SHEATHING Z-FLASHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE AND SEE 3/A8.1 1/4" GAP, DO NOT CAULK LEAVE APPROPRIATE GAP AND CAULK J-METAL PERF TRIM @ HEAD, TYP METAL SIDING J-METAL TRIM METAL SIDING VAPOR BARRIERBUILDING WRAP "RED" OVER FLASHING, TAPE SEAMS BUILDING WRAP "RED" OVER FLASHING, TAPE SEAMS VAPOR BARRIER - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. 11 9 8 10 EXTERIOR DETAILS - VINYL & PREHUNG - WINDOW & DOOR HARDIE TRIM TO FURR OUT TO MATCH OTHER TRIM NOT USED NOT USED 1 NOT USED 2 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.1a 3"=1'-0" A8.1b EXTERIOR DETAILS - STOREFRONT - WINDOW & DOOR WINDOW & DOOR FLASHING DETAIL3 TYPICAL OF ALL WINDOW CONDITIONS (3) TAPE AT SEAM OF BUILDING WRAP BUILDING WRAP AND FLEX WRAP INSTALLED TO END OF FRAMING. SET IN SEALANT FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER INSTALL TYVEK FLEXWRAP AROUND PERIMETER OF SILL & UP 6" ON JAMBS 6" BUILDING WRAP FOLDED INTO WINDOW OPENING SIDES & SILL A B C (1) (2) (4) (7) (6) (5) (8)(9) (9) EXTEND PAST, BOTH SIDES EXTEND PAST, BOTH SIDES WINDOW WATERPROOF MEMBRANE ASSEMBLY SEQUENCE - THAT MUST BE VERIFIED W/ WINDOW & DOOR MANUFACTURER AND INSTALLED PER WARRANTY REQUIREMENTS FIRST AND FOREMOST. 1.FOLD BUILDING WRAP INTO ROUGH OPENING FRAMING USING THE MODIFIED "I" CUT. MAKE HORIZONTAL CUT @ TOP THEN (2) 45° ANGLED CUTS. LAP AND TAPE ALL SEAMS PER MANUFACTURER'S INSTRUCTIONS. 2.FOLD UP BUILDING WRAP TAB AT HEAD & TAPE OUT OF THE WAY- SEE DETAIL "A". 3.INSTALL FLEXWRAP AROUND PERIMETER OF SILL & EXTEND FLEXWRAP A MINIMUM OF 6" UP JAMBS. INSTALL USING MECHANICAL FASTENERS AT CORNERS - SEE DETAIL "C". 4.INSTALL WINDOW w/ CONTINUOUS BEAD OF CAULK AROUND PERIMETER. ONCE FASTENERS ARE IN PLACE TOOL CAULKING FLAT TO ENSURE SUBSEQUENT BUILDING MATERIALS LAY FLAT @ SIDES & BOTTOM. REMOVE EXCESS CAULKING @ TOP TO ENSURE DRY SURFACE FOR APPLYING SUBSEQUENT WATERPROOFING MEMBRANE. 5.AT SILL - APPLY 6" FLASHING TAPE WATERPROOF MEMBRANE PER APPROVED SUBMITTAL OVER NAILING FIN. 6.ALL JAMBS - APPLY 6" FLASHING TAPE WATERPROOF MEMBRANE PER APPROVED SUBMITTAL OVER NAILING FIN. 7.AT HEAD - APPLY 6" FLASHING TAPE WATERPROOF MEMBRANE PER APPROVED SUBMITTAL OVER NAILING FIN. 8.INSTALL HEAD TRIM & FLASHING PER WINDOW / DOOR MANUFACTURER'S INSTRUCTION. HEAD TRIM NOT SHOWN IN DETAIL ABOVE - SEE HEAD DETAILS THIS SHEET FOR TRIM INFORMATION. 9.FOLD DOWN BUILDING WRAP TAB OVER FLASHING @ HEAD AND TAPE 45° SEAMS AND BOTTOM OF FLAP. TAPE PER MANUFACTURERS' INSTRUCTIONS. 10.ADD LOW EXPANDING SPRAY FOAM TO AIR SEAL OPENINGS AROUND INTERIOR PERIMETER. STUFFING INSULATION IS NOT ALLOWED (NOT SHOWN ABOVE). 11.CAULK & TOOL INTERIOR PERIMETER OF WINDOW / DOOR (NOT SHOWN ABOVE). NOTE: INSTALL WINDOWS AND DOORS PER MANUFACTURER INSTRUCTIONS. AIR INFILTRATION BARRIER (AKA - BUILDING WRAP) Rigid Insulation Note RIGID INSULATION IS REQUIRED PER EARTH ADVANTAGE ON ALL EXTERIOR WALL ASSEMBLIES. PRODUCT SPECIFICATIONS THIS SHEET NOTE: PRODUCTS SPECIFICALLY SPECIFIED ON THIS SHEET THAT REQUIRE PRIOR APPROVAL. 1.AIR INFILTRATION BARRIER PER LEGEND BELOW 2.VAPOR RETARDER PER LEGEND BELOW AIR INFILTRATION BARRIER AT ALL LOCATION OTHER THAN NOTED BELOW MUST BE TYVEK DRAIN WRAP. LEGEND VAPOR RETARDER: CLASS 1 PERM LESS THAN OR EQUAL TO 0.1 l/(s-m2)@75 Pa JAMB AT EXTERIOR DOOR (HORIZONTAL LAP)7ALT HEAD AT EXTERIOR DOOR (HORIZONTAL LAP)6ALT STOREFRONT - ALTERNATE (BOARD & BATTEN SIM) SEE STRUCTURAL INSUL. HEADER SHIM & WOOD BLOCKING AS REQ'D. EXTERIOR INTERIOR FIBER CEMENT LAP SIDING EXTERIOR INTERIOR MDF TRIM, PAINT, TYP. VAPOR BARRIER WRAP INTO FRAME "BLUE" SHEATHING SILL AT WINDOW (HORIZONTAL LAP) (JAMB SIM.)5ALT HEAD AT WINDOW (HORIZONTAL LAP)4ALT STOREFRONT VAPOR BARRIER WRAP INTO FRAME "BLUE" MDF WINDOW SILL W/ ENDS 1" PROUD OF WINDOW FINISHED OPENING @ BOTH SIDES, PAINT MDF TRIM @ WINDOW APRON, PAINT. WRAP GWB @ JAMB SIM TO HEAD, TYP GWB WRAPPED JAMB & HEAD, TYP SHEATHING SEALANT & BACKER ROD STOREFRONT SHEATHING Z-FLASHING FLEXIBLE FLASHING OVER FLASHING FIBER CEMENT LAP SIDING EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4" INSUL. HEADER SEE STRUCTURAL SHIM & WOOD BLOCKING AS REQ'D. GWB WRAPPED JAMB & HEAD, TYP FIBER CEMENT SIDING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 STARTER STRIP 1/4" GAP, DO NOT CAULK LEAVE APPROPRIATE GAP AND CAULK VAPOR BARRIER WRAP INTO FRAME "BLUE" AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. MDF TRIM, PAINT, TYP. VAPOR BARRIER WRAP INTO FRAME "BLUE" METAL FLASHING SHEATHING Z-FLASHING FLEXIBLE FLASHING OVER FLASHING FIBER CEMENT LAP SIDING STARTER STRIP PERFORATED J METAL TRIM; CREATE A HOLE EVERY 6" AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS J METAL TRIM STOREFRONT DOOR STOREFRONT DOOR CAULK CAULK BACKERROD AND SEALANT CAULK CAULK CAULK BACKER ROD AND CAULK CAULK ALIGN W/ EDGE OF RIGID ALIGN W/ EDGE OF RIGID ALIGN W/ EDGE OF RIGID ALIGN W/ EDGE OF RIGID J-METAL PERF TRIM @ HEAD, PERF. EVERY 6", TYP JAMB AT EXTERIOR DOOR (HORIZONTAL LAP)7 HEAD AT EXTERIOR DOOR (HORIZONTAL LAP)6 VPI VINYL @ LAP SIDING (BOARD & BATTEN SIM)HM STEEL DOORS (BOARD & BATTEN SIM) SILL AT WINDOW (HORIZONTAL LAP) (JAMB SIM.)5 HEAD AT WINDOW (HORIZONTAL LAP)4 WINDOW CAULKING BETWEEN FLANGE & BARRIER VAPOR BARRIER WRAP INTO FRAME "BLUE" MDF WINDOW SILL W/ ENDS 1" PROUD OF WINDOW FINISHED OPENING @ BOTH SIDES, PAINT MDF 1X4 TRIM @ WINDOW APRON, PAINT. WRAP GWB @ JAMB SIM TO HEAD, TYP GWB WRAPPED JAMB & HEAD, TYP SHEATHING SEALANT & BACKER ROD INSUL. GLASS CAULK SHEATHING Z-FLASHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING FIBER CEMENT LAP SIDING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4" INSUL. HEADER SEE STRUCTURAL SHIM & WOOD BLOCKING AS REQ'D. GWB WRAPPED JAMB & HEAD, TYP WINDOW FRAME, SEE SCHEDULE FOR WINDOW TYPE. WINDOW FRAME, SEE SCHEDULE FOR WINDOW TYPE. 5/4 X 4 FIBER CEMENT TRIM, U.N.O. SEE ELEVATIONS. ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 FIBER CEMENT LAP SIDING STARTER STRIP 1/4" GAP, DO NOT CAULK LEAVE APPROPRIATE GAP AND CAULK VAPOR BARRIER WRAP INTO FRAME "BLUE" AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. FLASHING @ SILL. OMIT AT JAMB - SIM DOOR JAMB SIM WINDOW DETAIL 4/A8.1c SIM WINDOW DETAIL 5/A8.1c JAMB AT EXTERIOR DOOR (HORIZONTAL LAP)9 HEAD AT EXTERIOR DOOR (HORIZONTAL LAP)8 SEE STRUCTURAL INSUL. HEADER SHIM & WOOD BLOCKING AS REQ'D. FRAME, SEE FINISH NOTES. CAULK SEE SCHEDULE FOR DOOR TYPE EXTERIOR INTERIOR FIBER CEMENT LAP SIDING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 HINGE 5/4 X 4 FIBER CEMENT SEE ELEVATIONS. EXTERIOR INTERIOR VAPOR BARRIER WRAP INTO FRAME "BLUE" SHEATHING SHEATHING Z-FLASHING 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS. FLEXIBLE FLASHING OVER FLASHING FIBER CEMENT LAP SIDING ADHESIVE TAPE (6" WIDE) "STICKEY TAPE" APPLIED TO FLANGE, SEE 3/A8.1 STARTER STRIP 1/4" GAP, DO NOT CAULK LEAVE APPROPRIATE GAP AND CAULK AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS AIR INFILTRATION BARRIER "RED" OVER FLASHING, TAPE SEAMS - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. - INDICATES A CONTINUOUS BEAD OF SEALANT / CAULK REQUIRED PER E.G.C. VAPOR BARRIER WRAP INTO FRAME "BLUE" CAULK FRAME, SEE FINISH NOTES. CAULK SEE SCHEDULE FOR DOOR TYPE CAULK 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.1b DOOR SILL / THRESHOLDSURESILL SLOPED SILL PAN. (CONTRACTOR OPTION -GALVANIZED PAN FLASHING) SELF ADHESIVE FLASHING TAPE. SEE 3/A8.1a. INSTALL A TOP SHEATHING INTERIOR FINISHES NOT SHOWN FOR CLARITY ** ENSURE THRESHOLDS ARE EMBEDDED IN (3) ROWS CONTINUOUS SEALANT & SHEET METAL PAN FLASHING. 3" LIP & END DAM, BACK DAM SHOULD ALIGN W/ ADJ MATERIAL. INTEGRATED WEEP HOLE OPENINGS IN SURESILL PAN FOR DRAINAGE. PAN CAN BE INSTALLED WITH VERTICAL TAB OR NOT. (WITHOUT VERTICAL TAB SHOWN FOR THIS CONDITION) FOLLOW MANUFACTURER INSTRUCTIONS. EMBEDDED SURESILL PAN IN BED OF (3) ROWS CONTINUOUS SEALANT. INSTALL PER MANUFACTURER. THRESHOLD MUST EXTEND PAST EXPANSION JOINT BELOW TOP OF CONCRETE TOPPING BACKER ROD & SEALANT COMPRESSIBLE EXPANSION JOINT FILLER FOUNDATION WALL. SEE STRUCTURAL 26 GA. 3"x6" CONTINUOUS GALVANIZED METAL FLASHING @ PERIMETER OF ENTIRE DECK & AROUND DECK RAIL OPENING. EMBED ALL SEAMS IN SEALANT. DOOR BOTTOM (FOR 1 3/4" DOOR) EXTERIOR 14" MA X 14" M A X 12" MA X SEE SCHEDULE FOR DOOR TYPE ** ENSURE THRESHOLDS ARE EMBEDDED IN (3) ROWS OF CONTINUOUS SEALANT SELF ADHESIVE FLASHING TAPE FINISH FLOOR SEE STRUCTURAL FOR FRAMING & FOUNDATION. SEE CIVIL 12 DOOR SILL / THRESHOLD ADA DOOR SILL / THRESHOLD INSTALLED W/ (3) ROWS OF CONTINUOUS SEALANT (N) BACKER ROD & SEALANT INSTALL (N) THRESHOLD OVER JOINT (N) COMPRESSIBLE EXPANSION JOINT FILLER INTERIOR CO N C R E T E SL A B P R E P CO M P A C T E D G R A D E SE E C I V I L & S O I L R E P O R T SURESILL SLOPED SILL PAN. (CONTRACTOR OPTION -GALVANIZED PAN FLASHING) SEE DETAIL 2 & 4 A8.1b METAL FLASHING WITH 4" LEG & BACK DAM SHOULD ALIGN W/ ADJ MATERIAL. EMBEDDED IN (3) ROWS OF CONTINUOUS SEALANT FLOOR STRUCTURE SEE SECTIONS & A0.2 NOTE: SEE A8.2 DETAILS FOR SIDING TO EXTERIOR SLAB DETAIL EXTERIOR DOOR SILL PAN @ CONCRETE SIDEWALK 3D DETAIL OF EXTERIOR DOOR SILL PAN @ CONCRETE SIDEWALK2 EXTERIOR DOOR SILL @ CONCRETE SIDEWALK1 3"=1'-0" A8.1cSLOPE 1/4:12 (INCLUDING FRAMING) DOOR SILL / THRESHOLD (PER MANUF. @ SLIDING DOORS) DOOR BOTTOM (FOR 1 3/4" DOOR) EXTERIOR 14" MA X 14" M A X 12" M A X SEE SCHEDULE FOR DOOR TYPE ** ENSURE THRESHOLDS ARE EMBEDDED IN SEALANT & SHEET METAL PAN FLASHING. 3" LIP & END DAM, BACK DAM SHOULD ALIGN W/ ADJ MATERIAL. SURESILL SLOPED SILL PAN. (CONTRACTOR OPTION -GALVANIZED PAN FLASHING) SELF ADHESIVE FLASHING TAPE SEE 4/A8.1b FOR INFORMATION ON METAL DRIP FLASHING AT DECK STEP F-4 3 4" WRB = WATER RESISTIVE BARRIER MEMBRANE F-# 3D DETAIL OF EXTERIOR DOOR SILL PAN @ FRAMED DECK4 DOOR SILL / THRESHOLDSURESILL SLOPED SILL PAN. (CONTRACTOR OPTION -GALVANIZED PAN FLASHING) SELF ADHESIVE FLASHING TAPE. SEE 3/A8.1a. INSTALL A TOP SHEATHING INTERIOR FINISHES NOT SHOWN FOR CLARITY ** ENSURE THRESHOLDS ARE EMBEDDED IN (3) ROWS CONTINUOUS SEALANT & SHEET METAL PAN FLASHING. 3" LIP & END DAM, BACK DAM SHOULD ALIGN W/ ADJ MATERIAL. INTEGRATED WEEP HOLE OPENINGS IN SURESILL PAN FOR DRAINAGE. PAN CAN BE INSTALLED WITH VERTICAL TAB OR NOT. FOLLOW MANUFACTURER INSTRUCTIONS. EMBEDDED SURESILL PAN IN BED OF (3) ROWS CONTINUOUS SEALANT. INSTALL PER MANUFACTURER. PRODUCT SPECIFICATIONS THIS SHEET NOTE: PRODUCTS SPECIFICALLY SPECIFIED ON THIS SHEET THAT REQUIRE PRIOR APPROVAL: 1.DOOR SILL PAN MANUFACTURER: SURESILL SILL PAN TO BE INSTALLED OR GALVANIZED SHEET METAL SILL PAN CAN BE INSTALLED IN LIEU OF SURE SILL. 2.WATER RESISTIVE BARRIER MEMBRANE (WRB) MANUFACTURER: MFM, SUBSEAL 40. 40 MIL, (2) LAYERS ARE REQUIRED, INSTALL PER MANUFACTURER INSTRUCTIONS. SEE 5, 6, 7/A7.2 & 3a,b,c&d & 4/A8.4. 3.DRAINAGE MAT MANUFACTURER: DRIWALL™ PREFABRICATED COMPOSITE DRAIN (PCD) REQUIRED TO BE INSTALLED ABOVE (2) LAYERS OF WRB MEMBRANE. SEE 5, 6, 7/A7.2 & 3a,b,c&d & 4/A8.4. DRIP EDGE MUST EXTEND PAST EDGE OF DECKING BELOW TOP OF FINISH DECKING FLOOR STRUCTURE SEE SECTIONS & A0.2 WALL STRUCTURE SEE PLANS & A0.2 26 GA. 3"x6" CONTINUOUS GALVANIZED METAL FLASHING @ PERIMETER OF ENTIRE DECK & AROUND DECK RAIL OPENING. EMBED ALL SEAMS IN SEALANT. 26 GA. 3"x6" CONTINUOUS GALVANIZED METAL FLASHING @ PERIMETER OF ENTIRE DECK & AROUND DECK RAIL OPENING. EMBED ALL SEAMS IN SEALANT. 40 MIL LAYER OF WRB WITH SEAMS OVERLAPPED MINIMUM 6". SEAL ALL SEAMS IN SEALANT. WRAP INTO DOOR OPENING AS SHOWN, DEPTH OF THRESHOLD. WRAP OVER RIGID INSULATION. (N) FLOOR FINISH, SEE ROOM FINISH SCHEDULE, TYP. NOTE: ALL MATERIALS TO BE INSTALLED FROM LOWEST POINT UPWARD AND ALWAYS LAPPING TO PROMOTE DRAINAGE OUT OF OR AWAY FROM SEAMS. EXTERIOR DOOR SILL PAN DETAILS @ TREX DECKING 3 EXTERIOR DOOR SILL @ FRAMED DECK P.T. 2x DECK FRAMING. SEE STRUCTURAL. FURRING STRIPS AND SIDING NOT SHOWN FOR CLARITY JOIST HANGER SHOWN AS REPRESENTATIONAL. SEE STRUCTURAL FOR SPECIFIED CONNECTION TO BE USED. NOTE: PROVIDE PUBLIC ACCESS SILL THERMAL BREAK AT ALL MAIN LEVEL DOOR LOCATIONS - NO EXCEPTIONS PAN FLASHING / DOOR THRESHOLD FASTING NOTES: 1. FASTENER PENETRATIONS SHOULD BE PRE-DRILLED WITH A DRILL DIAMETER 1/16” LESS THAN INTERNAL MINOR THREAD OF THE FASTENER. 2. FASTENER PENETRATIONS SHOULD BE MINIMUM 12” APART. 3. PRE-DRILLED HOLES SHOULD BE ABUNDANTLY FILLED WITH APPROVED SEALANT, IMMEDIATELY PRIOR TO PLACEMENT OF FASTENERS. 4. FASTENERS SHOULD BE DRIVEN IN WET AND UN-CURED SEALANT ONLY ONE TIME PER FASTENER, SQUEEZING THE EXCESS OF THE SEALANT, AND EMBEDDING FASTENERS IN CONTINUOUS SEALANT, INCLUDING TOP OF FASTENER HEADS. 5. FASTENERS SHOULD BE 100% STAINLESS STEEL. 6. FASTENER HEADS SHOULD BE COVERED WITH SEALANT, AND IF POSSIBLE WITH A SAF ON TOP OF THE TOLLED SEALANT. 7. IF THERE IS A SUB FLOOR, LIKE CDX OR SIMILAR, FASTENERS SHOULD NOT PENETRATE CDX THROUGH THE BOTTOM SURFACE. NOTE: SEE DETAIL 4/A8.1b FOR SURESILL PAN DETAIL WRB = WATER RESISTIVE BARRIER MEMBRANE NOTE: ALL MATERIALS TO BE INSTALLED FROM LOWEST POINT UPWARD AND ALWAYS LAPPING TO PROMOTE DRAINAGE OUT OF OR AWAY FROM SEAMS. NOTE: PROVIDE PUBLIC ACCESS SILL THERMAL BREAK AT ALL MAIN LEVEL DOOR LOCATIONS - NO EXCEPTIONS PAN FLASHING / DOOR THRESHOLD FASTING NOTES: 1. FASTENER PENETRATIONS SHOULD BE PRE-DRILLED WITH A DRILL DIAMETER 1/16” LESS THAN INTERNAL MINOR THREAD OF THE FASTENER. 2. FASTENER PENETRATIONS SHOULD BE MINIMUM 12” APART. 3. PRE-DRILLED HOLES SHOULD BE ABUNDANTLY FILLED WITH APPROVED SEALANT, IMMEDIATELY PRIOR TO PLACEMENT OF FASTENERS. 4. FASTENERS SHOULD BE DRIVEN IN WET AND UN-CURED SEALANT ONLY ONE TIME PER FASTENER, SQUEEZING THE EXCESS OF THE SEALANT, AND EMBEDDING FASTENERS IN CONTINUOUS SEALANT, INCLUDING TOP OF FASTENER HEADS. 5. FASTENERS SHOULD BE 100% STAINLESS STEEL. 6. FASTENER HEADS SHOULD BE COVERED WITH SEALANT, AND IF POSSIBLE WITH A SAF ON TOP OF THE TOLLED SEALANT. 7. IF THERE IS A SUB FLOOR, LIKE CDX OR SIMILAR, FASTENERS SHOULD NOT PENETRATE CDX THROUGH THE BOTTOM SURFACE. NOTE: SEE DETAIL 2/A8.1b FOR SURESILL PAN DETAIL NOTE: SEE A8.2 DETAILS FOR SIDING TO EXTERIOR SLAB DETAIL A8.1b EXTERIOR DETAILS - DOOR 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.1c EXTERIOR DETAILS - DOOR 3/4" = 1'-0" A8.2 RIGID INSULATION EXPANSION GAP TYP. SLAB ON GRADE CONST. REFER TO STRUCTURAL PLANS FOR SLAB & FOUNDATION CONSTRUCTION. WALL TO FOUNDATION @ EXTERIOR SLAB FIBER CEMENT LAP SIDING TO EXTERIOR SLAB F-6 F-6 CONTINUOUS BASE FLASHING W/ DRIP EDGE SET IN MASTIC AT FOUNDATION AIR INFILTRATION BARRIER APPROVED SHEATHING HORIZONTAL FIBER CEMENT LAP SIDING MINIMUM 1-1/4" OVERLAP STARTER STRIP MINIMUM 2" CLEARANCE @ FINISHED GRADE/SLAB, VERIFY WITH SIDING MANUFACTURER FLASHING AND COUNTER FLASHING 3" MIN 6" M I N FOUNDATION. SEE STRUCTURAL SIDING - SEE CONDITIONS BELOW DOWNSPOUT TIED INTO PVC HARD PIPE FOR DRAINAGE, SEE CIVIL DOWNSPOUT / SPLASH BLOCK1 FROST WALL DAMPROOFING REQUIRED PER SOILS REPORT F-6 CONTINUOUS BASE FLASHING W/ DRIP EDGE SET IN MASTIC AT FOUNDATION 2 4 WALL TO FOUNDATION @ GRADE FOUNDATION. SEE STRUCTURAL FIBER CEMENT LAP SIDING TO GRADE FROST WALL DAMPROOFING REQUIRED PER SOILS REPORT F-6 CONTINUOUS BASE FLASHING W/ DRIP EDGE SET IN MASTIC AT FOUNDATION AIR INFILTRATION BARRIER APPROVED SHEATHING HORIZONTAL FIBER CEMENT LAP SIDING MINIMUM 1-1/4" OVERLAP STARTER STRIP 3 5 FOUNDATION. SEE STRUCTURAL FROST WALL DAMPROOFING REQUIRED PER SOILS REPORT J-METAL PERF TRIM @ BASE, TYP METAL SIDING TO EXTERIOR SLAB FLEXIBLE FLASHING OVER FLASHING J-METAL PERF TRIM @ BASE, TYP FOUNDATION. SEE STRUCTURAL METAL SIDING, SEE ELEVATIONS & SPECS. METAL SIDING TO GRADE FROST WALL DAMPROOFING REQUIRED PER SOILS REPORT F-6 CONTINUOUS BASE FLASHING W/ DRIP EDGE SET IN MASTIC AT FOUNDATION AIR INFILTRATION BARRIER APPROVED SHEATHING PT PLATE PT PLATE PT PLATE PT CONTINUOUS BASE LASHING W/ DRIP EDGE SET IN MASTIC AT FOUNDATION. TYPICAL DETAILS 1-7 A8.2. WALL BASE FLOORING SEE FLOOR FINISH PLAN WALL BASE FLOORING SEE FLOOR FINISH PLAN WALL BASE FLOORING SEE FLOOR FINISH PLAN WALL BASE FLOORING SEE FLOOR FINISH PLAN SEE STRUCTURAL AND CIVIL DRAWINGS SEE STRUCTURAL AND CIVIL DRAWINGS SEE STRUCTURAL AND CIVIL DRAWINGS CONTINUOUS FLASHING RIGID INSULATION EXPANSION GAP TYP. SLAB ON GRADE CONST. REFER TO STRUCTURAL PLANS FOR SLAB & FOUNDATION CONSTRUCTION. F-6 F-6 CONTINUOUS BASE FLASHING W/ DRIP EDGE SET IN MASTIC AT FOUNDATION AIR INFILTRATION BARRIER APPROVED SHEATHING METAL SIDING, SEE ELEVATIONS & SPECS. MINIMUM 2" CLEARANCE @ FINISHED GRADE/SLAB, VERIFY WITH SIDING MANUFACTURER FLASHING AND COUNTER FLASHING 3" MIN 6" M I N FOUNDATION. SEE STRUCTURAL FROST WALL DAMPROOFING REQUIRED PER SOILS REPORT PT WALL BASE FLOORING SEE FLOOR FINISH PLAN CONTINUOUS FLASHING SEE CIVIL FOR HARD PIPE DRAINAGE 1-1/2" = 1'-0" A8.2 VAPOR BARRIER FIBER CEMENT LAP OR BOARD & BATT SIDING, SEE ELEVATIONS & SPECS. FLANGE SET IN SEALANT FASTENER SET IN SEALANT APPROVED CLOSED-CELL BACKER ROD AND SEALANT AROUND PERIMETER OF PENETRATION APPROVED MEMBRANE FLASHING TAPE AROUND PERIMETER OF DUCT PENETRATION, 2" MIN. LAP OVER WEATHER RESISTIVE BARRIER DRYER VENT ASSEMBLY (SEE NOTE BELOW) APPROVED CORROSION RESISTANT FASTENER WITH PLASTIC WASHER AND THERMAL BREAK NOTE: DRYER VENT ASSEMBLY MUST BE SUPPLIED AS TWO INDEPENDENT PARTS. SHEET METAL DUCT MUST BE INSTALLED PRIOR TO LAP SIDING INSTALLATION TO INSTALL MEMBRANE FLASHING TAPE SEAL BACKER ROD AND SEALANT TO BE APPLIED PRIOR TO DRYER VENT COVER ATTACHMENT 5/4 X 4 FIBER CEMENT TRIM ON ALL 4 SIDES, TYP. SEE HORIZONTAL LAP DETAIL ABOVE VENT DETAIL @ ALL SIDING TYPES15 AIR INFILTRATION BARRIER FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. FLEXIBLE FLASHING OVER FLASHING 5 4 X 4 FIBER CEMENT TRIM BOARDS, SEE SPECS. LEAVE APPROPRIATE GAP AND CAULK CONTINUOUS Z-FLASHING 12 COORDINATE IN FIELD. SIMILAR FOR METAL FOR PENETRATIONS IN THE BUILDING ENVELOPE SUCH AS HOSE BIBS & DRYER VENTS, A BLOCK OF 5/4, 4/4 BOARD & BATT TRIM BOARDS SHOULD BE INSTALLED AROUND THE POINT OF PENETRATION. BLOCKING SHOULD BE A MINIMUM 3” RADIUS GREATER THAN THE RADIUS OF THE PENETRATION. FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. AIR INFILTRATION BARRIER EXTERIOR SHEATHING LEAVE APPROPRIATE GAP AND CAULK 4 4 X 3 FIBER CEMENT VERTICAL BATTEN, SEE SPECS. LEAVE APPROPRIATE GAP AND CAULK CAULK HORIZONTAL LAP TO HORIZONTAL LAP SIDING9 13 HLD OR XLD TRIM R R MINIMUM 22.5 WEATHER CUT OUTSIDE CORNER TRIM CONDITIONS INSIDE CORNER TRIM CONDITIONS HORIZONTAL LAP TO HORIZONTAL LAP SIDING6 AIR INFILTRATION BARRIER FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. LEAVE APPROPRIATE GAP AND CAULK LEAVE APPROPRIATE GAP AND CAULK 5 4 X 4 FIBER CEMENT TRIM BOARDS, SEE SPECS. HORIZONTAL CONDITIONS 8 NOT USED HORIZONTAL LAP TO HORIZONTAL LAP SIDING STARTER STRIP 1/4" GAP, DO NOT CAULK MINIMUM 1-1/4" OVERLAP FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. HORIZONTAL LAP SIDING TO METAL SIDING EXTERIOR SHEATHING METAL SIDING TO METAL SIDING7 AIR INFILTRATION BARRIER METAL SIDING, SEE ELEVATIONS & SPECS. 5 4 X 4 FIBER CEMENT TRIM BOARDS, SEE SPECS. EXTERIOR SHEATHING METAL SIDING, SEE ELEVATIONS & SPECS. LEAVE APPROPRIATE GAP AND CAULK JUNCTION & FOAM BACKING ROD METAL J CHANNEL, SEE SPECS. LEAVE APPROPRIATE GAP AND CAULK JUNCTION & FOAM BACKING ROD METAL J CHANNEL, SEE SPECS. AIR INFILTRATION BARRIER 4 4 X 3 FIBER CEMENT VERTICAL BATTEN, SEE SPECS. CAULK 10 METAL SIDING TO METAL SIDING EXTERIOR SHEATHING METAL SIDING, SEE ELEVATIONS & SPECS. METAL SIDING, SEE ELEVATIONS & SPECS. METAL J CHANNEL, SEE SPECS. LEAVE APPROPRIATE GAP AND CAULK JUNCTION & FOAM BACKING ROD LEAVE APPROPRIATE GAP AND CAULK JUNCTION & FOAM BACKING ROD METAL J CHANNEL, SEE SPECS. AIR INFILTRATION BARRIER 4 4 X 3 FIBER CEMENT VERTICAL BATTEN, SEE SPECS. CAULK 11 HORIZONTAL LAP SIDING TO METAL SIDING EXTERIOR SHEATHING METAL SIDING, SEE ELEVATIONS & SPECS. METAL J CHANNEL, SEE SPECS. LEAVE APPROPRIATE GAP AND CAULK JUNCTION & FOAM BACKING ROD LEAVE APPROPRIATE GAP AND CAULK FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. APPROVED SHEATHING AIR INFILTRATION BARRIER FIBER CEMENT LAP SIDING, SEE ELEVATIONS & SPECS. FLEXIBLE FLASHING OVER FLASHING 5 4 X 4 FIBER CEMENT TRIM BOARDS, SEE SPECS. CONTINUOUS Z-FLASHING STARTER STRIP 1/4" GAP, DO NOT CAULK MINIMUM 1-1/4" OVERLAP APPROVED SHEATHING LEAVE APPROPRIATE GAP AND CAULK METAL SIDING, SEE ELEVATIONS & SPECS. METAL J CHANNEL, SEE SPECS. APPROVED SHEATHING NOT USED14 TYPICAL DRYER OR LIGHT FIXTURE BLOCK PAINT VENT (B&B SIDING SIM)(B&B SIDING SIM) (B&B SIDING SIM) 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.2 EXTERIOR DETAILS - SIDING 1-1/2" VERIFY W/ MANUF. CAP SHINGLES NOTES: 1.Ensure filter is centered on the ridge and sits flush on shingles prior to nailing. 2.Verify roofing thickness prior to installation as to ensure nails will penetrate the underside of roof deck. 3.Nail per manufacturer's recommendations. Over nailing can cause buckling of vent. Under nailing can cause nails to back out of decking. 4.Leave adequate gap (per manufacturer) between ridge vents ends to allow for expansion. SHINGLE OVER RIDGE VENT TOP CHORD OF PRE-MANUF ROOF TRUSS. SEE STRUCTURAL FASTENERS, PER MANUF. AIR SPACE AI R F L O W EX H A U S T RIDGE VENT DETAIL @ ALL GABLE ROOFS4 ASPHALT SHINGLE ROOF VENTING DETAILS ASPHALT SHINGLE ROOF GUTTER DETAILS ASPHALT SHINGLES SHINGLES TO EXTEND 1/4" MIN TO 1/2" MAX OVER DRIP EDGE AND SET IN ASPHALT CEMENT ICE & W A T E R S H I E L D 3'-0" M I N F R O M E X T E R I O R W A L L EAVE & GUTTER DETAIL3 ICE & WATER SHIELD, EXTEND 3'-0" TOWARD INTERIOR, FROM INTERIOR FACE OF STUD WALL. SEE ROOF PLAN. SEE A0.2 FOR WALL ASSEMBLY METAL DRIP EDGE TO OVERLAP GUTTER FOR DRAINAGE K STYLE GUTTER, SUPPORT BRACKETS PER MANUFACTURER. THE FRONT OF THE GUTTER SHOULD BE A MIN. 1'' LOWER THAN THE BACK TO ALLOW FOR OVERFLOW. FASCIA 2x SUB FASCIA, TYP CONTINUOUS METAL VENTED SOFFIT TAPE TOP EDGE OF FLASHING TO ICE & WATER SHIELD ROOF TRUSS, SEE STRUCTURAL ASPHALT SHINGLES LAP SHINGLES OVER TOP OF PREFORMED METAL ROOF VENT SEAL PREFORMED METAL ROOF VENT TO SHEATHING WITH TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) LAP BOTTOM COURSE OF SHINGLES UNDER PREFORMED METAL ROOF VENT ASPHALT SHINGLE ROOF PENETRATION DETAILS ROOF PENETRATION DETAIL6 EXHA U S T CORAVENT "IN" VENT5 3/4" = 1'-0" A8.3aROOF OVERHANG DETAILS EAVE DETAIL SEE A0.2 SCALE: 3/4" = 1'-0" RAKE DETAIL SCALE: 3/4" = 1'-0" ROOF ASSEMBLY, SEE BLDG ASSEMBLIES & SECTIONS & SPECIFICATIONS FOR PROPRIETARY GWB INFO. PRE-MANUF ROOF TRUSS W/ ENERGY HEEL. SEE STRUCTURAL FOR TIE DOWN / BLOCKING REQUIREMENTS. INSULATION, SEE ROOF ASSEMBLY METAL DRIP EDGE. FLEXIBLE FLASHING OVER FLASHING AT TOP EDGE. K STYLE GUTTER SEE DETAIL THIS SHEET & SPEC FOR REQUIREMENTS. METAL FASCIA, COLOR TBD 2x SUB FASCIA, TYP SOFFIT BLOCKING/NAILER AS REQUIRED WALL ASSEMBLY VARIES, SEE WALL TYPES AND ELEVATIONS FOR REQUIREMENTS. CONTINUOUS METAL VENTED SOFFIT. CUT TO ALLOW FOR EXPANSION PER MFR, SEE SPECIFICATIONS. 4/4 X 3 FIBER CEMENT TRIM BOARDS, SEE SPECS. CAULK TRIM TO SIDING & TRIM TO J CHANNEL. 2x SUB FASCIA, TYP. SEE SPECS. SOFFIT BLOCKING/NAILER AS REQUIRED TOP CHORD OF PRE-MANUF ROOF TRUSS. SEE FRAMING FOR STRUCTURAL TIE DOWN BLKG REQUIREMENTS ICE AN WATER SHIELD, EXTEND 3'-0" TOWARD INTERIOR FROM INTERIOR FACE OF STUD WALL. SEE ROOF PLAN. 2" 6"6" 3" 4" OR 2X6 BEVELED BLKGNOTCH FOR VENTILATION EVERY OTHER BAY, INSTALL CARDBOARD BAFFLE FOR MIN,1" AIRSPACE REQ. METAL DRIP EDGE. FLEXIBLE FLASHING OVER FLASHING AT TOP EDGE. METAL FASCIA, COLOR TBD. SEE SPECS. 4 4 X 3 FIBER CEMENT TRIM BOARDS. CAULK TRIM TO SIDING & TRIM TO SOFFIT BOARD CONT VENTED ROLEX METAL SOFFIT 2X4 BLKG TYP EVERY OTHER BAY 12d TOENAIL @ 4"O.C. SIMPSON H2.5 EDGE NAIL TO MATCH SHEARWALL BELOW SIMPSON HANGER SIMPSON A35 FRAMING ANGLE @ 2'-0" O.C. MAX J CHANNEL PER SOFFIT MANUF J CHANNEL PER SOFFIT MANUF DROPPED TRUSS FOR LOOKOUTS SIMPSON LPT4 @ 1'-0" O.C. MAX O.C. 2 MIN. PER BLKG BAY 2X BLKG SEE A0.2 ROOF ASSEMBLY, SEE BLDG ASSEMBLIES & SECTIONS & SPECIFICATIONS FOR PROPRIETARY GWB INFO. J CHANNEL PER SIDING MANUFACTURER REQ. 1 2 E-# R-1 E-1 R-1 NOTES: SEE CODE PLAN REQUIREMENTS FOR EXACT FRT LOCATIONS (4'-0"). IN THESE LOCATIONS, SUBFASCIA IS MANDATORY. ICE & WATER SHIELD APPROVED SHEATHING TOP CHORD OF ROOF TRUSS, SEE STRUCTURAL ASPHALT SHINGLES 1 CORAVENT IN-VENT 14" MIN. CAULKING ENHANCED SNOW SCREEN™ 1" 1" AIR 3" AIR ICE & WATER SHIELD ASPHALT SHINGLES 1 2" SHINGLE OVERHANG CUT A 1-INCH WIDE SLOT OR A SERIES OF 1-INCH DIA. HOLES INTO THE ROOF DECK WITH THE 2 12" ROOFING NAILS PROVIDED, NAIL DOWN THE VENT EVERY 12 INCHES, USING THE STAPLES IN THE IN-VENT AS YOUR NAIL LINE. ALSO NAIL THE TOP EDGE OF THE IN-VENT EVERY 12 INCHES (NAILS MUST BE LONG ENOUGH TO PENETRATE THE ROOF DECK). 6'-0" ASPHALT SHINGLES ICE & WATER SHIELD METAL VALLEY FLASHING, PER ROOFING MFR. CONT. BEAD OF CAULK BETWEEN VALLEY FLASHING AND FELT UNDERLAYMENT. APPROVED SHEATHING WALL TO ASPHALT SHINGLE ROOF DETAILS ASPHALT SHINGLES KEEP NAILS 6" MIN FROM CENTER OF VALLEY WOVEN SHINGLE VALLEY EXTEND SHINGLES 12" MIN BEYOND CENTER OF VALLEY ASPHALT SHINGLE ROOF VALLEY DETAILS ROOF VALLEY DETAIL9 TAPE EDGE OF FLASHING OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) METAL VALLEY FLASHING NOTE: - FELT UNDERLAYMENT NOT SHOWN FOR CLARITY - TAPE TAPE ALL SHEATHING JOINTS IN ROOF WITHIN 18" OF VALLEY TAPE EDGE OF FLASHING OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) 18" MIN ICE & W A T E R S H I E L D 18" MIN ICE & W A T E R S H I E L D FELT VAPOR BARRIER SIDING SEE ELEVATIONS FELT APPROVED SHEATHING ASPHALT SHINGLES METAL STEP FLASHING KICKOUT SET IN A FULL BED OF ROOFING CEMENT 4" M I N APPROVED SHEATHING APPROVED SHEATHING VAPOR BARRIER SIDING SEE ELEVATIONS FELT APPROVED SHEATHING TOP CHORD OF ROOF TRUSS, SEE STRUCTURAL ASPHALT SHINGLES SEE STRUCTURAL SIDING TO ROOF @ TOP OF SLOPE7 SIDING TO ROOF @ SIDE8 ROOF UNDERLAYMENT FLASHING, SEE ENLARGED DETAIL TOP EDGE OF FLASHING TAPED TO WALL SHEATHING OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) ADHESIVE BACKED FLASHING RECOMMENDED (MUST MEET AC148) SHINGLE CAP VAPOR BARRIER 2" M I N TOP EDGE OF FLASHING TAPED TO WALL SHEATHING OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) STEP FLASHING INTERWOVEN WITH ASPHALT SHINGLES TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) INSTALLED AT JOINT WALL AND ROOF SHEATHING ASPHALT SHINGLES APPROVED SHEATHING TOP CHORD OF ROOF TRUSS, SEE STRUCTURAL 4" MIN 2" MIN HEAD LAP OVER LOWER STEP FLASHING PLACE NAILS HIGH TO BE OVERLAPPED BY NEXT UP SLOPE STEP FLASHING PLACE NAILS HIGH TO BE OVERLAPPED BY NEXT UP SLOPE STEP FLASHING TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) NOTE: FELT UNDERLAYMENT NOT SHOWN FOR CLARITY A I R F L O W SHINGLE CAP ROOF TO WALL STRIP VENT ROOF TO WALL STRIP VENT CAULK SNOW SCREEN CAULK ASPHALT SHINGLES MAX 1/2" SHINGLE CAP OVERHANG FOR AWF TO CLOSE PROPERLY 1" MI N VER I F Y W/ M A N U F . EXHA U S T 1-1/2" = 1'-0" A8.3a PER MANUFACTURE INSTALLATION INSTRUCTIONS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.3a EXTERIOR DETAILS - SHINGLE ROOF 3/4" = 1'-0" A8.3b SHED ROOF DETAILS B.O. BEAM PERGOLA DETAIL COMMUNITY BUILDING PERGOLA DETAIL3 METAL FLASHING CAP W/ INSECT SCREEN, SEE DETAIL 3/A4.3 2x2 STEEL TUBE @ 12" O.C. PERGOLA, POWDERCOAT T.O. SLAB 10'-0" A.F.F. 0'-0" A.F.F. 6" 1'-0" TYP 1' - 7 " SHAPE END OF GLULAMS GLULAM BEAMS, SEE STRUCTURAL GLULAM COLUMN, SEE STRUCTURAL SEE STRUCTURAL FOR COLUMN BASE DETAIL 80° SEE STRUCTURAL FOR CONNECTION DETAILS 1 WOOD BRACKET DETAIL 2 METAL AND WOOD AWNING DETAIL 1/4" STEEL PL AWNING 9" 12 4 2'-9"3"2" 3" 3"2" 2" 2" WATERPROOF SEALANT 3/4"Ø THRU-BOLTS CENTERED IN 2X BRACE (2) 'SIMPSON' SDS SCREWS W/ 3" EMBED INTO WOOD STUDS. TYPICAL AT EACH STUD (16" O.C.) 2" 2" 2" 2" 3" 3" 1 1 / 2 " 4'-0" 4' - 1 " 1" 1 1/2" (2) 2X6 KNEE BRACE @ 5'-0" O.C. MAX 3/4"Ø THRU-BOLTS CENTERED IN 2X BRACE 1 1 / 2 " PROVIDE WALL STUD @ 'SIMPSON' SCREW LOCATIONS 1/4" STEEL PL AWNING 3/4"Ø THRU BOLT 1/4" BENT U-PL 1/4" BENT U-PL 1" OFFSET OF SIDING BLOCK WITH FLASHING ON TOP EDGE SEE 15/A8.2 FLASH THE TOP OF THE SIDING TRIM BLOCK PIECE SEE 15/A8.2 1 1/2"1 1/2"3" 2" 3" 1 1 / 2 " 1"7"1" 1" 9" 1" 11 " 9" 1 3/4" 1" 1 3/4" 1" 1/ 4 " BE N T U- P L 'SIMPSON' SDS SCREWS W/ 3" PENETRATION, TYPICAL OF (4) 1/4" FACE PL 1" OFFSET SIDING BLOCK WITH FLASHING ATOP SEE 15/A8.2 12 3 1" 1 1/2" GL B S E E ST R U C FO R S I Z E GL B S E E ST R U C FO R S I Z E ROOF FRAMING IS NOT SHOWN IN ITS ENTIRETY FOR CLARITY PURPOSES DOUBLE 2X6 NOTCHED KNEE BRACE, 1 BRACE ON EACH SIDE OF TIBER PURLIN. 6" SEE STRUC 4'-5" BUILT-UP COLUMN WITHIN WALL FRAMING - SEE STRUC. PROVIDE 'SIMPSON' SCREWS @ WALL TO BRACE CONNECTION. 1" OFFSET OF SIDING BLOCK WITH FLASHING ATOP. SEE 15/A8.2 FOR WALL PENETRATION SIDING BLOCK DETAIL. PROVIDE 'SIMPSON' SCREWS @ WALL TO BRACE CONNECTION. 3/4"Ø THRU-BOLTS CENTERED IN 2X BRACE 3/4"Ø THRU-BOLTS CENTERED IN 2X BRACE 2" 2" 2" 2" 3" 3" 3" 2" 3" 3" 4' - 1 " T.O. SLAB 1' - 7 " SEE STRUCTURAL FOR CONNECTION DETAILS 7 6 ° 9 0 ° 3 12 GLULAM BEAMS, SEE STRUCTURAL GLULAM COLUMN, SEE STRUCTURAL SEE STRUCTURAL FOR COLUMN BASE DETAIL EAVE, SIM DETAILS 1&2/A8.3a GUTTER, SEE DETAILS 3/A8.3a BLOCKING, SEE STRUCTURAL SEE STRUCTURAL FOR TRUSS END EXTENSIONS AND FRAMING COMMUNITY BUILDING ROOF EXTENSION DETAIL4 1-1/2" = 1'-0" A8.3b 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.3b EXTERIOR DETAILS - MTL ROOF 3/4" = 1'-0" A8.4 GUARDRAIL DETAILS GUARDRAIL BEYOND (4) 1/2" DIA. X 4" LAG BOLTS 1/4" STEEL PLATE, POWDER COATED 1' - 1 " 7 1 / 2 " 1x8 WOOD TRIM SIDING, SEE ELEVATIONS 5/4 x 8 COMPOSITE TRIM (4) 1/2" DIA. X 4" LAG BOLTS 1/4" STEEL PLATE, POWDER COATED 7 1/4" 1/4" STEEL PLATE, POWDER COATED 2" SQ. T.S., POWDER COATED 5 1/2" 1" SQ. T.S., VERTICAL AT CENTER, SEE ELEVATIONS 5/4 x 8 COMPOSITE TRIM RIPPED TO WIDTH (4) 1/2" DIA. X 4" LAG BOLTS 3 1 / 2 " 2' - 8 1 / 2 " 4" MA X . 3' - 6 " 2x SOLID BLOCKING FOR RAILING CONNECTION 2" SQ. T.S.POST, POWDER COATED. CENTER ON GLULAM BELOW PRESSURE TREATED WOOD JOISTS, STAIN, SEE STRUCTURAL FOR SIZE AND SPACING, TYP. 1" Guardrail Section @ Unit Wall3 GLULAM, STAIN, SEE STRUCTURAL AND DETAILS THIS SHEET FOR SHAPED ENDS AND FLASHING GLULAM, STAIN, SEE STRUCTURAL AND DETAILS THIS SHEET FOR SHAPED ENDS AND FLASHING GLULAM BEYOND, STAIN, SEE STRUCTURAL AND DETAILS THIS SHEET FOR SHAPED ENDS AND FLASHING PRESSURE TREATED WOOD JOISTS, STAIN, SEE STRUCTURAL FOR SIZE AND SPACING, TYP. CAULK FLASHING TYPICAL AT ALL PORCH LOCATIONS FIBER CEMENT LAP SIDING FLASH TOP OF GLULAM (1) CONT. PT JOIST FLASH TOP OF PERIMETER JOIST & BLOCKING Z-FLASHING W/ FLEXIBLE FLASHING OVER FLASHING (SIM DOOR HEAD DETAILS) NOTE: ALL MATERIALS TO BE INSTALLED FROM LOWEST POINT UPWARD AND ALWAYS LAPPING TO PROMOTE DRAINAGE OUT OF OR AWAY FROM SEAMS. Typical Guardrail Elevation2 3' - 6 " 2" SQ. T.S., POWDER COATED 1/2" STEEL RODS @ 4" O.C., POWDER COATED 2" SQ. T.S., POWDER COATED 3 1 / 2 " 4" O.C. TYP TOP OF DECKING 3 1 / 2 " 2' - 9 " GLULAM BEAM, STAIN SEE STRUCTURAL 1" SQ. T.S., VERTICAL AT CENTER NOTES: 1.RAILING - TO RESIST 300 LB HORIZ. IMPACT LOAD 2.OPENINGS SHALL NOT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER Guardrail Section1 3" FROM FACE OF SIDING MAX (SEE COVER SHEET FOR ALTERNATES) SEE HORIZONTAL ASSEMBLIES ON A0.2 FOR CEILING FINISH. DECKING DECKING 1-1/2" = 1'-0" A8.4 CONTINUOUS DRIP EDGE FLASHING HORIZONTAL LAP SIDING, SEE ELEVATIONS & SPECS. GLULAM, SEE STRUCTURAL (STAIN) APPROVED SHEATHING TRUSS, SEE STRUCTURAL VAPOR BARRIER 5/4 X 4 FIBER CEMENT TRIM, SEE ELEVATIONS FLEXIBLE FLASHING OVER FLASHING Z-FLASHING STARTER STRIP 1"OVERLAP GLULAM MINIMUM 1" Typical Shaped End Glulam5 FLASHING TOP CAP. VERIFY COLOR WITH ARCHITECT 1'-0" 3" GLULAM DETAILS METAL FLASHING CAP W/ INSECT SCREEN NON-CONTINUOUS SPACERS 1/2" AIR SPACE 1/2" 1" SEE STRUCTURAL FOR ALL CONNECTIONS SIDE ELEVATION VIEW NOTE: FLASH ALL TOPS OF GLULAMS THAT ARE EXPOSED EDGE OF DECKING SHOWN DASHED, SIM @ CROSSING GLULAM CAULK AIR SPACE FOR DRAINAGE BTWN FLASHING & GLULAM FLASHING TOP CAP DETAIL APPROVED SHEATHING VAPOR BARRIER FIBER CEMENT LAP SIDING, SEE ELEVATIONS THRESHOLD SET IN MASTIC, TYP. PRESSURE TREATED WOOD JOISTS, SEE STRUCTURAL FOR SIZE AND SPACING, TYP. FIBER CEMENT LAP SIDING DRIP CAP W/5-IN (MIN) WALL LEG DECKING FLOOR FINISH, SEE ROOM FINISH SCHEDULE, TYP. FLOOR SHEATHING, SEE STRUCTURAL FLOOR TRUSS, SEE STRUCTURAL F.G. BATT INSULATION AT EXTERIOR WALL PERIMITER, R-21 TYP. DOUBLE TOP PLATE NOTE: COORDINATE FLOOR ELEVATION VARIATION DURING CONSTRUCTION TO ENSURE ADA THRESHOLD IS MAINTAINED, SEE DETAILS SLOPE 1/8:12 (INCLUDING FRAMING) FIBER CEMENT SOFFIT BD. CAULK 4/4 x 3 FIBER CEMENT TRIM SEE STRUCTURAL INSUL. HEADER SHIM & WOOD BLOCKING AS REQ'D. MDF TRIM INSTALL SIDE WALL SPRINKLERS NOTE: ALL BALCONIES AND PATIOS TO BE SPRINKLERED. PROVIDE INTERIOR SOFFIT FOR SUPPLY LINES @ 3RD FLOOR DECKS. SOFFIT TO BE BUILT TIGHT AND INSULATED. SPRINKLER SUPPLY LINES.8" M A X . 10" MAX. ALL BALCONIES & PATIOS TO BE FIRE SPRINKLERED. INSTALL SIDE WALL SPRINKLERS. SEE DETAIL 7 THIS SHEET FOR UPPER FLOOR SPRINKLER DETAIL. Unit Deck Section @ Door 6 Unit Deck Upper Floor Sprinkler Bulkhead & Deck Soffit Detail7 SEE PLANS GUARDRAIL, SEE DETAILS THIS SHEET DECKING ENSURE SPACING GAP OCCURS AWAY FROM GLULAM & 2x LEDGER TO PROVIDE PROPER DRAINAGE FLASHING TYPICAL AT ALL PORCH LOCATIONS LEDGER, SEE STRUCTURAL UNIT DECK DETAILS GLULAM, SEE STRUCTURAL AND DETAILS THIS SHEET FOR SHAPED END, STAIN. SEE RCP SEE ELEVATIONS FOR SIDING TYPE. REFER DOOR HEAD DETAILS FOR APPROPRIATE FLASHING DETAILS FOR EACH SIDING TYPE F-2 2x ON THE FLAT SOFFIT FRAMING EXTEND GWB TO MAINTAIN FIRE RATED ASSEMBLY R-1 RATED ASSEMBLY, SEE A0.2 METAL GAURDRAIL POST BEYOND 4/4 x 3 FIBER CEMENT TRIM LEAVE APPROPRIATE GAP & CAULK NOTE: ALL MATERIALS TO BE INSTALLED FROM LOWEST POINT UPWARD AND ALWAYS LAPPING TO PROMOTE DRAINAGE OUT OF OR AWAY FROM SEAMS. GLULAM, SEE STRUCTURAL, STAIN. BITCHTHANE SELF-ADHERING MEMBRANE SEE HORIZONTAL ASSEMBLIES ON A0.2 FOR CEILING FINISH. 8" M I N 8" M I N 4/4 FIBER CEMENT TRIM, RIP TO SIZE 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A8.4 EXTERIOR DETAILS - DECKS & RAILING S 3 T/FTG = X'-X" 3 DRAWING LEGEND POST-TENSION DEAD END (PLAN) POST-TENSION STRESSING END (PLAN) POST-TENSION PROFILE (PLAN) (IN INCHES) DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) INDICATES CONCRETE COLUMN SYMBOL (REFER TO DIAPHRAGM INDICATES BEARING WALL BELOW INDICATES CONCRETE/TILT-UP CONCRETE WALL INDICATES MASONRY/CMU WALL INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) REVISION TRIANGLE TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT-UP/ PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) ROOF/FLOOR DIAPHRAGM NAILING ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS STRUCTURAL EXTENT SYMBOL SINGLE ARROW - END OF EXTENT DOUBLE ARROW - CONTINUOUS EXTENT ALONG THE ELEMENT LINE UNTIL THE ELEMENT IS INTERRUPTED INDICATES WIDE FLANGE COLUMN INDICATES BUNDLED STUDS CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) MARK NAILING SCHEDULE) MARKDESCRIPTION DESCRIPTION INDICATES DIRECTION OF DECK SPAN INDICATES MOMENT FRAME CONNECTION INTERMEDIATE STRESSING (PLAN) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) INDICATES EXISTING WALL INDICATES DRAG CONNECTION INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (TS) COLUMN INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES PRECAST CONCRETE COLUMN F2.0 INDICATES WOOD POST 1P 0 INDICATES CANTILEVER CONNECTION 00 S0.0 1 1 8" DS SR__ 1 1 C1 XX"xXX" X SX.X XX/SXX.XX INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) 00TB INDICATES WOOD OR STEEL STUD SHEAR WALL LINE AND HOLD-DOWNS PER KEY ON SHEET INDICATES WOOD OR STEEL STUD BEARING WALL LINE PER KEY ON SHEET ABBREVIATIONS THRU Through W Wide THKND Thickened TYP Typical T&G Tongue & Groove TRANSV Transverse W/O Without W/ With WWF Welded Wire Fabric WP Working Point WHS Welded Headed Stud ± Plus or Minus UNO Unless Noted Otherwise VERT Vertical TDS Tie Down System TCX Top Chord Extension GEOTECH Geotechnical L Angle BMU Brick Masonry Unit TC AX LD Top Chord Axial Load DB Drop Beam C'SINK Countersink EXP JT Expansion Joint FDN Foundation FD Floor Drain EXT Exterior (E) Existing EXP Expansion EW Each Way EQUIP Equipment EQ Equal FIN Finish ELEV Elevator ELEC Electrical EL Elevation EF Each Face EA Each DWG Drawing DP Depth/Deep DO Ditto DN Down DL Dead Load DIAG Diagonal DF Douglas Fir DEV Development DBL Double DIA Diameter NIC Not In Contract OPP Opposite OPNG Opening OF Outside Face OD Outside Diameter OC On Center NTS Not To Scale OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate LONGIT Longitudinal LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LF Lineal Foot LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry MISC Miscellaneous MIN Minimum MFR Manufacturer MEZZ Mezzanine MECH Mechanical MAX Maximum CMU Concrete Masonry Unit CJ Construction or Control Joint CJP Complete Joint Penetration CONT Continuous CONST Construction CONN Connection CONC Concrete COL Column CLR Clear CL or Centerline CIP Cast in Place C Camber B or BOT Bottom BLKG Blocking BLDG Building BRG Bearing B/ Bottom Of ARCH Architectural ALT Alternate ADDL Additional AB Anchor Bolt k Kips INT Interior IF Inside Face IE Invert Elevation ID Inside Diameter HORIZ Horizontal HD Hold-down HGR Hanger HF Hem-Fir HDR Header GWB Gypsum Wall Board HP High Point GL Glue Laminated Timber GALV Galvanized GA Gage FTG Footing F/ Face of SPEC Specification STRUCT Structural STIFF Stiffener STD Standard SST Stainless Steel SF Square Foot SYM Symmetrical T&B Top & Bottom SWWJ Solid Web Wood Joist T/ Top Of SQ Square STL Steel PSI Pounds Per Square Inch PSL Parallel Strand Lumber SCHED Schedule RET Retaining REQD Required REINF Reinforcing RD Roof Drain PT Pressure Treated P-T Post-Tensioned SHTHG Sheathing SIM Similar REF Refer/Reference R Radius PSF Pounds per Square Foot PLWD Plywood PJP Partial Joint Penetration HSS = TS (Hollow Structural Section) FLR Floor PAF Powder Actuated Fastener BP Baseplate DBA Deformed Bar Anchor DIST Distributed EMBED Embedment FRP Fiberglass Reinforced Plastic KSF Kips Per Square Foot LP Low Point PERP Perpendicular SOG Slab on Grade SR Studrail CTRD Centered IBC International Building Code CB Castellated Beam URM Unreinforced Masonry Unit PC Precast SMF Special Moment Frame STAGG Stagger/Staggered PREFAB Prefabricated T Top BTWN Between THRD Threaded SCBF Special Concentric Braced Frame BRBF Buckling Restrained Braced Frame OCBF Ordinary Concentric Braced Frame DEMO Demolish CLG Ceiling ADH Adhesive CLT Cross-Laminated Timber NLT Nail-Laminated Timber FRT Fire Retardant Treated SP Southern Pine SFRS Seismic Force- Resisting SystemC'BORE Counterbore LLBB Long Leg Back-to-Back SLBB Short Leg Back-to-Back SER Structural Engineer of Record CL W4 ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 2 8 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t COVER SHEET - LEGEND AND ABBREVIATIONS S1.1 STRUCTURAL SHEET LIST SHEET NUMBER SHEET TITLE S1.1 COVER SHEET - LEGEND AND ABBREVIATIONS S1.2 GENERAL NOTES S1.3 GENERAL NOTES S1.4 SPECIAL INSPECTIONS S2.1 FOUNDATION PLAN S2.1A LEVEL 1 STUD AND SHEAR WALL PLAN S2.2 ROOF FRAMING PLAN S3.1 MOMENT FRAME ELEVATION S4.1 FOUNDATION DETAILS S4.2 FOUNDATION DETAILS S5.1 FLOOR FRAMING DETAILS S5.10 SHEAR WALL DETAILS S5.20 ROOF FRAMING DETAILS S5.21 ROOF FRAMING DETAILS S6.1 STEEL DETAILS Sheet Total: 15 01.00.00 GENERAL REQUIREMENTS 1.GOVERNING CODE:THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE “INTERNATIONAL BUILDING CODE (IBC),” 2021 EDITION, HEREAFTER REFERRED TO AS THE IBC, AS ADOPTED AND MODIFIED BY THE CITY OF PARACHUTE, CO UNDERSTOOD TO BE THE AUTHORITY HAVING JURISDICTION (AHJ). 2.REFERENCE STANDARDS:REFER TO CHAPTER 35 OF THE 2021 IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3.DEFINITIONS:THE FOLLOWING DEFINITIONS COVER THE MEANINGS OF CERTAIN TERMS USED IN THESE NOTES: 3.1.“ARCHITECT/ENGINEER” - THE ARCHITECT OF RECORD AND THE STRUCTURAL ENGINEER OF RECORD. 3.2.“STRUCTURAL ENGINEER OF RECORD” (SER) - THE STRUCTURAL ENGINEER WHO IS LICENSED TO STAMP AND SIGN THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. 3.3.“SUBMIT FOR REVIEW” - SUBMIT TO THE ARCHITECT/SER FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION. 3.4. “PER PLAN” - INDICATES REFERENCES TO THE STRUCTURAL PLANS, ELEVATIONS, AND STRUCTURAL GENERAL NOTES. 3.5.“SEISMIC FORCE RESISTING SYSTEM” (SFRS) - A RECOGNIZED STRUCTURAL SYSTEM OF COMPONENTS (BEAMS, BRACES, DRAGS, STRUTS, COLLECTORS, DIAPHRAGMS, COLUMNS, WALLS, ETC.) OF THE PRIMARY STRUCTURE THAT ARE SPECIALLY DESIGNED AND PROPORTIONED TO RESIST EARTHQUAKE-INDUCED GROUND MOTIONS AND MAINTAIN STABILITY OF THE STRUCTURE. FABRICATION AND INSTALLATION OF COMPONENTS DESIGNATED AS PART OF THE SFRS REQUIRE THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR ANY PORTION OF SFRS FABRICATION OR INSTALLATION TO COMPLY WITH SPECIAL REQUIREMENTS (INCLUDING, BUT NOT LIMITED TO, MATERIAL CONTROL, COMPLIANCE CERTIFICATIONS, PERSONNEL QUALIFICATIONS, DOCUMENTATION, REPORTING REQUIREMENTS, ETC.) AND TO PROVIDE THE REQUIRED QUALITY CONTROL INCLUDING THE REQUIRED COORDINATION OF SPECIAL INSPECTIONS (QUALITY ASSURANCE - QA). SPECIAL PROVISIONS APPLY TO ANY MEMBER DESIGNATED AS PART OF THE SFRS. REFER TO PLANS, ELEVATIONS, DETAILS, DESIGN CRITERIA, AND SYMBOLS AND LEGENDS FOR APPLICABLE MEMBERS AND CONNECTIONS. 3.6.“SPECIALTY STRUCTURAL ENGINEER” (SSE) - A PROFESSIONAL ENGINEER (PE OR SE), LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED (TYPICALLY NOT THE SER), WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING SERVICES FOR SELECTED SPECIALTY-ENGINEERED ELEMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS AND WHO HAS EXPERIENCE AND TRAINING IN THE SPECIALTY. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY, OR UNDER, THE DIRECT SUPERVISION OF THE SSE. 3.7.“BIDDER-DESIGNED” - COMPONENTS OF THE STRUCTURE THAT REQUIRE THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION, AND INSTALLATION OF SPECIALTY-ENGINEERED ELEMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS TO RETAIN THE SERVICES OF AN SSE. SUBMITTALS OF “BIDDER-DESIGNED” ELEMENTS SHALL BE STAMPED AND SIGNED BY THE SSE. 4.SPECIFICATIONS:REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. 5. OTHER DRAWINGS:REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, ELEVATORS, CURBS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NON-STRUCTURAL ITEMS. 6. STRUCTURAL DETAILS:THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. USE ENTIRE DETAIL SHEETS AND SPECIFIC DETAILS REFERENCED IN THE PLANS AS “TYPICAL” WHEREVER THEY APPLY. SIMILARLY, USE DETAILS ON ENTIRE SHEETS WITH “TYPICAL” IN THE NAME WHEREVER THEY APPLY. 7. STRUCTURAL RESPONSIBILITIES:THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. 8. COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK, CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES, TECHNIQUES OF ASSEMBLY, AND PERFORMING WORK IN A SAFE AND SECURE MANNER. 9.MEANS, METHODS, AND SAFETY REQUIREMENTS:THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB-RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS (I.E., MOVEMENT OF THE STRUCTURE DUE TO MOISTURE AND THERMAL EFFECTS, CONSTRUCTION SEQUENCE, TEMPORARY BRACING, ETC.). 10. BRACING/SHORING DESIGN ENGINEER:THE CONTRACTOR SHALL, AT THEIR DISCRETION, EMPLOY AN SSE FOR THE DESIGN OF ANY TEMPORARY BRACING AND SHORING. SUBMIT CONSTRUCTION SEQUENCE TO ARCHITECT/ENGINEER FOR REVIEW. 11. TEMPORARY SHORING, BRACING:THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. 12. CONSTRUCTION LOADS:LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR’S SSE FOR BRACING/SHORING. 13.CHANGES IN LOADING:THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON, THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF THE LOCATION, LOAD, SIZE, AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 LB. PROVIDE MARKED-UP STRUCTURAL PLANS INDICATING THE LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT THESE PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 14. NOTE PRIORITIES:PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THESE GENERAL NOTES. 15.DISCREPANCIES:IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS/DETAILS, OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. 16. SITE VERIFICATION:THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 17. ADJACENT UTILITIES:THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATION WORK, SHORING AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. 18.ALTERNATES:ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION (PROPER TEST REPORT, ETC.) TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 01.10.00 DESIGN CRITERIA AND LOADS 1. OCCUPANCY: RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5 II 2. WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM: ULTIMATE DESIGN WIND SPEED, VULT 115 MPH EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT, Cpi ±0.18 TOPOGRAPHIC FACTOR, Kzt 1.0 WIND ANALYSIS PROCEDURE USED ENVELOPE 3. WIND DESIGN: COMPONENTS AND CLADDING (C&C) PRESSURES FOR DESIGN (PSF, ULTIMATE): EFFECTIVE WIND AREA ( FT2 ) a = 4'-11" 10 20 50 100 500 ZONE 1 & 2e -43.6 / +16.0 -43.6 / +16.0 -26.5 / +16.0 -16.0 / +16.0 -16.0 / +16.0 ZONE 2n, 2r & 3e -63.5 / +16.0 -54.9 / +16.0 -43.6 / +16.0 -34.9 / +16.0 -23.6 / +16.0 ZONE 3r -75.5 / +16.0 -64.7 / +16.0 -50.4 / +16.0 -39.6 / +16.0 -39.6 / +16.0 ZONE 4 -25.6 / +23.6 -24.5 / +22.5 -23.1 / +21.1 -22.0 / +20.0 -19.6 / +17.6 ZONE 5 -31.6 / +23.6 -29.4 / +22.5 -26.6 / +21.1 -24.5 / +20.0 -19.6 / +17.6 3.1. COMPONENTS AND CLADDING WIND PRESSURES ARE BASED ON ASCE 7 CHAPTER 30 PART 1 “LOW-RISE BUILDINGS.” 3.2. COMPONENTS AND CLADDING ZONE LOCATIONS ARE BASED ON ASCE 7 FIGURE 30.3-2B FOR GABLE ROOFS 7° < Ɵ ≤ 20°. 3.3.COMPONENTS AND CLADDING ZONE LOCATIONS ARE BASED ON ASCE 7 FIGURE 30.3-1 FOR WALLS. 3.4. ALL PARAPET COMPONENTS AND CLADDING WIND PRESSURES SHALL BE DETERMINED THROUGH ASCE 7 FIGURE 30.6-1. 4. SEISMIC DESIGN: SEISMIC DESIGN CATEGORY, SDC B SITE CLASS PER IBC SECTION 1613.3.2 AND ASCE 7 CHAPTER 20 C SEISMIC IMPORTANCE FACTOR PER ASCE 7 TABLE 1.5-2, Ie 1.0 SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SS 0.298 g SPECTRAL RESPONSE ACCELERATION (1-SECOND PERIOD), S1 0.072 g DESIGN RESPONSE ACCELERATION (SHORT PERIOD), SDS 0.258 g DESIGN RESPONSE ACCELERATION (SHORT PERIOD), SD1 0.072 g SEISMIC ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE BASIC STRUCTURAL SYSTEM BEARING WALL SYSTEMS SEISMIC FORCE RESISTING SYSTEM LIGHT-FRAME (WOOD) WALLS / STEEL ORDINARY MOMENT FRAMES RESPONSE MODIFICATION COEFFICIENT, R 6.5 / 3.5 OVERSTRENGTH FACTOR, Ω0 3 / 3 DEFLECTION AMPLIFICATION FACTOR, Cd 4 / 3 SEISMIC RESPONSE COEFFICIENT, Cs 0.011 REDUNDANCY FACTOR,p 1.3 DESIGN BASE SHEAR, V 13 KIPS BASE SHEAR GOVERNED BY WIND 5. SNOW LOAD: FLAT ROOF SNOW LOAD, Pf 40 PSF [NOTE 5.2] SNOW DRIFT LOADING REQUIRED BY AHJ? YES SNOW LOAD IMPORTANCE FACTOR, Is 1.00 [NOTE 5.3] GROUND SNOW LOAD, Pg 30 PSF SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.1 SEE ROOF PLAN FOR DRIFT LOADING 5.1. SNOW LOAD IS UN-REDUCIBLE AND INCLUDES 5 PSF RAIN-ON-SNOW SURCHARGE WHERE GROUND SNOW LOAD IS 20 PSF OR LESS, BUT NOT ZERO, PER ASCE 7 SECTION 7.10. 5.2. SNOW LOAD BASED ON ASCE FIGURE 7-1 AND GARFIELD COUNTY MINIMUM DESIGN SNOW LOAD. 5.3. SNOW LOAD IMPORTANCE FACTOR PER ASCE 7 TABLE 1.5-2. 6. DESIGN LIVE LOADS:SEE STRUCTURAL LOADING PLANS FOR AREA LOADS AND LINE LOADS. LOADS LISTED BELOW ARE FOR MISCELLANEOUS ITEMS. AREA LIVE LOADS HANDRAILS AND PEDESTRIAN GUARDRAILS 50 PLF OR 200 LB [NOTE 6.1] STAIRS AND EXITS 100 PSF OR 300 LB [NOTE 6.2] INTERIOR WALLS AND PARTITIONS 5 (APPLIED HORIZONTALLY) LOBBIES 100 PSF AND 2,000 LB ROOFS 20 PSF (REDUCIBLE) OR 300 LB [NOTE 6.5]. SEE SECTION 5 FOR SNOW LOAD 6.1. TOP RAIL SHALL BE DESIGNED TO RESIST A 50 PLF LINE LOAD OR 200 LB POINT LOAD APPLIED IN ANY DIRECTION AT ANY POINT. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LB ON AN AREA NOT TO EXCEED 1'x1'. THESE THREE LOADS ARE TO BE CONSIDERED SEPARATELY WITH THE WORST CASE USED FOR DESIGN. 6.2. STAIR LOADING REQUIREMENTS: 6.2.1.TREADS: STAIR TREADS SHALL BE DESIGNED FOR A 100 PSF LIVE LOAD OR 300 LB POINT LOAD LOCATED TO PRODUCE MAXIMUM STRESS, WHICHEVER CONTROLS. THE 300 LB POINT LOAD SHALL BE PLACED OVER 2″x2″ AREA. BOTH LOADS ARE TO BE CONSIDERED SEPARATELY WITH THE WORST CASE USED FOR DESIGN. 6.2.2.STRINGERS AND LANDINGS: STRINGERS AND LANDINGS SHALL BE DESIGNED FOR A 100 PSF LIVE LOAD. LIVE LOAD DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN. 6.2.3. RAILINGS: THE COMPLETED HANDRAIL, GUARDRAIL, AND SUPPORTING STRUCTURE AND THEIR CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS AS SPECIFIED IN IBC SECTION 1607.8. 6.2.4. SEISMIC DESIGN PARAMETERS: STAIRS SHALL BE DESIGNED AS EGRESS STAIRS WITH A SEISMIC IMPORTANCE FACTOR, Ip = 1.5, UNLESS NOTED OTHERWISE BY THE ARCHITECT. THE STAIR ASSEMBLY AND ATTACHMENT TO THE MAIN STRUCTURE SHALL BE DESIGNED FOR LATERAL LOADS PER IBC CHAPTER 16 AND ASCE 7 SECTION 13.3. 6.2.5.DEFLECTION COMPATIBILITY: STAIR DESIGN SHALL ACCOUNT FOR THE LOAD EFFECTS GENERATED BY THE PRIMARY STRUCTURE’S SEISMIC INELASTIC STORY DRIFTS AS PROVIDED IN THIS SECTION OF THESE GENERAL NOTES AND AS DEFINED IN ASCE 7 SECTION 12.8.6. 6.2.6. ANCHORAGE TO CONCRETE: PORTIONS OF THE STAIR SYSTEM ANCHORED TO CONCRETE SHALL BE DESIGNED FOR THE OVERSTRENGTH FACTOR, Ω0 AS DEFINED IN ASCE 7 TABLE 13.5-1. 6.3. NEED NOT APPLY CONCURRENTLY WITH OTHER HANDRAIL AND GUARDRAIL LOADS; APPLIED OVER NOT MORE THAN A 1’x1’ AREA. 6.4. APPLY CONCENTRATED WHEEL LOAD OVER 4-1/2″x4-1/2″ AREA. 6.5. UNLESS NOTED OTHERWISE, POINT LOADS ARE TO BE DISTRIBUTED OVER A 2-1/2’x2-1/2’ AREA AND LOCATED TO PRODUCE MAXIMUM LOAD EFFECTS ON STRUCTURAL MEMBERS. 6.6. FLOORS FOR BUSINESS GROUP B (OFFICES) OCCUPANCY SHALL BE DESIGNED WITH A BASIC FLOOR LIVE LOAD PLUS AN ADDITIONAL 15 PSF (MINIMUM) LIVE LOAD FOR MOVEABLE PARTITIONS. 7. DESIGN DEAD LOADS: FOR PREFABRICATED WOOD TRUSS DESIGN ROOF DEAD LOAD, TOTAL 25 PSF TOP CHORD LOAD, PARTIAL (INCLUDES 5 PSF FOR PV ARRAY) 17 PSF BOTTOM CHORD LOAD, PARTIAL 8 PSF 8. DEFLECTION LIMITS FOR SSE / BIDDER-DESIGNED ELEMENTS: VERTICAL [NOTE 9.1]LIMIT ROOF MEMBERS, DEAD + LIVE/SNOW/WIND, TOTAL LOAD (TL) L / 240 ROOF, LIVE/SNOW/WIND LOAD (RLL) L / 360 HORIZONTAL [NOTE: 9.2] MEMBERS SUPPORTING BRITTLE FINISHES L / 240 MEMBERS SUPPORTING FLEXIBLE FINISHES L / 180 INTERSTORY DRIFT 0.020 * STORY HEIGHT 8.1. MAXIMUM VERTICAL DEFLECTION IS WHICHEVER CRITERIA YIELDS LESS DEFLECTION. L IS THE CLEAR SPAN LENGTH IN INCHES. 8.2. WIND LOAD IS REDUCIBLE TO 0.42 * THE COMPONENT AND CLADDING (C&C) LOADS PER TABLE 1604.3 FOOTNOTE F. 01.20.00 SUBMITTALS 1. SUBMIT FOR REVIEW:SUBMITTALS OF SHOP DRAWINGS, PRODUCT DATA, AND MILL TESTS ARE REQUIRED FOR ITEMS NOTED IN THE INDIVIDUAL MATERIALS SECTIONS OF THESE GENERAL NOTES AND FOR BIDDER-DESIGNED ELEMENTS. 2. SUBMITTAL REVIEW PERIOD:SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS OR TEN WORKING DAYS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION. 3. GENERAL CONTRACTOR’S PRIOR REVIEW:PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER; THEREFORE, THEY MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL DETAILS REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR’S REVIEW STAMP AND SIGNATURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER. 4. SHOP DRAWING REVIEW:ONCE THE CONTRACTOR HAS COMPLETED THEIR REVIEW, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THERE FROM. THE SER WILL RETURN SUBMITTALS IN THE FORM IN WHICH THEY ARE SUBMITTED (EITHER HARD COPY OR ELECTRONIC). FOR HARD COPY SUBMITTALS, THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE REQUIRED NUMBER OF COPIES TO THE SER FOR REVIEW. 5. SHOP DRAWING DEVIATIONS:WHEN SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) DIFFER FROM OR ADD TO THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS, THEY SHALL BE DESIGNED AND STAMPED BY THE RESPONSIBLE SSE. 01.30.00 DEFERRED SUBMITTALS 1. BIDDER-DESIGNED ELEMENTS:SUBMIT “BIDDER-DESIGNED” DEFERRED SUBMITTALS TO THE ARCHITECT AND SER FOR REVIEW. THE DEFERRED SUBMITTALS SHALL ALSO BE SUBMITTED TO THE CITY FOR APPROVAL IF REQUIRED BY THE CITY. DESIGN OF PREFABRICATED, “BIDDER-DESIGNED,” MANUFACTURED, PRE-ENGINEERED, OR OTHER FABRICATED PRODUCTS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1.1. DESIGN CONSIDERS TRIBUTARY DEAD, LIVE, WIND, AND EARTHQUAKE LOADS IN COMBINATIONS REQUIRED BY THE IBC. 1.2. DESIGN WITHIN THE DEFLECTION LIMITS NOTED IN THESE GENERAL NOTES AND AS SPECIFIED OR REFERENCED IN THE IBC. 1.3. DESIGN SHALL CONFORM TO THE SPECIFICATIONS AND REFERENCE STANDARDS OF THE GOVERNING CODE. 1.4. SUBMITTAL SHALL INCLUDE: 1.4.1. CALCULATIONS PREPARED, STAMPED, AND SIGNED BY THE SSE DEMONSTRATING CODE CONFORMANCE. 1.4.2. ENGINEERED COMPONENT DESIGN DRAWINGS ARE PREPARED, STAMPED, AND SIGNED BY THE SSE. 1.4.3. PRODUCT DATA, TECHNICAL INFORMATION AND MANUFACTURER’S WRITTEN REQUIREMENTS, AND AGENCY APPROVALS AS APPLICABLE. 1.4.4. THE SSE MAY SUBMIT TO THE ARCHITECT/ENGINEER A REQUEST TO UTILIZE RELEVANT ALTERNATE DESIGN CRITERIA OF SIMILAR NATURE AND GENERAL EQUIVALENCY WHICH IS RECOGNIZED BY THE CODE AND ACCEPTABLE TO THE AHJ. SUBMIT ADEQUATE DOCUMENTATION OF DESIGN. 2. GENERAL CONTRACTOR’S PRIOR REVIEW: 2.1. ONCE THE CONTRACTOR HAS COMPLETED THEIR REVIEW OF THE SSE COMPONENT DRAWINGS, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. 2.2. REVIEW OF THE SSE'S SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) IS FOR COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. 2.3. ALL NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER’S INSTRUCTIONS OR THE SSE’S DESIGN DRAWINGS AND CALCULATIONS. 2.4. BIDDER-DESIGNED ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: 2.4.1. PREFABRICATED WOOD ROOF TRUSSES 01.40.00 INSPECTIONS, QUALITY ASSURANCE, AND TEST REQUIREMENTS 1. INSPECTIONS: FOUNDATIONS, FOOTINGS, AND UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110.3. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. 2. SPECIAL INSPECTIONS, VERIFICATIONS, AND TESTS:SPECIAL INSPECTIONS, VERIFICATIONS, AND TESTING SHALL BE DONE IN ACCORDANCE WITH IBC CHAPTER 17, THE STATEMENT AND SCHEDULES OF SPECIAL INSPECTIONS LISTED IN THESE DRAWINGS, AND THE AHJ STATEMENT OF SPECIAL INSPECTION AND/OR STATEMENT OF STRUCTURAL OBSERVATIONS. 3. STRUCTURAL OBSERVATION: 3.1. STRUCTURAL OBSERVATION FOR THIS PROJECT IS REQUIRED PER IBC SECTION 1704.6. THE CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW REQUIRED STRUCTURAL OBSERVATIONS TO OCCUR. REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, CONTRACTOR, SPECIAL INSPECTOR, AND AHJ. 3.1.1. THE FREQUENCY AND EXTENT OF OBSERVATIONS IS AT THE DISCRETION OF THE STRUCTURAL OBSERVER. 3.1.2. ONLY SIGNIFICANT STAGES OF CONSTRUCTION IDENTIFIED BY THE STRUCTURAL OBSERVER REQUIRE OBSERVATION. 3.1.3. FOR REPETITIVE OR SIMILAR STRUCTURAL ELEMENTS IDENTIFIED AS SIGNIFICANT, ONLY THE FIRST ELEMENT OF A STAGE REQUIRES OBSERVATION UNLESS NOTED OTHERWISE. 3.1.4. THE FOLLOWING SIGNIFICANT STAGES OF CONSTRUCTION REQUIRE OBSERVATION: 3.1.4.1. PRIOR TO FOUNDATION CONCRETE PLACEMENT 3.1.4.2. DURING STUD, AND SHEAR WALL CONSTRUCTION 3.1.4.3. DURING ROOF FRAMING 3.1.4.4. AFTER ROOF DIAPHRAGM IS COMPLETE PRIOR TO ROOFING 4. CONTRACTOR RESPONSIBILITY:PRIOR TO ISSUANCE OF THE BUILDING PERMIT, THE CONTRACTOR IS REQUIRED TO PROVIDE THE AHJ A SIGNED, WRITTEN ACKNOWLEDGEMENT OF THE CONTRACTOR’S RESPONSIBILITIES ASSOCIATED WITH THE STATEMENT OF SPECIAL INSPECTIONS, PREVIOUSLY REFERENCED, ADDRESSING THE REQUIREMENTS LISTED IN IBC SECTION 1704.4. THE CONTRACTOR IS REFERRED TO IBC SECTIONS 1705.13.5 AND 1705.13.6 FOR ARCHITECTURAL AND MEP BUILDING SYSTEMS THAT MAY BE SUBJECT TO ADDITIONAL INSPECTIONS (BASED ON THE BUILDING’S DESIGNATED SEISMIC DESIGN CATEGORY LISTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL NOTES), INCLUDING ANCHORAGE OF HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS, PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, COMBUSTIBLE, OR HIGHLY TOXIC MATERIALS, ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER, EXTERIOR WALL PANELS, AND SUSPENDED CEILING SYSTEMS. ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 0 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t GENERAL NOTES S1.2 02.00.00 SOILS AND FOUNDATION 1. REFERENCE STANDARDS:CONFORM TO IBC CHAPTER 18 “SOILS AND FOUNDATIONS” 2. GEOTECHNICAL REPORT:RECOMMENDATIONS CONTAINED IN GEOTECHNICAL REPORT - ASTER PLACE, PROJECT# 24-463460.1 BY PARTNER ENGINEERING AND SCIENCE, INC. DATED NOVEMBER 13, 2024 WERE USED FOR DESIGN. 3. CONTRACTOR’S RESPONSIBILITIES:CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, PILE INSTALLATION PROCEDURES, GROUND WATER MANAGEMENT, AND STEEP SLOPE BEST MANAGEMENT PRACTICES. 4. GEOTECHNICAL SUBGRADE INSPECTION:THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND PREPARED SOIL BEARING SURFACES PRIOR TO THE PLACEMENT OF FOUNDATION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION BEARING PRESSURE(S)” SHOWN BELOW. ASSUMED VALUES SHALL BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 5. DESIGN SOIL VALUES: SAFETY FACTOR PER SOILS REPORT 1.5 ALLOWABLE FOUNDATION BEARING PRESSURE 2,000 PSF - STRUCTURAL FILL PASSIVE LATERAL PRESSURE 300 PSF/FT (ASSUMED) ACTIVE LATERAL PRESSURE 35 PSF/FT (ASSUMED) AT-REST LATERAL PRESSURE 55 PSF/FT (ASSUMED) COEFFICIENT OF SLIDING FRICTION 0.35 6. FOUNDATIONS AND FOOTINGS:FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 36″ BELOW FINISH GRADE UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. 7. FOOTING DEPTH:TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS. LOCATIONS OF STEPS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS. 8. SLABS-ON-GRADE:ALL SLABS-ON-GRADE SHALL BEAR ON COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL MOISTURE SENSITIVE SLABS-ON-GRADE OR THOSE SUBJECT TO RECEIVE MOISTURE SENSITIVE COATINGS/COVERING SHALL BE PROVIDED WITH AN APPROPRIATE CAPILLARY BREAK AND VAPOR BARRIER/RETARDANT OVER THE SUBGRADE PREPARED AND INSTALLED AS NOTED IN THE GEOTECHNICAL REPORT AND BARRIER MANUFACTURER’S WRITTEN RECOMMENDATIONS AND COORDINATED WITH THE FINISHES SPECIFIED BY THE ARCHITECT. 03.20.00 CONCRETE REINFORCEMENT 1. REFERENCE STANDARDS:CONFORM TO: 1.1. ACI 301 “STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE,” SECTION 3 “REINFORCEMENT AND REINFORCEMENT SUPPORTS” 1.2. ACI SP-66 “ACI DETAILING MANUAL” 1.3. CRSI MSP “MANUAL OF STANDARD PRACTICE” 1.4. ANSI/AWS D1.4 “STRUCTURAL WELDING CODE - REINFORCING STEEL” 1.5. IBC CHAPTER 19 “CONCRETE” 1.6. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1.7. ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS” 2. SUBMITTALS: 2.1. CONFORM TO ACI 301 SECTION 3.1.2. SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND PLACEMENT LOCATIONS OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. 2.2. INDUSTRY-WIDE EPDS ARE ACCEPTABLE AS AN ALTERNATE TO FACILITY-SPECIFIC EPDS UPON REQUEST. 3. MATERIALS: REINFORCING BARS [NOTE 3.1] ASTM A615, GRADE 60, DEFORMED BARS SMOOTH WELDED WIRE FABRIC ASTM A1064 DEFORMED WELDED WIRE FABRIC ASTM A1064 BAR SUPPORTS CRSI MSP CHAPTER 3 TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED HEADED DEFORMED BARS ASTM A970 3.1. ASSUME GRADE 60 REINFORCEMENT UNLESS NOTED OTHERWISE ON PLAN. REFERENCE PLANS FOR HIGH STRENGTH REINFORCING LOCATIONS, INDICATED BY (GR 80) OR (GR 100). 4.FABRICATION:CONFORM TO ACI 301 SECTION 3.2.2 AND ACI SP-66. 5. WELDING:BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301 SECTION 3.2.2.2 AND AWS D1.4, AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. 6.PLACING:CONFORM TO ACI 301 SECTION 3.3.2. PLACING TOLERANCES SHALL CONFORM TO ACI 117. 7. CONCRETE COVER:CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE ON PLAN: CONCRETE CAST AGAINST EARTH 3″ CONCRETE EXPOSED TO EARTH OR WEATHER 2″ TIES IN COLUMNS AND BEAMS 1-1/2″ BARS IN SLABS 3/4″ BARS IN WALLS 3/4″ 8. SPLICES:CONFORM TO ACI 301 SECTION 3.3.2.7. REFER TO TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE IN THESE DRAWINGS FOR TYPICAL REINFORCEMENT SPLICES. SPLICES INDICATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE SCHEDULE. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE SER. FOR REINFORCING WITHIN THE LATERAL SYSTEM AND REINFORCING CONNECTING THE DIAPHRAGM SLAB TO THE LATERAL SYSTEM, MECHANICAL SPLICE STRENGTH IS INCREASED TO DEVELOP 125% OF THE SPECIFIED TENSILE STRENGTH OF THE SPLICES BAR. 9. FIELD BENDING:CONFORM TO ACI 301 SECTION 3.3.2.8. BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES REQUIRE PREHEATING. DO NOT TWIST BARS. BARS SHALL NOT BE BENT PAST 45°. 03.30.00 CAST-IN-PLACE CONCRETE 1. REFERENCE STANDARDS:CONFORM TO: 1.1. ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE” 1.2. IBC CHAPTER 19 “CONCRETE” 1.3. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1.4. ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS” 2.FIELD REFERENCE:THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL SP-15. 3. CONCRETE MIXTURES:CONFORM TO ACI 301 SECTION 4 AND IBC SECTION 1904.1. 4. MATERIALS:CONFORM TO ACI 301 SECTION 4.2.1 FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER, AND ADMIXTURES. 5. SUBMITTALS: 5.1. PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 24 MONTHS PER ACI 318 SECTION 26.4.3.1(B). 6. MIX DESIGN REQUIREMENTS [NOTES 7.1 TO 7.11, TYPICAL UNO] FOOTINGS STRENGTH, f'c 3,000 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXTERIOR SLABS ON GRADE & SIDEWALKS STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% INTERIOR SLABS ON GRADE STRENGTH, f'c 3,000 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ STEM WALLS & CURBS (NOT EXPOSED) STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% ARCHITECTURAL / EXPOSED STEM WALLS & CURBS [NOTE: 7.12] STRENGTH, f'c 4,500 PSI TEST AGE 28 DAYS NOMINAL MAXIMUM AGGREGATE 1/2″ EXPOSURE CLASS F2 MAX W/C RATIO 0.45 AIR CONTENT 6% 7. MIX DESIGN REQUIREMENT NOTES: 7.1. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY REQUIREMENTS GIVEN IN ACI 318 SECTION 19.3. W/C RATIOS MAY BE EXCEEDED WITH APPROVAL OF SER AS LONG AS POTENTIAL SHRINKAGE IMPACTS ARE ACCOUNTED FOR. 7.2. CEMENTITIOUS MATERIALS: 7.2.1. DCI ENCOURAGES THE REDUCTION OF CEMENT CONTENT AND/OR THE USE OF ALTERNATE CEMENTITIOUS MATERIALS. WHERE REQUIREMENTS OF THIS SECTION PROHIBIT INCLUSION OF ANY OF THESE MIXES, CONTACT DCI FOR FURTHER COORDINATION. 7.2.2. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS LISTED IN ACI 318 SECTION 26.4.1.1.1(A). 7.2.3.CEMENT REPLACEMENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 318 SECTIONS 19.3.2 AND 26.4.2.2. SUPPLEMENTAL CEMENTITIOUS MATERIAL (SCM) QUANTITIES SHALL MEET REQUIREMENTS OUTLINED IN THE TABLE BELOW. APPROACHING MAXIMUM CEMENT REPLACEMENT LIMITS MAY AFFECT CONCRETE SETTING TIME AND STRENGTH GAIN. CONTRACTOR AND SUPPLIER SHALL COORDINATE ON MIX DESIGNS WITH REGARD TO SCHEDULE, WORKABILITY, SHRINKAGE, AND FINISHABILITY REQUIREMENTS. WHERE SCM QUANTITIES DO NOT MEET THE FOLLOWING REQUIREMENTS, SUBMIT FOR SER APPROVAL. CONCERNS BY THE CONSTRUCTION TEAM WITH THE MIX DESIGN PROVIDED HEREIN SHALL BE BROUGHT TO THE SER’S ATTENTION IN THE MIX DESIGN SUBMITTAL PRIOR TO POURING CONCRETE. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. REPLACEMENT FOUNDATION SLABS WALLS/COLUMNS MAXIMUM 25% 25% 25% PREFERRED MINIMUM 15% 15% 15% 7.3. GENERAL CONTRACTOR SHALL COORDINATE MEANS AND METHODS NECESSARY TO SUPPORT EXTENDED TEST AGES INCLUDING, BUT NOT LIMITED TO, DELAYED STRENGTH GAIN, SHORING SEQUENCING, MODULUS OF ELASTICITY REQUIREMENTS, DEFLECTION, AND APPEARANCE. 7.4. AIR CONTENT: CONFORM TO ACI 318 SECTION 19.3.3.1. MINIMUM STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE. IF FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER. TOLERANCE IS ±1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. 7.5. AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. INSULATING LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C332. 7.6. SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.1. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. 7.7. CHLORIDE CONTENT: CONFORM TO ACI 318 TABLE 19.3.2.1. 7.8. NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE CONTRACTOR’S OPTION. 7.9. ACI 318 SECTION 19.3.1.1 EXPOSURE CLASSES SHALL BE ASSUMED TO BE F0, S0, W0, AND C0 UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. 7.10. RECYCLED CARBON DIOXIDE ( CO2 ) IS PERMISSIBLE TO BE INJECTED INTO THE MIX AS AN INGREDIENT DURING MIXING, SUCH THAT CO2 IS CHEMICALLY MINERALIZED INTO CONCRETE. CO2 INJECTED INTO THE MIX MUST BE POST-INDUSTRIAL CO2 SOURCED FROM AN EMITTER. 7.11. SHRINKAGE LIMIT: CONCRETE USED IN ELEVATED SLABS AND BEAMS SHALL HAVE A SHRINKAGE LIMIT OF 0.045%. CONCRETE USED IN SLAB-ON-GRADE SHALL HAVE A SHRINKAGE LIMIT OF 0.040% WHEN EXPOSED OR USED IN INDUSTRIAL APPLICATIONS AND A SHRINKAGE LIMIT OF 0.045% FOR ALL OTHER CONDITIONS AND APPLICATIONS. SUBMIT LABORATORY TEST RESULTS AT 28 DAYS MEASURED IN ACCORDANCE WITH ASTM C157 TO SER FOR APPROVAL PRIOR TO CONSTRUCTION. 7.12.EXPOSED LANDSCAPE AND FEATURE ELEMENTS REQUIRE THAT THE CONCRETE SUPPLIER AND INSTALLER ARE RESPONSIBLE FOR THE LOOK OF THE FINISHED PRODUCT. THE MIX DESIGN TABLE SETS BASIC REQUIREMENTS FOR THE EXPOSURE, DURABILITY, AND STRENGTH OF THE MIX. ADDITIONAL FACTORS SUCH AS ADMIXTURES, FIBER REINFORCING, PIGMENT, SLUMP LIMITS, TEST PANELS, CURING, FORMING, AND FINISHING TECHNIQUES REQUIRED TO ACHIEVE THE DESIRED ARCHITECTURAL FINISH ARE TO BE COORDINATED WITH THE DESIGN TEAM AND OWNER AS NECESSARY. 7.13. MODULUS OF ELASTICITY SHALL BE A MINIMUM OF 57,000 * √f’c FOR ALL MIX DESIGNS. 7.14. CORROSION INHIBITING ADMIXTURE: BEAMS AND PILE CAPS WITH A MARINE EXPOSURE SHALL CONTAIN 4-1/2 GALLONS OF CALCIUM NITRITE PER CUBIC YARD. TOPPING SLABS EXPOSED TO DEICING SALTS SHALL CONTAIN 2-1/2 GALLONS OF CALCIUM NITRITE PER CUBIC YARD. 7.15. STRUCTURAL DESIGN IS BASED ON STRENGTH OF 2,500 PSI; THEREFORE, IT DOES NOT REQUIRE SPECIAL INSPECTION. THE 3,000 PSI COMPRESSIVE STRENGTH IS SPECIFIED FOR SERVICEABILITY. 8. STRENGTH TESTING AND ACCEPTANCE: 8.1. TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.7.3.3. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW AND SHOULD BE STANDARD CURED PER ACI SECTION 26.5.3.2. 8.1.1. CURE FOUR CYLINDERS FOR 28-DAY TEST AGE. TEST ONE CYLINDER AT 7 DAYS, TEST TWO CYLINDERS AT 28 DAYS, AND HOLD ONE CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS. 8.1.2. THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE 6″x12″ CYLINDERS. IF 4″x8″ CYLINDERS ARE TO BE USED, ADDITIONAL CYLINDERS MUST BE CURED FOR TESTING OF THREE CYLINDERS AT TEST AGE PER THE TABLE OF MIX DESIGN REQUIREMENTS IN THESE GENERAL NOTES. 8.2.ACCEPTANCE: 8.2.1. STRENGTH IS SATISFACTORY WHEN THE AVERAGES OF ALL SETS OF THREE CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH AND NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. 8.2.2. A “TEST” FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF TWO 6″x12″ CYLINDERS OR THREE 4″x8″ CYLINDERS TESTED AT THE SPECIFIED TEST AGE. 9. FORMWORK & RESHORING:CONFORM TO ACI 301 SECTION 2. REMOVAL OF FORMS SHALL CONFORM TO SECTION 2.3.2 EXCEPT THE STRENGTH INDICATED IN SECTION 2.3.2.4 SHALL BE 0.75 * f’c .c 10. MEASURING, MIXING, AND DELIVERY:CONFORM TO ACI 301 SECTION 4.3. 11. HANDLING, PLACING, CONSTRUCTING AND CURING:CONFORM TO ACI 301 SECTION 5. IN ADDITION, HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305R AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306R. 12. CONSTRUCTION JOINTS:CONFORM TO ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3(A) FOR REVIEW AND APPROVAL BY THE SER TWO WEEKS MINIMUM PRIOR TO FORMING. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDANT, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 13. EMBEDDED ITEMS:POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS, AND OTHER STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND ARCHITECTURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. 14. GROUT:USE 7,000 PSI NON-SHRINK GROUT UNDER COLUMN BASE PLATES 15. GROUT:CONSULT BASF BUILDING SYSTEMS PRODUCT CATALOG FOR DESCRIPTION OF GROUTS LISTED BELOW. 15.1. BEARING PLATES AND EQUIPMENT. USE BASF MASTERFLOW 555 GROUT. 16. GROUTED REBAR:SEE POST-INSTALLED ANCHORS TO CONCRETE SECTION OF THESE GENERAL NOTES. 17. POST-INSTALLED ANCHORS TO CONCRETE:ANCHOR LOCATION, TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. REFERENCE THE POST-INSTALLED ANCHORS SECTION OF THESE GENERAL NOTES FOR APPLICABLE POST-INSTALLED ANCHOR ADHESIVES. ANCHORS SHALL BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-EVALUATION SERVICE REPORT (ESR). SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. 18. LEAN CONCRETE BACKFILL:CONFORM TO RECOMMENDATIONS OF ACI 229R FOR MIXING AND PLACING LEAN CONCRETE BACKFILL SHOWN ON THE DRAWINGS. USE 100 PSI MIX FOR BACKFILL NOT UNDER FOOTINGS. USE 300 PSI MIX FOR BACKFILL BELOW FOOTINGS. USE STANDARD SLUMP TEST TO VERIFY FLOWABILITY. TEST IN ACCORDANCE WITH ASTM D 4832-10. 19. SHRINKAGE:CONVENTIONAL AND POST-TENSIONED CONCRETE SLABS WILL CONTINUE TO SHRINK AFTER INITIAL PLACEMENT AND STRESSING OF CONCRETE. CONTRACTOR AND SUBCONTRACTOR SHALL COORDINATE JOINTING AND INTERIOR MATERIAL FINISHES TO PROVIDE ADEQUATE TOLERANCE FOR EXPECTED STRUCTURAL FRAME SHRINKAGE AND SHALL INCLUDE, BUT NOT BE LIMITED TO, CURTAIN WALL, DRYVIT, STOREFRONT, SKYLIGHT, FLOOR FINISH, AND CEILING SUPPLIERS. CONTACT ENGINEER FOR EXPECTED RANGE OF SHRINKAGE. 20. FLOOR FINISHES:THE CONTRACTOR MUST PROVIDE AND CORRECTLY INSTALL AN ISOLATION MEMBRANE AND PROPERLY DETAILED EXPANSION JOINTS TO HELP MINIMIZE CRACKING OF FINISHES WITH CEMENTITIOUS SETTING BEDS OR FINISH PROPERTIES (TILE, STONE, TERRAZZO, CONCRETE TOPPING, ETC.). THE EXPANSION JOINTS SHALL BE SIZED FOR AN EXPECTED SHORTENING MOVEMENT OF 0.01 IN/FT. 21. CONCRETE PLACEMENT TOLERANCE:CONFORM TO ACI 117 FOR CONCRETE PLACEMENT TOLERANCE. 22. FLOOR FLATNESS AND FLOOR LEVELNESS:MINIMUM VALUES OF FLATNESS, F(F) 30 AND OF LEVELNESS, F(L) 20 WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24 AND OF LEVELNESS, F(L) 15 FOR SLABS-ON-GRADE ARE REQUIRED. OVERALL MINIMUM VALUES OF FLATNESS, F(F) 30 WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24 FOR SUSPENDED SLABS ARE REQUIRED. CONCRETE SLABS THAT WILL RECEIVE WOOD FLOORING SHALL HAVE A MINIMUM F(F) 35. THE PRECEDING VALUES ARE MINIMUMS UNLESS SPECIFICATIONS REQUIRE HIGHER VALUES. MEASURED VALUES SHALL BE IN ACCORDANCE WITH ACI 117. 05.05.19 POST-INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) 1. REFERENCE STANDARDS:CONFORM TO: 1.1. IBC CHAPTER 19 “CONCRETE” 1.2. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1.3. IBC CHAPTER 21 “MASONRY” 1.4. TMS 402 “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES” 2.POST-INSTALLED ANCHORS:INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY THE SER. ALL POST-INSTALLED ANCHOR TYPES AND LOCATIONS SHALL BE APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-ESR THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE STRENGTH EXCEEDS THE REQUIRED STRENGTH. SUBMIT CURRENT MANUFACTURER’S DATA AND ICC-ESR TO THE SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ICC-ESR AND THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER’S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO THE COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST-INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE SER AS REQUESTED. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI OR AN APPROVED EQUIVALENT. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF POST-INSTALLED ANCHORS. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION OF THESE GENERAL NOTES. ANCHOR TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. 2.1.ADHESIVE ANCHORS: THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE OR MASONRY AS APPLICABLE AND IN ACCORDANCE WITH THE CORRESPONDING CURRENT ICC ESR REPORT. REFERENCE THE CORRESPONDING ICC-ESR FOR REQUIRED MINIMUM AGE OF CONCRETE, CONCRETE TEMPERATURE RANGE, MOISTURE CONDITION, LIGHT WEIGHT CONCRETE, AND HOLE DRILLING AND PREPARATION REQUIREMENTS. DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON DRAWINGS OR NOT LESS THAN SEVEN TIMES THE ANCHOR NOMINAL DIAMETER (7D). ADHESIVE ANCHORS ARE TO BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS UNLESS OTHERWISE SPECIFIED IN THE ICC-ESR. HILTI “HIT-HY 200-R V3” - ICC-ESR 4868 FOR ANCHORAGE TO CONCRETE HILTI “HIT-RE 500 V3” - ICC-ESR 3814 FOR ANCHORAGE TO CONCRETE 2.2. EXPANSION ANCHORS: THE FOLLOWING EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC-ESR: SIMPSON “STRONG-BOLT 2” - ICC-ESR 3037 FOR ANCHORAGE TO CONCRETE, IAPMO 240 TO MASONRY 2.3. SCREW ANCHORS: THE FOLLOWING SCREW TYPE ANCHOR IS PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC-ESR: SIMPSON “TITEN HD” - ICC-ESR 2713 FOR CARBON STEEL TO CONCRETE, ICC-ESR 1056 FOR MASONRY ONLY, IAPMO 493 FOR STAINLESS STEEL TO CONCRETE 05.12.00 STRUCTURAL STEEL 1. REFERENCE STANDARDS:CONFORM TO: 1.1. IBC CHAPTER 22 “STEEL” 1.2. ANSI/AISC 303 “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES” 1.3. AISC “MANUAL OF STEEL CONSTRUCTION” 1.4. ANSI/AISC 360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” 1.5. AWS D1.1 “STRUCTURAL WELDING CODE - STEEL” 1.6. RCSC “SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS” 2. SUBMITTALS:SUBMIT THE FOLLOWING DOCUMENTS TO THE SER FOR REVIEW: 2.1. SHOP DRAWINGS COMPLYING WITH AISC 360 SECTIONS M1 AND N3 AND AISC 303 SECTION 4. 2.2. ERECTION DRAWINGS COMPLYING AISC 360 SECTIONS M1 AND N3 AND AISC 303 SECTION 4. 2.3. WELD PROCEDURE SPECIFICATIONS (WPS'S) FOR SHOP AND FIELD WELDING. 2.4. MANUFACTURER’S CERTIFICATES OF CONFORMANCE FOR ELECTRODES, FLUXES, AND GASES (WELDING CONSUMABLES). 3. COPIES:MAKE COPIES OF THE FOLLOWING DOCUMENTS AVAILABLE UPON REQUEST TO THE SER OR OWNER’S INSPECTION AGENCY IN ELECTRONIC OR PRINTED FORM PRIOR TO FABRICATION PER AISC 360 SECTION N3.2 REQUIREMENTS: 3.1. FABRICATOR’S WRITTEN QUALITY CONTROL MANUAL THAT INCLUDES, AS A MINIMUM: 3.1.1. MATERIAL CONTROL PROCEDURES 3.1.2. INSPECTION PROCEDURES 3.1.3. NON-CONFORMANCE PROCEDURES 3.2. STEEL AND ANCHOR ROD SUPPLIERS’ MATERIAL TEST REPORTS (MTRS) INDICATING COMPLIANCE WITH SPECIFICATIONS. 3.3. FASTENER MANUFACTURER’S CERTIFICATION DOCUMENTING CONFORMANCE WITH THE SPECIFICATION. 3.4. FILLER METAL MANUFACTURER’S PRODUCT DATA FOR SMAW, FCAW, AND GMAW INDICATING: 3.4.1. PRODUCT SPECIFICATION COMPLIANCE 3.4.2. RECOMMENDED WELDING PARAMETERS 3.4.3. RECOMMENDED STORAGE AND EXPOSURE REQUIREMENTS INCLUDING BAKING 3.4.4. LIMITATIONS OF USE 3.5. WELDED HEADED (SHEAR) STUD ANCHORS MANUFACTURER’S CERTIFICATION INDICATING THEY MEET SPECIFICATIONS. 3.6. WPS'S FOR SHOP AND FIELD WELDING. 3.7. MANUFACTURER’S CERTIFICATES OF CONFORMANCE FOR ELECTRODES, FLUXES, AND GASES (WELDING CONSUMABLES). 3.8. PROCEDURE QUALIFICATION RECORDS (PQRS) FOR WPS'S THAT ARE NOT PREQUALIFIED IN ACCORDANCE WITH AWS. 3.9. WELDING PERSONNEL PERFORMANCE QUALIFICATION RECORDS (WPQRS) AND CONTINUITY RECORDS CONFORMING TO AWS STANDARDS 4. MATERIALS:STRUCTURAL STEEL MATERIALS SHALL CONFORM TO MATERIALS AND REQUIREMENTS LISTED IN AISC 360 SECTION A3 INCLUDING, BUT NOT LIMITED TO: SHAPE TYPE WIDE FLANGE (W) AND TEE (WT) SHAPES ASTM A992, Fy = 50 KSI PLATE (PL) ASTM A36, Fy = 36 KSI SQUARE/RECT HSS ASTM A500, GRADE C, Fy = 50 KSI HIGH-STRENGTH, HEAVY HEX BOLTS ASTM F3125 GRADE A325/F1852, TYPE 1 OR 3, PLAIN HEAVY HEX NUTS ASTM A563, GRADE AND FINISH PER RCSC TABLE 2.1 WASHERS (HARDENED FLAT OR BEVELED) ASTM F436, GRADE AND FINISH PER RCSC TABLE 2.1 ANCHOR RODS (ANCHOR BOLTS, TYPICAL) ASTM F1554, GRADE 36 MILD THREADED RODS ASTM A36, Fy = 36 KSI WELDED HEADED STUD ANCHORS ASTM A108 - NELSON/TRW S3L WELDED HEADED STUD ANCHORS ASTM A108 - NELSON/TRW H4L 5. STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS: 5.1. ASTM F3125 GRADE A325-N BOLTS - “THREADS NOT EXCLUDED IN THE SHEAR PLANE.” 5.2. HIGH-STRENGTH BOLTED JOINTS HAVE BEEN DESIGNED AS “BEARING” CONNECTIONS. 5.3. PROVIDE ASTM BOLT GRADE AND TYPE AS SPECIFIED IN THE MATERIALS SECTION OF THESE GENERAL NOTES. 5.4. PROVIDE WASHERS OVER OUTER PLY OF SLOTTED HOLES AND OVERSIZE HOLES PER RCSC TABLE 6.1. 5.5. PROVIDE NUT AND WASHER GRADES, TYPES, AND FINISHES CONFORMING TO RCSC TABLE 2.1. 5.6. PROVIDE FASTENER ASSEMBLIES FROM A SINGLE SUPPLIER. 5.7. JOINT TYPES SHALL BE: 5.7.1. ST - “SNUG TIGHT,” FOR TYPICAL BEAM END “SHEAR”CONNECTIONS UNLESS NOTED OTHERWISE. 5.7.2. SC - “SLIP CRITICAL,” WHERE SPECIFICALLY INDICATED. PROVIDE WITH CLASS A | B FAYING SURFACE. 5.8. INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH RCSC SECTION 8 AND TABLE 4.1. 5.9. INSPECTION IS PER RCSC SECTION 9. 6. ANCHORAGE TO CONCRETE: 6.1. SHEAR STUDS ON STEEL BEAMS FOR COMPOSITE CONSTRUCTION: HEADED SHEAR STUDS WELDED (WHS) TO TOPS OF WIDE FLANGE BEAMS SHALL BE 3/4″ DIAMETER WITH NOMINAL STUD LENGTHS AS INDICATED. UNLESS NOTED OTHERWISE, PROVIDE MINIMUM SHEAR STUD HEIGHT EQUAL TO THE METAL DECK DEPTH + 1-1/2″ AND A MAXIMUM SHEAR STUD HEIGHT THAT ALLOWS FOR 1/2″ OF CONCRETE COVER OVER THE STUD. 6.2. COLUMN ANCHOR RODS AND BASE PLATES: ALL COLUMNS (VERTICAL MEMBER ASSEMBLIES WEIGHING OVER 300 LB) SHALL BE PROVIDED WITH A MINIMUM OF FOUR 3/4″ DIAMETER ANCHOR RODS. COLUMN BASE PLATES SHALL BE AT LEAST 3/4″ THICK UNLESS NOTED OTHERWISE. CAST-IN-PLACE ANCHOR RODS SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE ENGINEER. UNLESS NOTED OTHERWISE, EMBEDMENT OF CAST-IN- PLACE ANCHOR RODS SHALL BE 12 TIMES THE ANCHOR DIAMETER (12D). 6.3. EMBEDDED STEEL PLATES FOR ANCHORAGE TO CONCRETE: PL EMBEDDED IN CONCRETE WITH WHS OR DOWEL BAR ANCHORS (DBA) SHALL BE OF THE SIZES AND LENGTHS AS INDICATED ON THE PLANS WITH MINIMUM 1/2″ DIA x 6″ LONG WHS, BUT PROVIDE NOT LESS THAN 3/4″ INTERIOR COVER OR 1-1/2″ EXTERIOR COVER TO THE OPPOSITE FACE OF CONCRETE UNLESS NOTED OTHERWISE. 7. FABRICATION: 7.1. CONFORM TO AISC 360 SECTION M2 AND AISC 303 SECTION 6. 7.2. QUALITY CONTROL (QC) SHALL CONFORM TO: 7.2.1. AISC 360 CHAPTER N 7.2.2. AISC 303 SECTION 8 7.2.3. FABRICATOR AND ERECTOR SHALL ESTABLISH AND MAINTAIN WRITTEN QC PROCEDURES PER AISC 360 SECTION N3. 7.2.4. FABRICATOR SHALL PERFORM SELF-INSPECTIONS PER AISC 360 SECTION N5 TO ENSURE THAT THEIR WORK IS PERFORMED IN ACCORDANCE WITH CODE OF STANDARD PRACTICE, THE AISC SPECIFICATION, CONTRACT DOCUMENTS, AND THE APPLICABLE BUILDING CODE. 7.2.5. QC INSPECTIONS MAY BE COORDINATED WITH QUALITY ASSURANCE (QA) INSPECTIONS PER AISC 360 SECTION N5.3 WHERE FABRICATORS QA PROCEDURES PROVIDE THE NECESSARY BASIS FOR MATERIAL CONTROL, INSPECTION, AND CONTROL OF THE WORKMANSHIP EXPECTED BY THE SPECIAL INSPECTOR. 8. WELDING: 8.1. WELDING SHALL CONFORM TO AWS D1.1 WITH PREQUALIFIED WELDING PROCESSES EXCEPT AS MODIFIED BY AISC 360 SECTION J2 WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS. 8.2. USE 70 KSI STRENGTH, LOW-HYDROGEN TYPE ELECTRODES (E7018) OR E71T AS APPROPRIATE FOR THE PROCESS SELECTED. 8.3. WELDING OF HIGH-STRENGTH ANCHOR RODS IS PROHIBITED UNLESS APPROVED BY ENGINEER. 8.4. WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS D1.1 CHAPTER 7. 9. ERECTION: 9.1. CONFORM TO AISC 360 SECTION M4 AND AISC 303 SECTION 7. 9.2. CONFORM TO AISC 360 CHAPTER N AND AISC 303 SECTION 8. 9.2.1. THE ERECTOR SHALL MAINTAIN DETAILED ERECTION QC PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THESE REQUIREMENTS AND THE CONTRACT DOCUMENTS. 9.3. STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC 303 SECTION 7.13. 9.4. HIGH-STRENGTH BOLTING SHALL COMPLY WITH THE RCSC REQUIREMENTS INCLUDING RCSC SECTION 7.2, AS APPLICABLE AND AISC 360 CHAPTER J AND SECTIONS M2.5 AND N5.6. 9.5. WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS D1.1 CHAPTER 7. 9.6. PROVIDE HEADED (SHEAR) STUD ANCHORS WELDED THROUGH THE METAL DECK TO TOPS OF BEAMS DENOTED IN PLANS. 9.7. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 AND AISC 303 SECTIONS 7.10 AND 7.11. 10. PROTECTIVE COATING REQUIREMENTS: 10.1. SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS OTHERWISE SPECIFIED BY THE PROJECT SPECIFICATIONS. 10.2.INTERIOR STEEL: 10.2.1. UNLESS NOTED OTHERWISE, DO NOT PAINT ANY OF THE STEEL SURFACES MEETING THE FOLLOWING CONDITIONS: 10.2.1.1.CONCEALED BY THE INTERIOR BUILDING FINISHES 10.2.1.2.FIREPROOFED 10.2.1.3.EMBEDDED IN CONCRETE 10.2.1.4.SPECIALLY PREPARED AS A “FAYING SURFACE” FOR TYPE-SC “SLIP-CRITICAL” CONNECTIONS INCLUDING BOLTED CONNECTIONS THAT FORM A PART OF THE SFRS GOVERNED BY AISC 341 UNLESS THE COATING CONFORMS TO REQUIREMENTS OF THE RCSC AND IS APPROVED BY THE ENGINEER. 10.2.1.5.WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTIONS AND NON- DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE SATISFIED. 10.2.2. INTERIOR STEEL EXPOSED TO VIEW SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 10.3. STEEL NEED NOT BE PRIMED OR PAINTED UNLESS NOTED OTHERWISE ON PLAN OR IN THE PROJECT SPECIFICATIONS. CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 UNLESS A MULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 06.11.00 WOOD FRAMING 1. REFERENCE STANDARDS:CONFORM TO: 1.1. IBC CHAPTER 23 “WOOD” 1.2. ANSI/AWC NDS “NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION - WITH NDS SUPPLEMENT” 1.3. ANSI/AWC SDPWS “SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC” 1.4. APA PDS “PANEL DESIGN SPECIFICATION” 1.5. TPI 1 “NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION” 1.6. BCSI B1 “GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING, AND BRACING OF TRUSSES” 1.7. DSB-89 “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES” 1.8. APA REPORT TT-045B “MINIMUM NAIL PENETRATION FOR WOOD STRUCTURAL PANEL CONNECTIONS SUBJECT TO LATERAL LOADS” 1.9. APA REPORT TT-061C “1-5/16″ THICK I-JOIST FLANGES AND DIAPHRAGM NAIL PENETRATION” 2. SUBMITTALS: 2.1. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE MEMBER SIZE, SPACING, CAMBER, MATERIAL TYPE, GRADE, SHOP AND FIELD ASSEMBLY DETAILS AND CONNECTIONS, AND TYPES AND LOCATION OF BOLTS AND OTHER FASTENERS. SUPPLY SHOP DRAWINGS FOR THE FOLLOWING: 2.1.1. GLUED LAMINATED MEMBERS 2.1.2. LVL MEMBERS 2.1.3. LSL MEMBERS 2.2. SOFTWOOD LUMBER, SOFTWOOD PLYWOOD, ORIENTED STRAND BOARD, GLUED LAMINATED TIMBER, LAMINATED VENEER LUMBER, LAMINATED STRAND LUMBER, AND WOOD I-JOISTS. EPDS MUST CONFORM TO ISO 14025 AND EN 15804 OR ISO 21930 AND HAVE AT LEAST A CRADLE-TO-GATE SCOPE. INDUSTRY-WIDE EPDS ARE ACCEPTABLE AS AN ALTERNATE TO FACILITY-SPECIFIC EPDS UPON REQUEST. 3. DEFERRED SUBMITTALS:SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY AN SSE IN THE STATE OF COLORADO FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER’S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER THE DEFERRED SUBMITTALS SECTION. PRODUCTS INCLUDED ARE: 3.1. METAL PLATE CONNECTED TRUSSES (PREFABRICATED TRUSSES): CONFORM TO IBC SECTION 2303.4. TRUSS SUPPLIER TO PROVIDE DESIGN AND MATERIALS FOR ALL PERMANENT TRUSS BRACING. SHOP DRAWINGS SHALL BE PROVIDED FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, AND VALLEYS SHOWN ON THE DRAWINGS. THE MANUFACTURER SHALL PROVIDE SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (STEP DOWN TRUSSES, JACK TRUSSES AND GIRDER TRUSSES) UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS- TO-TRUSS AND TRUSS-TO-SUPPORT CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. SPECIFY TEMPORARY AND PERMANENT BRACING AND CONNECTIONS ON THE SHOP DRAWINGS. PROVIDE ALL TRUSS REACTIONS ON SHOP DRAWINGS. ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 0 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t GENERAL NOTES S1.3 4. IDENTIFICATION:ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. 5. MATERIALS: 5.1. SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA AND REQUIREMENTS BELOW. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE WALL STUD/TOP AND BOTTOM PLATES 2x4, 3x4, 2x6, 3x6 DOUG FIR LARCH NO. 2 SILL PLATES (AT CONCRETE) 2x4, 3x4, 2x6, 3x6 PT DOUG FIR LARCH NO. 2 POSTS 4x4, 4x6, 4x8 DOUG FIR LARCH NO. 2 FLOORS OR ROOF JOISTS 2x6 THROUGH 2x12 DOUG FIR LARCH NO. 2 BEAMS 4x8 THROUGH 4x12 DOUG FIR LARCH NO. 2 BEAMS 6x8 THROUGH 6x12 DOUG FIR LARCH NO. 1 POSTS OR TIMBERS 6x6, 8x8 DOUG FIR LARCH NO. 1 LIGHT FRAMING/STUDS 2x4 DOUG FIR LARCH NO. 2 LIGHT FRAMING/STUDS 2x6 DOUG FIR LARCH NO. 2 LIGHT FRAMING/STUDS 4x4, 4x6, 4x8 DOUGLAS FIR LARCH NO. 2 JOISTS AND PLANKS 2x6 THROUGH 2x12 DOUGLAS FIR LARCH NO. 2 BEAMS AND STRINGERS 4x8 THROUGH 4x12 DOUGLAS FIR LARCH NO. 2 BEAMS AND STRINGERS 6x8 THROUGH 6x12 DOUGLAS FIR LARCH NO. 1 POSTS AND TIMBERS 6x6 DOUGLAS FIR LARCH NO. 1 POSTS AND TIMBERS 8x8 DOUGLAS FIR LARCH NO. 1 5.2. GLUED LAMINATED TIMBER: CONFORM TO ANSI 117 AND ANSI A190.1. CAMBER ALL GLUED LAMINATED BEAMS, EXCEPT CANTILEVERED AND CONTINUOUS BEAMS, TO A RADIUS OF 3,000 FT UNLESS SHOWN OTHERWISE ON THE PLANS. FABRICATE CANTILEVERED AND CONTINUOUS BEAMS FLAT UNLESS SHOWN OTHERWISE ON PLANS. 5.3. GLUED LAMINATED TIMBER - REQUIREMENTS: MEMBER USE SIZES SPECIES COMB. SYMBOL BEAMS - SIMPLE SPAN ALL DF/DF 24F-V4 BEAMS - OTHER ALL DF/DF 24F-V8 5.4. GLUED LAMINATED TIMBER - PRESERVATIVE TREATMENT (TREATED AFTER GLUING): GLUED LAMINATED TIMBER REQUIRING PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH AWPA STANDARD U1 AND T1. RETENTIONS SHALL BE: 5.4.1. UC1: INTERIOR CONSTRUCTION, ABOVE GROUND, DRY-INTERIOR CONSTRUCTION AND FURNISHINGS. 5.4.2. UC2: INTERIOR CONSTRUCTION, ABOVE GROUND, DAMP-INTERIOR CONSTRUCTION. 5.4.3. UC3B: EXTERIOR CONSTRUCTION, ABOVE GROUND, UNCOATED OR POOR WATER RUN-OFF-DECKING, DECK JOISTS, RAILINGS, FENCE PICKETS, UNCOATED MILLWORK. 5.4.4. UC4A: GROUND CONTACT OR FRESH WATER, NON-CRITICAL COMPONENTS-FENCE, DECK AND GUARDRAIL POSTS, CROSSTIE AND UTILITY POLES. 5.5. GLUED LAMINATED TIMBER - PRESERVATIVE PENETRATION (PCF) REQUIREMENTS: USE CATEGORY PRESERVATIVE SYSTEM UC1, UC2, UC3B PCP-A OR PCP-C CU-8-Q CUN COASTAL DOUG FIR 0.30 PCF N/A 0.04 PCF UC4A COASTAL DOUG FIR 0.60 PCF N/A 0.06 PCF 5.5.1.GLULAM THAT IS TO BE PRESERVATIVE-TREATED SHOULD BE TRADEMARKED WITH THE APA EWS STAMP AND MUST BE BONDED WITH WET-USE ADHESIVES CONFORMING TO ANSI A190.1. INCISING IS REQUIRED FOR DOUGLAS-FIR, WESTERN HEMLOCK AND HEM-FIR. MOST GLUED LAMINATED TIMBER TO BE PRESSURE-TREATED WILL BE IN CUSTOM SIZES AND SHOULD BE ORDERED TO EXACT DIMENSIONS, WHEN POSSIBLE, TO AVOID FILED CUTS, WHICH MUST BE RETREATED. IN ADDITION, ALL FABRICATION, CUTTING AND PRE-DRILLING OF HOLES FOR FASTENERS IS RECOMMENDED PRIOR TO PRESERVATIVE- TREATING. FIELD TREATMENT SHOULD BE APPLIED TO SATURATION BY DIPPING, BRUSHING, SPRAYING, SOAKING OR COATING IN ACCORDANCE WITH AWPA STANDARD M4. 5.5.2. FASTENERS USED TO CONNECT PRESERVATIVE-TREATED GLUED LAMINATED TIMBER SHOULD BE CORROSION RESISTANT TO WITHSTAND THE EFFECTS OF THE HIGH-MOISTURE ENVIRONMENT TO WHICH THESE MEMBERS ARE TYPICALLY EXPOSED. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH WOOD TREATED WITH COPPER BASED SOLUTIONS. 5.6. WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES OF VENEER AND WOOD-BASED MATERIAL WITH T&G JOINT. ARCHITECT MAY DISALLOW OSB. CONFIRM WITH ARCHITECT. CONFORM TO “STRUCTURAL PLYWOOD” BASED ON PRODUCT STANDARD PS 1-19 BY THE U.S. DEPT. OF COMMERCE, AND “PERFORMANCE STANDARD FOR WOOD STRUCTURAL PANELS” BASED ON PRODUCT STANDARD PS 2-18 BY THE U.S. DEPT. OF COMMERCE AND “PANEL DESIGN SPECIFICATION” BASED ON APA D510 BY THE ENGINEERED WOOD ASSOCIATION. UNLESS NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING TABLE: 5.7. WOOD STRUCTURAL SHEATHING (PLYWOOD) - MINIMUM THICKNESS AND APA RATING REQUIREMENTS: LOCATION THICKNESS SPAN RATING PLYWOOD GRADE WALLS 15/32″ 32/16 C-D FLOORS 23/32″ T&G 24 OC STURD-I-FLOOR ROOFS 19/32″ 40/20 C-D 5.7.1. ALL EXPOSURES TO BE CATEGORY 1. 5.7.2. UNLESS NOTED OTHERWISE ON PLAN, INSTALL ROOF AND FLOOR PANELS WITH LONG DIMENSION ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. END JOINTS SHALL OCCUR OVER SUPPORTS. HUD MATERIALS BULLETIN 40C GRADE MARKING OF SHEATHING CERTIFICATION IS REQUIRED. 5.8.TIMBER CONNECTORS: SHALL BE “STRONG TIE” BY SIMPSON COMPANY AS SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER’S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS OR BOLTS IN EACH MEMBER. WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS IN CONTACT WITH PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA, CONNECTORS SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG), MECHANICALLY GALVANIZED (ASTM B695, CLASS 55 MINIMUM) STAINLESS STEEL, OR PROVIDED WITH 1.85 OZ/SF OF ZINC GALVANIZING EQUAL TO OR BETTER THAN SIMPSON ZMAX FINISH. 5.8.1. WHERE STRAPS ARE USED AS HOLD-DOWNS, NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATION, AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE. 5.9.FASTENERS (NAILS, BOLTS, SCREWS, ETC.) ATTACHING TIMBER CONNECTORS (JOIST HANGERS, POST CAPS AND BASES, ETC.) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES (MATCHING PROTECTIVE TREATMENTS) AS THE PROTECTED CONNECTOR. FASTENERS (NAILS, BOLTS, SCREWS, ETC.) ATTACHING SAWN TIMBER MEMBERS OR SHEATHING (SHEAR WALLS) TO PT WOOD SHALL BE CORROSION RESISTANT; NAILS AND LAG BOLTS SHALL BE EITHER HDG (ASTM A153) OR STAINLESS STEEL. VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER. 5.9.1. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 5.10. LAG SCREWS/BOLTS: CONFORM TO ASTM A307 AND NDS CHAPTER 12. 5.10.1. LAG SCREW INSTALLATION SHALL CONFORM TO NDS SECTION 12.1.4 INCLUDING REQUIRED DRILLED LEAD AND/OR CLEARANCE HOLES. 5.11. NAILS AND STAPLES: CONFORM TO ASTM F1667 AND IBC SECTIONS 2303.6 AND 2304.10. 5.12. ENGINEERED WOOD PRODUCTS (TRUSJOIST): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO ORDERING. A HUD MATERIAL RELEASE FORM IS REQUIRED FOR ALL MANUFACTURED WOOD PRODUCTS LISTED BELOW. 5.12.1. LAMINATED VENEER LUMBER (LVL): CONFORM TO ICC-ESR 1387 OR CCMC REPORT NO. 08675-R. 5.12.2. PARALLEL STRAND LUMBER (PSL): CONFORM TO ICC-ESR 1387 OR CCMC REPORT NO. 11161-R. 5.12.3. LAMINATED STRAND LUMBER (LSL): CONFORM TO ICC-ESR 1387 OR CCMC REPORT NO. 12627-R. 5.12.4. PARALLEL CHORD I-JOISTS (DEFERRED SUBMITTAL): CONFORM TO ICC-ESR 1153 OR CCMC REPORT NO. 13132-R. THE MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL HAVE WOOD CHORDS AND SOLID WOOD WEBS. 5.13. ENGINEERED WOOD PRODUCTS (TRUSJOIST) - REQUIREMENTS: TYPE USE WIDTH(S)E (106 PSI)Fb (PSI)Fv (PSI)Fc // (PSI) LSL RIMBOARD RIMBOARD OR STAIR STRINGER 1-1/2″ 1.3 1,700 425 1,835 TIMBERSTRAND LSL RIMBOARD, HEADER OR BEAM ≥ 9″ DEPTH 1-3/4″, 3-1/2″ 1.55 2,325 310 2,170 TIMBERSTRAND LSL WALL STUD 2x4 AND 2x6 1-1/2″ 1.5 1,700 425 1,835 MICROLLAM LVL HEADER, BEAM 1-3/4″ 2.0 2,600 285 2,510 5.14. ENGINEERED WOOD PRODUCTS (REDBUILT): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY REDBUILT AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO ORDERING. 5.14.1. LAMINATED VENEER LUMBER (REDLAM LVL): CONFORM TO ICC-ESR 2993 OR CCMC REPORT NO. 13485-R. 5.14.2. OPEN WEB WOOD TRUSSES: CONFORM TO ICC-ESR 1774. THE MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. TRUSSES SHALL HAVE WOOD CHORDS AND METAL WEBS. 6. NAILING REQUIREMENTS:CONFORM TO IBC SECTION 2304.10. UNLESS NOTED OTHERWISE ON PLAN, NAIL PER IBC TABLE 2304.10.2. NAILING FOR ROOFS/FLOORS AND DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE SER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW BY THE SER PRIOR TO CONSTRUCTION. 7. STANDARD LIGHT-FRAME CONSTRUCTION:UNLESS NOTED OTHERWISE ON PLAN, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308. 8. NAILERS ON STEEL COLUMNS AND BEAMS:WOOD 3x NAILERS ARE GENERALLY REQUIRED ON ALL HSS COLUMNS AND STEEL BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED OTHERWISE, ATTACH WITH 5/8″ DIAMETER BOLTS OR WELDED STUDS AT 16″ OC. UNLESS NOTED OTHERWISE, WOOD NAILERS ON BEAMS SUPPORTING JOIST HANGERS SHALL NOT OVERHANG THE BEAM FLANGE BY MORE THAN 1/4″. 9. WOOD SHRINKAGE AND EXPANSION:WOOD MATERIALS WILL EXPAND OR CONTRACT BASED ON RELATIVE CHANGES IN MOISTURE. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION RELATED TO MITIGATING AND MANAGING THE EFFECTS OF CHANGES IN MOISTURE. 10. MOISTURE CONTENT:THE CONTRACTOR SHALL MAKE PROVISIONS DURING HANDLING AND CONSTRUCTION TO PREVENT THE STRUCTURAL WOOD MEMBERS FROM EXCEEDING THE APPROPRIATE MOISTURE CONTENT LIMITS. THE MOISTURE CONTENT FOR SOLID SAWN WOOD MATERIAL USED FOR THIS PROJECT SHALL NOT EXCEED 19%. THE MOISTURE CONTENT FOR ENGINEERED WOOD PRODUCTS, LAMINATED LUMBER AND SHEATHING SHALL NOT EXCEED THE LIMITS REQUIRED BY THE MANUFACTURER OR 12%, WHICHEVER IS LESS. THE MOISTURE CONTENT LIMITS MAY BE MORE STRINGENT FOR PARTICULAR PRODUCT REQUIREMENTS (E.G., FINISHES, CLADDING, INSULATION SYSTEMS, ETC.). THE CONTRACTOR SHALL REFER TO THE ARCHITECT’S DRAWINGS, PROJECT SPECIFICATIONS, OR INSTALLER/PRODUCT REQUIREMENTS FOR ADDITIONAL REQUIREMENTS. 11. SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS:MEP SYSTEMS, INCLUDING DUCTWORK, PIPES, AND OTHER ELEMENTS THAT RUN CONTINUOUSLY BETWEEN LEVELS SHALL BE INSTALLED/DESIGNED IN SUCH A MANNER TO ACCOMMODATE SHRINKAGE IN THE WOOD FRAMING. WOOD SHRINKAGE AMOUNTS WILL VARY DEPENDING ON THE CONSTRUCTION PROCESS AND MATERIALS USED. THE ANTICIPATED SHRINKAGE UNDER TYPICAL CONDITIONS IS EXPECTED TO RANGE BETWEEN 1/8″ AND 1/4″ PER FLOOR. 12. CLADDING COMPATIBILITY:THE ARCHITECT/OWNER AND CONTRACTOR SHALL REVIEW THE CLADDING, FINISHES, INSULATION SYSTEMS, OTHER NON-STRUCTURAL COMPONENTS, AND CONSTRUCTION PROCEDURES PROPOSED FOR THE PROJECT WITH RESPECT TO THEIR PERFORMANCE OVER WOOD FRAMING. EIFS SYSTEMS SHOULD BE AVOIDED ON WOOD-FRAMED PROJECTS DUE TO PROBLEMS WITH MOISTURE PROOFING. NOTE THAT DCI IS NOT RESPONSIBLE FOR THE ATTACHMENT OF THE CLADDING TO THE WOOD STUDS WHICH NEEDS TO BE VERIFIED AND PROVIDED BY THE CLADDING SUPPLIER. 13. STORAGE AND HANDLING: 13.1. ALL STORAGE AND HANDLING IS TO BE A MEANS AND METHODS PROVIDED BY THE CONTRACTOR. THE CONTRACTOR IS TO DETERMINE THE BEST PRACTICES IN ORDER TO AVOID DAMAGE TO THE MEMBERS DURING STORAGE, SUCH AS FUNGAL GROWTH AND EXPOSURE TO WEATHER CONDITIONS. THE FOLLOWING ARE SUGGESTIONS TO AID THE CONTRACTOR. ALL MATERIALS SHOULD BE STORED LEVEL ON SITE AND MUST BE RAISED OFF THE GROUND A MINIMUM OF 6″ BY MEANS OF BLOCKING AND SEPARATING SPACERS. IT IS RECOMMENDED THAT THE MATERIALS ARE COVERED WITH AN ADDITIONAL OPAQUE WATERPROOF MATERIAL (I.E. GOOD QUALITY TARPAULIN). WHEN MEMBERS ARE WRAPPED IN POLY OR ANOTHER MATERIAL WHICH MAY INHIBIT AIR FLOW, THE MATERIAL SHOULD HAVE SLOTS OR PERFORATIONS TO ALLOW FOR AIR FLOW AND PREVENT THE ACCUMULATION OF WATER AND/OR CONDENSATION. ENSURE THAT ALL EXPOSED MEMBERS ARE PROTECTED. PROTECTIVE MATERIAL SHOULD BE REMOVED ONLY AFTER THE ROOF OR STRUCTURE PROVIDING COVER IS INSTALLED. MEMBERS SHOULD BE CONSTANTLY PROTECTED FROM WEATHER DURING TRANSPORTATION, STORAGE, AND ERECTION. 13.2. FOR INTERIOR GLULAM MEMBERS, THE HEAT IN THE BUILDING SHOULD BE GRADUALLY INCREASED OVER A TWO-TO-THREE-WEEK PERIOD IN ORDER TO PROVIDE A GRADUAL CHANGE IN MOISTURE CONTENT. DO NOT DIRECT ANY FORCED AIR HEATING SYSTEMS ONTO THE GLULAM MEMBERS. IT IS RECOMMENDED TO APPLY THE FINAL FINISH TO THE GLULAM MEMBER BEFORE HEAT IS APPLIED. 13.3. MEMBERS THAT ARE TO BE EXPOSED TO VIEW IN THE FINISHED STRUCTURE SHOULD BE HANDLED USING NYLON OR FABRIC SLINGS TO PREVENT SURFACE DAMAGE. THE CONTRACTOR SHOULD ALSO USE MEANS TO PROTECT CORNERS OF MEMBERS TO PREVENT CRUSHING DURING TRANSPORTATION, STORAGE, AND ERECTION. ALL BOLTS SHOULD BE GALVANIZED OR MADE SURE THAT THEY ARE FREE OF OIL TO PREVENT STAINING. GLULAM MEMBERS SHOULD BE TREATED AND STAINED PER THE ARCHITECT OF RECORD'S RECOMMENDATIONS. THE FOLLOWING ARE PROVIDED IN ORDER TO HELP GUIDE THE CONTRACTOR IN THE BEST PRACTICES TO PRESERVE THE QUALITY OF WOOD PRODUCTS. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE AND AN END ALL SOLUTION AND SHOULD BE TAKEN UNDER CONSIDERATION BY THE CONTRACTOR AND SUPPLEMENTED AS NECESSARY. 14. PRESERVATIVE TREATMENT (PT):WOOD MATERIALS THAT ARE REQUIRED TO BE “TREATED WOOD” IN ACCORDANCE WITH IBC SECTION 2304.12 SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED OR AS PER IBC SECTION 2304.10.6. HUD UM48 PRESSURE- TREATED LUMBER AND PLYWOOD CERTIFICATION IS REQUIRED. 14.1. MUD SILL PLATES IN NORMALLY DRY INTERIOR APPLICATIONS MAY BE TREATED WITH SODIUM BORATE (DOT - DISODIUM OCTABORATE TETRAHYDRATE) AS RECENT STUDIES HAVE NOTED LESS CONNECTOR CORROSION POTENTIAL THAN OTHER AVAILABLE WOOD TREATMENTS OR THE ORIGINAL CCA TREATED SILL PLATES. WOOD TREATED WITH SODIUM BORATE SHALL BE PROTECTED DURING SHIPMENT, STORAGE AND INSTALLATION TO MINIMIZE LEACHING OF THE WATER-SOLUBLE PRESERVATIVE FROM THE LUMBER. SODIUM BORATE PRESSURE TREATED PLATES DO NOT REQUIRE HOT-DIPPED GALVANIZED CONNECTORS. 14.2.IF USING PRESERVATIVE TREATMENTS OTHER THAN CCA OR SODIUM BORATE, FASTENERS MUST BE HOT- DIPPED GALVANIZED OR STAINLESS-STEEL. WOOD TREATED WITH ALKALINE COPPER QUATERNARY (ACQ) REQUIRES STEEL COMPONENTS IN CONTACT WITH THE WOOD TO BE STAINLESS (NAILS, BOLTS, SCREWS, WASHERS, AND LAG SCREWS). FASTENERS (NAILS, BOLTS, SCREWS, WASHERS, AND LAG SCREWS) ATTACHING TIMBER CONNECTORS (JOIST HANGERS, POST CAPS AND BASES, ETC.) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES (MATCHING PROTECTIVE TREATMENTS) AS THE PROTECTED CONNECTOR; THAT IS, USE HOT-DIPPED GALVANIZED OR STAINLESS-STEEL FASTENERS. FASTENERS (NAILS, BOLTS, SCREWS, WASHERS, AND LAG SCREWS) ATTACHING SAWN TIMBER MEMBERS OR SHEATHING (SHEAR WALLS) TO PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT (HOT-DIPPED GALVANIZED OR STAINLESS-STEEL). 14.3. ALWAYS VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER. 15. FIRE RETARDANT TREATED (FRT) WOOD:WOOD MATERIAL THAT IS REQUIRED TO BE FIRE RETARDANT TREATED WOOD TO CONFORM TO IBC SECTION 2303.2. SUBMIT ICC REPORT TO THE SER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 2 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t SPECIAL INSPECTIONS S1.4 50.00.00 SPECIAL INSPECTIONS 1. THE FOLLOWING STATEMENT AND SCHEDULES OF INSPECTIONS ARE THOSE SPECIAL INSPECTIONS AND TESTS THAT SHALL BE PERFORMED FOR THIS PROJECT. SPECIAL INSPECTORS SHALL REFERENCE THESE PLANS AND IBC CHAPTER 17 FOR ALL SPECIAL INSPECTION REQUIREMENTS. THE OWNER SHALL RETAIN AN “APPROVED AGENCY” PER IBC SECTION 1703 TO PROVIDE SPECIAL INSPECTIONS FOR THIS PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS PER IBC SECTION 1704.2.4. SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW. IN ADDITION TO SPECIAL INSPECTION REPORTS AND TESTS, SUBMIT REPORTS AND CERTIFICATES NOTED IN IBC SECTION 1704.5 TO THE AUTHORITY HAVING JURISDICTION. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC SECTION 1704.2.4. 2. STATEMENT OF SPECIAL INSPECTIONS: 2.1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN WRITTEN WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: 2.1.1. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTOR. 2.1.2. MONITOR THE SPECIAL INSPECTION ACTIVITY ON THE PROJECT SITE TO ENSURE THAT SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTY AS STATED WITHIN THIS STATEMENT. 2.1.3. REVIEW ALL SPECIAL INSPECTION REPORTS SUBMITTED TO THEM BY THE SPECIAL INSPECTOR. 2.1.4. PERFORM INSPECTIONS AS REQUIRED BY IBC SECTION 110.3. 2.2. THE FOLLOWING SPECIAL INSPECTIONS ARE APPLICABLE TO THIS PROJECT: SPECIAL INSPECTIONS FOR STANDARD BUILDINGS (PER IBC SECTION 1705.1) REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (PER IBC SECTION 1705.13) NOT REQUIRED TESTING FOR SEISMIC RESISTANCE (PER IBC SECTION 1705.14) NOT REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE (PER IBC SECTION 1705.12) REQUIRED 3. SPECIAL INSPECTION OF SHOP FABRICATED, GRAVITY LOAD-BEARING MEMBERS AND ASSEMBLIES: 3.1. SPECIAL INSPECTION OF SHOP FABRICATED, GRAVITY LOAD-BEARING MEMBERS AND ASSEMBLIES SHALL BE VERIFIED BY THE SPECIAL INSPECTOR AS STATED IN SECTION 1704.2.5. 3.2. INCLUDE THE FOLLOWING: 3.2.1.PRIOR TO THE START OF FABRICATION: SPECIAL INSPECTOR(S), REPRESENTING THE OWNER, SHALL VISIT THE FABRICATOR’S SHOP(S) WHERE THE WORK IS TO BE PERFORMED, AND VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF WORKMANSHIP, MATERIAL CONTROL, AND FABRICATOR’S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. 3.2.2. FABRICATOR SHALL HAVE AVAILABLE FOR INSPECTOR’S REVIEW DETAILED PROCEDURES FOR MATERIAL CONTROL THAT DEMONSTRATE THE FABRICATOR’S ABILITY TO MAINTAIN SUITABLE RECORDS AND PROCEDURES SUCH THAT, AT ANY TIME DURING THE FABRICATION PROCESS, THE MATERIAL SPECIFICATION, GRADE, AND APPLICABLE TEST REPORTS FOR PRIMARY LOAD-CARRYING MEMBERS ARE CAPABLE OF BEING DETERMINED. 4. STRUCTURAL STEEL:PER IBC SECTION 1705.2.1 4.1. A QUALIFIED SPECIAL INSPECTOR OF AN “APPROVED AGENCY” PROVIDING QUALITY ASSURANCE (QA) SPECIAL INSPECTIONS FOR THE PROJECT SHALL REVIEW AND CONFIRM THE FABRICATOR AND ERECTOR’S QUALITY CONTROL (QC) PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO AISC 360 CHAPTER N, AISC 303, AWS D1.1, AND 2021 IBC CODE REQUIREMENTS FOR THE FABRICATOR’S SCOPE OF WORK. 4.2. REQUIREMENTS: 4.2.1. QA AGENCY PROVIDING SPECIAL INSPECTIONS SHALL PROVIDE PERSONNEL MEETING THE MINIMUM QUALIFICATION REQUIREMENTS FOR INSPECTION AND NONDESTRUCTIVE TESTING (NDT) PER AISC 360 SECTION N4. 4.2.1.1. QC AGENCY SHALL SUBMIT QUALIFICATION DOCUMENTS PER AISC 341 SECTION J2 ON PROJECTS SUBJECT TO SPECIAL INSPECTIONS ON SEISMIC FORCE RESISTING SYSTEMS WITH R > 3. 4.2.1.2. NDT PERSONNEL SHALL BE QUALIFIED PER AISC 341 SECTION J4. 4.2.1.3. PROVIDE QC AND QA INSPECTIONS PER AISC 341 SECTION J5 THROUGH J10 AS APPLICABLE. 4.2.2. VERIFY FABRICATOR AND ERECTOR QC PROGRAM PER AISC 360 SECTION N2. 4.2.3. INSPECTION OF WELDS AND BOLTS BY BOTH QC AND QA PERSONNEL SHALL BE PER THE SCHEDULE OF SPECIAL INSPECTIONS IN THESE DRAWINGS. ALL PROVISIONS OF AWS D1.1 FOR STATICALLY LOADED STRUCTURES SHALL APPLY. 4.2.4. NONDESTRUCTIVE TESTING (NDT) OF WELDS: 4.2.4.1. NDT OF WELDED JOINTS PER AISC 360 SECTION N5 4.2.4.2. RISK CATEGORY FOR DETERMINATION OF EXTENT OF NDT PER AISC 360 N5.5B IS NOTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL REQUIREMENTS. 4.2.4.3. NDT PERFORMED SHALL BE DOCUMENTED AND REPORTS SHALL IDENTIFY THE TESTED WELD BY PIECE MARK AND LOCATION OF THE PIECE. 4.2.4.4. FOR FIELD WORK, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK AND LOCATION OF THE PIECE. 4.2.5. ADDITIONAL INSPECTION TASKS PER AISC 360 SECTION N5.8. 4.2.6. INSPECTION FOR COMPOSITE CONSTRUCTION SHALL BE DONE PER AISC 360 SECTION N6. 4.3. POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: SHALL COMPLY WITH IBC SECTION 1703. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION SERVICE REPORT (ICC-ESR) AND AS INDICATED BY THE DESIGN REQUIREMENTS SPECIFIED ON THE DRAWINGS. REFER TO THE POST-INSTALLED ANCHORS SECTION OF THE GENERAL NOTES FOR ANCHORS THAT ARE THE BASIS OF THE DESIGN. SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST- INSTALLED ANCHORS SECTION OF THE GENERAL NOTES OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE SUBSTANTIATING CALCULATIONS AND A CURRENT 2021 IBC RECOGNIZED ICC-ESR. SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC-ESR. 4.4. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SECTION 1703. 5. SCHEDULES OF SPECIAL INSPECTIONS: 5.1. TABLE 1705.6 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS NO. SPECIAL INSPECTION CONTINUOUS PERIODIC 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY -X 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL - X 3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS - X 4 DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X - 5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY - X 5.2. TABLE 1705.3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION NO. SPECIAL INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1 INSPECT REINFORCEMENT AND VERIFY PLACEMENT - X ACI 318 CHAPTER 20 ACI 318 SECTIONS 25.2, 25.3, & 26.6.1-26.6.3 2b INSPECT SINGLE PASS FILLET WELD MAXIMUM 5/16″ - X - 2c INSPECT ALL OTHER WELDS X - - 3 INSPECT ANCHORS CAST IN CONCRETE - X ACI 318 SECTION 17.8.2 4 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: - - - 4a ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS X - ACI 318 SECTION 17.8.2.4 4b MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4a - X ACI 318 SECTION 17.8.2 5 VERIFY USE OF REQUIRED DESIGN MIX - X ACI 318 CHAPTER 19 ACI SECTIONS 26.4.3 & 26.4.4 IBC SECTION 1904.1, 1904.2 6 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X - ASTM C172 & C31 ACI 318 SECTIONS 26.5 & 26.12 7 INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X - ACI 318 SECTION 26.5 8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES - X ACI 318 SECTIONS 26.5.3-26.5.5 14 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED - X ACI 318 SECTION 26.11.1.2(B) 5.3.REQUIRED SPECIAL INSPECTIONS OF WOOD CONSTRUCTION NO. SPECIAL INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1a PANEL SHEATHING FOR GRADE AND THICKNESS X - - 1b NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES X - - 1c NAIL AND STAPLE DIAMETERS AND LENGTHS X - - 1d NUMBER OF FASTENER LINES, SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS X - - 2 METAL PLATE CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER: TEMPORARY INSTALLATION RESTRAINT/BRACING AND PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING INSTALLATION X - IBC SECTION 1705.5.2 3 SHEAR WALLS (WHERE FASTENER SPACING OF THE SHEATHING IS 4 INCHES OR LESS ON CENTER): - - IBC SECTION 1705.12.1 3a ANCHOR BOLTS INCLUDING PROPER BOTTOM PLATE SIZES (2X AND 3X) AND PLATE WASHERS - X - 3b HOLD-DOWNS (HD) AND CONTINUOUS ROD TIE-DOWN SYSTEMS (TDS) INCLUDING SQUASH BLOCKS AND ANCHORS TO CONCRETE - X - 3c A35 AND LTP SHEAR CONNECTORS - X - 3d STRAP CONNECTORS - X - 3e BOUNDARY EDGE NAILING - X - 3f PLATE NAILING AND PANEL EDGE NAILING FOR SIZE AND SPACING - X - 3g BLOCKING - X - 4a BLOCKING AND STRAP CONNECTIONS - X - 4b BOUNDARY EDGE AND PANEL SHEAR NAILING SIZE AND SPACING - X - 5 MOISTURE CONTENT OF WOOD STUDS, PLATES, BEAMS, DECKING, AND JOISTS - - AS DIRECTED BY THE CONTRACTOR TO MEET MOISTURE CONTENT REQUIREMENTS 6 ROOF TRUSS ‘HURRICANE CLIPS’ - X - 5.4. MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION NO. SPECIAL INSPECTION QC QA REFERENCE STANDARD INSPECTION TASKS PRIOR TO WELDING 1 WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O AISC 360 TABLE N5.4-1 2 WELDING PROCEDURE SPECIFICATIONS (WPS'S) AVAILABLE P P AISC 360 TABLE N5.4-1 3 MANUFACTURING CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P AISC 360 TABLE N5.4-1 4 MATERIAL IDENTIFICATION (TYPE/GRADE) O O AISC 360 TABLE N5.4-1 5 WELDER IDENTIFICATION SYSTEM O O AISC 360 TABLE N5.4-1 6 FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) BACKING TYPE AND FIT (IF APPLICABLE) O O AISC 360 TABLE N5.4-1 7 FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) P O AISC 360 TABLE N5.4-1 8 CONFIGURATION AND FINISH OF ACCESS HOLES O O AISC 360 TABLE N5.4-1 9 FIT-UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT) CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELDING QUALITY AND LOCATION) O O AISC 360 TABLE N5.4-1 10 CHECK WELDING EQUIPMENT O - AISC 360 TABLE N5.4-1 INSPECTION TASKS DURING WELDING 1 USE OF QUALIFIED WELDERS O O AISC 360 TABLE N5.4-2 2 CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING EXPOSURE CONTROL O O AISC 360 TABLE N5.4-2 3 NO WELDING OVER CRACKED TACK WELDS O O AISC 360 TABLE N5.4-2 4 ENVIRONMENTAL CONDITIONS WIND SPEED WITHIN LIMITS PRECIPITATION AND TEMPERATURE O O AISC 360 TABLE N5.4-2 5 WPS FOLLOWED SETTINGS ON WELDING EQUIPMENT TRAVEL SPEED SELECTED WELDING MATERIALS SHIELDING GAS TYPE/ FLOWRATE PREHEAT APPLIED INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) PROPER POSITION (F, V, H, OH) O O AISC 360 TABLE N5.4-2 6 WELDING TECHNIQUES INTERPASS AND FINAL CLEANING EACH PASS WITHIN PROFILE EACH PASS MEETS QUALITY REQUIREMENTS O O AISC 360 TABLE N5.4-2 INSPECTION TASKS AFTER WELDING 1 WELDS CLEANED O O AISC 360 TABLE N5.4-3 2 SIZE, LENGTH, AND LOCATIONS OF WELDS P P AISC 360 TABLE N5.4-3 3 WELDS MEET VISUAL ACCEPTANCE CRITERIA CRACK PROHIBITION WELD/BASE-METAL FUSION CRATER CROSS SECTION WELD PROFILES WELD SIZE UNDERCUT POROSITY P P AISC 360 TABLE N5.4-3 4 ARC STRIKES P P AISC 360 TABLE N5.4-3 5 K-AREA P P AISC 360 TABLE N5.4-3 6 WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES P P AISC 360 TABLE N5.4-3 7 BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P AISC 360 TABLE N5.4-3 8 REPAIR ACTIVITIES P P AISC 360 TABLE N5.4-3 9 DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P AISC 360 TABLE N5.4-3 10 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P AISC 360 TABLE N5.4-3 INSPECTION TASKS PRIOR TO BOLTING 1 MANUFACTURER’S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P AISC 360 TABLE N5.6-1 2 FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O AISC 360 TABLE N5.6-1 3 CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O AISC 360 TABLE N5.6-1 4 CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O AISC 360 TABLE N5.6-1 5 CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O O AISC 360 TABLE N5.6-1 6 PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P O AISC 360 TABLE N5.6-1 7 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENERS COMPONENTS O O AISC 360 TABLE N5.6-1 INSPECTION TASKS DURING BOLTING 1 FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS ARE POSITIONED AS REQUIRED O O AISC 360 TABLE N5.6-2 2 JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE- TENSIONING OPERATION O O AISC 360 TABLE N5.6-2 3 FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O AISC 360 TABLE N5.6-2 4 FASTENERS ARE PRE-TENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O O AISC 360 TABLE N5.6-2 INSPECTION TASKS AFTER BOLTING 1 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P AISC 360 TABLE N5.6-3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT 1 PLACEMENT AND INSTALLATION OF STEEL DECK P P AISC 360 TABLE N6.1 2 PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P AISC 360 TABLE N6.1 3 DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P AISC 360 TABLE N6.1 5.4.1. (O) - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS 5.4.2. (P) - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, EACH BOLTED CONNECTION, OR EACH STEEL ELEMENT 1 1 AA 2 2 3 3 4 4 5 5 BB CC DD EE FF GG HH II HSS4x4x1/4 F3.0F3.0F3.0F3.0 F3.0 F3.0 F3.0 F3.0 HSS4x4x1/4 66'-0" 10'-0" 18'-0" 24'-0" 14'-0" 1 3/4" 8'-0" 7'-8 1/2" 8'-0" 1 3/4" HSS5x5x1/4 HSS5x5x1/4 W8x21W8x21 24" SQ CONC PIER W/ (12) #5 VERTS & #3 TIES @ 10"OC, TYP UNO 6x6 POST 6x6 POST6x6 POST6x6 POST HSS4x4x1/4 HSS4x4x1/4 6x6 POST 6x6 POST6x6 POST6x6 POST 1 3/4" 18'-0" 10'-3" 13'-5 1/2" 1 3/4" 5/S3.1 F3.0 F3.0 2 3 / 4 " 2 3 / 4 " 2' - 0 " 1'-6"Wx10"DP CONT FTG W/ (3) #4B CONT 1'-6"Wx10"DP CONT FTG W/ (3) #4B CONT T/WALL = 100'-0" , TYP UNO T/FTG = 97'-0" , TYP UNO T/WALL = 100'-0" , TYP UNO T/FTG = 97'-0" , TYP UNO T/FTG = 99'-2" 5 5/8"7'-8 1/8"7'-8 1/2"7'-8 1/8"5 5/8" 60 ' - 9 " 5' - 9 " 3 ' - 0 " 1 6 ' - 1 1 " 4 ' - 1 " 3 ' - 0 " 7 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " 1' - 0 " 1' - 0 " 3 5 / 8 " 2 3/4" 2 3/4" 2 3 / 4 " 6x6 POST S4.2 4______ T/FTG = 99'-2" 2 3/4" 4" CONC SLAB ON GRADE W/ #4 @ 18"OC EW CTRD PER PLAN NOTES T/SLAB = 100'-0" 1'-6"Wx10"DP THICKENED SLAB FTG W/ (3) #4B CONT TYP @ INTERIOR UNO 6x6 POST 2 3/4" 24" SQ CONC PIER W/ (12) #5 VERTS & #3 TIES @ 10"OC, TYP UNO S4.2 4______ S4.2 4______ S4.2 4______ S4.2 3______ S4.2 3______ S4.2 11______ S4.2 11______ S4.2 9______ S4.2 9______ THICKENED SLAB FTG TO STEMWALL PER TYP1/S4.2 THICKENED SLAB FTG TO STEMWALL PER TYP1/S4.2 THICKENED SLAB FTG TO STEMWALL PER TYP1/S4.2 S4.2 3______ S4.2 3______ S4.2 3______ 8" CONC WALL W/ #4 VERTS @ 16"OC & #4 HORIZ @ 12"OC 8" CONC WALL W/ #4 VERTS @ 16"OC & #4 HORIZ @ 12"OC W/ ABU66Z POST BASE T/PIER = 101'-8" , TYP T/FTG = 97'-0" , TYP W/ ABU66Z POST BASE TYP, UNO TYP, UNO T/FTG = 97'-0" , TYP T/PIER = 101'-8" , TYP TYP, UNO TYP, UNO FOUNDATION PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, S1.3 AND S1.4. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 100'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES PER ARCH AND GEOTECH REPORT. PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. 5. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION PER PLAN. TYPICAL TOP OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = 97'-0", UNO. 6. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. 7. PROVIDE CONTROL JOINTS PER . SUBMIT TO ARCHITECT AND ENGINEER FOR APPROVAL. 8. MOISTURE PROOF ALL CONCRETE STEM WALLS PER ARCHITECT. 9. INDICATES WALL BLOCKOUT AND SLAB POUROVER PER . COORDINATE BLOCKOUT WIDTH WITH ARCH AND ENGINEER. 10. INDICATES HOLDOWN LOCATION, HOLDOWN TO BE CAST IN PLACE ANCHOR, AND SOME LOCATIONS POST-INSTALLED ANCHOR IS NOT ALLOWED. CONTACT EOR PRIOR TO CONSTRUCTION. SEE S5.10 AND HOLDOWN SCHEDULE FOR MORE INFORMATION. 11. TYPICAL DETAILS PER: S4.1 FOUNDATION DETAILS S4.2 FOUNDATION DETAILS 6/S4.1 2/S4.2 ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 3 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FOUNDATION PLAN S2.1SCALE: 1/4" = 1'-0" FOUNDATION PLAN SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING COMMENTSLENGTH WIDTH DEPTH F3.0 3'-0" 3'-0" 10" (4) #4B EW MOP SINK 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, S1.3 AND S1.4. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL EXTERIOR BEARING WALLS TO BE 2x6 @ 16"OC, UNO. INTERIOR BEARING WALLS TO BE LSL 1 1/2x5 1/2 @ 16"OC, UNO. 4. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH (2) 2x @ 16"OC UNO ON PLAN. 5. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 6. HEADERS SHOWN AS 'HDR' ARE TO BE (2) 2x8 MINIMUM. HEADER SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER AND/OR KING STUD IS REQUIRED, HEADER SHALL BE NOTED THUS: (2)LVL1 3/4x11 7/8 (2, 3). INDICATING (2) TRIMMER AND (3) KING STUDS. TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR OPENINGS. 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS TO BE (2) TRIMMER STUDS MINIMUM, UNO. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 8. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE . 9. ALL EXTERIOR WALLS REQUIRING WOOD SHEATHING PER THE ARCHITECT SHALL BE SHEAR WALL TYPE UNO. 10. TYPICAL HOLD-DOWN ELEVATION PER & . 11. ANCHOR BOLTS TO BE 5/8" DIA x 7" MINIMUM EMBEDMENT PER . PROVIDE HOT-DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES. 12. TYPICAL DETAILS PER: S5.10 SHEAR WALL DETAILS SHEAR WALL PLAN NOTES: W6 5/S5.10 3/S5.10 9/S5.10 3/S4.1 1 1 AA 2 2 3 3 4 4 5 5 BB CC DD EE FF GG HH II W6 W6 W6 W6 W6 W6 W6 W6 G7 G7 W4 HDU4 W4 HDU4 HDU4 W6 W6 W4 HDU4 HDU4 W6 W6 W6 G7 W4 HDU4 5/S3.1 2x8 STUD WALL @ 16"OC LS L 1 1 / 2 x 5 1 / 2 S T U D S @ 1 6 " O C BA L L O O N F R A M E W / LS L 1 1 / 2 x 5 1 / 2 S T U D S @ 1 6 " O C BA L L O O N F R A M E W / STRAP OPENING PER 4/S5.10 FORCE TRANSFER SHEAR WALL S6.1 4 S6.1 4 HDU2 HDU2 SHEAR WALL LINE HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE INDICATES SIDE WHERE SHEATHING IS LOCATED AND NAILING PATTERN PER SHEAR WALL SCHEDULE SEE 5/S5.10 INDICATES SHEAR WALL LINE BEARING/SHEAR WALL LINE KEY W4 INDICATES BEARING WALL LINE 2x6 @ 16" OC MIN, UNO PER PLAN BEARING WALL LINE INDICATES STUD WALL LOCATION PER ARCH INDICATES STUD WALL LOCATION PER ARCH HDU2HDU2 ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 3 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t LEVEL 1 STUD AND SHEAR WALL PLAN S2.1A SCALE: 1/4" = 1'-0" LEVEL 1 STUD AND SHEAR WALL PLAN 1 1 AA 2 2 3 3 4 4 5 5 BB CC DD EE FF GG HH II PT 6 x 1 2 PT 6 x 1 2 PT 6 x 1 2 PT 6 x 1 2 W14x26 T/STL = 115'-11 5/8" W16x40 T/STL = 119'-5" SL O P E PE R A R C H SL O P E PE R A R C H (2) 2x8 (1,1)(2) 2x8 (1,1) (2 ) 2 x 8 ( 1 , 2 ) (2 ) 2 x 8 ( 1 , 2 ) GL 5 1 / 8 x 1 2 ( 2 , 2 ) GL5 1/8x12 (2,2) (2) LVL1 3/4x9 1/2 (2,2)(2) LVL1 3/4x9 1/2 (2,2) (2) 2x8 (1,1)GL5 1/8x12 (2,2) GL 5 1 / 8 x 1 2 ( 2 , 2 ) (2 ) 2 x 8 ( 1 , 1 ) (2) 2x8 (1,1) RIDGE HSS4x4x1/4 ABV FROM W8 TO W16 W8 x 2 1 T/ S T L = 1 1 1 ' - 0 " W16x40 T/STL = 113'-9 1/2" SL O P E PE R A R C H SL O P E PE R A R C H PR E F A B R O O F T R U S S E S @ 2 4 " O C 2x6 OUTLOOKERS @ 16"OC 2x6 OUTLOOKERS @ 16"OC (2 ) L V L 1 3 / 4 x 9 1 / 2 (2 ) 2 x 8 ( 1 , 1 ) (2) 2x8 (1,1) PR E F A B R O O F T R U S S E S @ 2 4 " O C 2x6 OUTLOOKERS @ 16"OC ECCLQ POST CAP 4x 1 2 D B 4x 1 2 D B 4x 1 2 D B 4x 1 2 D B (2 ) 2 x 6 @ 2 4 " O C BLOCK AND STRAP W/ CS14 PER 18 " D P P A R A L L E L C H O R D R O O F T R U S S @ 2 4 " O C 18 " D P P A R A L L E L C H O R D R O O F TR U S S @ 2 4 " O C 18 " D P P A R A L L E L C H O R D RO O F T R U S S @ 2 4 " O C 2x6 OUTLOOKERS @ 16"OC 2x6 OUTLOOKERS @ 16"OC PR E F A B R O O F T R U S S E S @ 2 4 " O C SL O P E PE R A R C H SL O P E PE R A R C H (2 ) L V L 1 3 / 4 x 9 1 / 2 ( 1 , 1 ) (2 ) L V L 1 3 / 4 x 9 1 / 2 ( 1 , 1 ) CS14 STRAP CS14 STRAP (2 ) 2 x 8 ( 1 , 1 ) STRAP END TO BLKG STRAP END TO BLKG ECCLQ POST CAP 5/S3.1 RIDGE STRUCTURAL FASCIA PER 8/S5.20, TYP UNO (HIGH) (HIGH) S5.20 1______ (HIGH) SHADED AREA INDICAES LOW ROOF REGION 19/32" ROOF SHTHG PER PLAN NOTES 19/32" ROOF SHTHG PER PLAN NOTES 8x12 DB 8x12 DB 8x12 DB CJT6Z HGR, TYP AT EXT BEAM, UNO 8/S5.10 2x12 STRUCTURAL FASCIA WOOD BEAM TO STEEL COL PER 12/S6.1 S5.20 2______ S5.20 4______ S5.20 12______ S5.20 2______ S5.20 11______ S5.20 1______ S5.20 7______ S5.20 7______ S6.1 8______ S5.20 12______ S5.20 2______ S5.20 4______ S6.1 3______ (M I N ) 4' - 0 " B A C K S P A N STRUCTURAL FASCIA PER 8/S5.20, TYP UNO (2 ) 2 x 6 (2 ) 2 x 6 2x6 OUTLOOKERS @ 16"OC S5.21 4______ TYP (4) PLACES S5.21 2______ S5.21 3______ S5.21 3______ S5.21 1______ S5.21 5______ RIDGE (1 , 1 ) WELDABLE HUC HGR 7'-0" 31 PSF 7'-0" 31 PSF 31 PSF5'-9" 26 PSF SL O P E PE R A R C H SL O P E PE R A R C H CJT6Z HGR, TYP AT EXT BEAM, UNO S5.20 2______ S5.20 1______ CS14 STRAP BEAM TO BLKG IN WALL CS14 STRAP BEAM TO BEAM HSS2x2x1/4 @ 1'-0"OC 9" MAX DIAMETER WEB PENETRATION IN CENTER OF BEAM, LOCATE PER MEP SHEAR WALL LINE HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE INDICATES SIDE WHERE SHEATHING IS LOCATED AND NAILING PATTERN PER SHEAR WALL SCHEDULE SEE 5/S5.10 INDICATES SHEAR WALL LINE BEARING/SHEAR WALL LINE KEY W4 INDICATES BEARING WALL LINE 2x6 @ 16" OC MIN, UNO PER PLAN BEARING WALL LINE INDICATES STUD WALL LOCATION PER ARCH INDICATES STUD WALL LOCATION PER ARCH HDU2HDU2 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, S1.3 AND S1.4. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131"DIAx2 1/2" NAILS @ 6"OC AT SUPPORTED PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 5. ALL 2x HANGERS TO BE FACE MOUNT SIMPSON LUS TYPE, UNO.GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. 6. HEADERS SHOWN AS 'HDR' ARE TO BE (2) 2x8 MINIMUM. HEADER SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER AND/OR KING STUD IS REQUIRED, HEADER SHALL BE NOTED THUS: (2) LVL1 3/4x11 7/8 (2, 3). INDICATING (2) TRIMMER AND (3) KING STUDS. TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR OPENINGS. 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED BEAM SUPPORTS TO BE (2) TRIMMERS STUDS MINIMUM, UNO. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 8. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, AND TRUSSES TYPICAL. 9. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). 10. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR HEADER, BLOCKING OR BEAM. NAIL PER HORIZONTAL STRAP FASTENER SCHEDULE . SPLICE REQUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS. 11. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM UNO. 12. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: • ROOF SYSTEM TO BE BIDDER DESIGNED. ROOF PLAN SHOWN IS A SUGGESTED LAYOUT. CHANGES MUST BE SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING POINTS AND REACTIONS TO STRUCTURE. • TRUSS LAYOUT SHOWN IS APPROXIMATE. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION. NOTIFY ENGINEER OF REVISIONS TO PLAN. • STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. • ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF TWO STUDS. TRUSS MANUFACTURER TO SUBMIT TO ENGINEER GIRDER TRUSSES REACTIONS. • ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. • ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM [MECHANICAL UNITS, AND PIPING. CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT CONDITIONS OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. • TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER. • TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN f'c = 625 PSI. 13. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN. 14. TYPICAL DETAILS PER: S5.1 TYPICAL FRAMING DETAILS S5.20 ROOF FRAMING DETAILS S5.21 ROOF FRAMING DETAILS S6.1 STEEL DETAILS ROOF FRAMING PLAN NOTES: 8/S5.10 1. INDICATES AREAS OF SNOW DRIFT LOADING PER PLAN AND DIAGRAM SURCHARGE. LOADING IS APPLIED IN ADDITION TO UNIFORM BALANCED SNOW LOADING APPLIED THROUGHOUT. SNOW DRIFT LOADING PLAN NOTES: SNOW DRIFT SURCHARGE SHOWN ON PLAN BALANCED SL PER GENERAL NOTES DRIFT LENGTH ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 3 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t ROOF FRAMING PLAN S2.2 SCALE: 1/4" = 1'-0" ROOF FRAMING PLAN 34 W8 x 2 1 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 W8 x 2 1 W14x26 T/STL PER PLAN GL5 1/8x12 GL5 1/8x12 GL5 1/8x12 S3.1 9 S3.1 9 OMF1 OMF1 T/FTG PER PLAN S6.1 12 TYP S6.1 1 TYP S4.2 7 S4.2 7 S4.2 8 TYP T/WALL PER PLAN S5.21 5______ CL MARK STIFFENED END PLATE (4ES) COLUMN OMF1 1. ORDINARY MOMENT FRAME (OMF) CONNECTION (MEP) SHALL COMPLY WITH AISC 358-16, CHAPTER 6. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES AND STEEL SEISMIC PROVISIONS. 2. QUALITY CONTROL (SHOP AND FIELD QC), QUALITY ASSURANCE (SPECIAL INSPECTION QA) AND NONDESTRUCTIVE TESTING (NDT) SHALL BE IN ACCORDANCE WITH AISC 341-16, CHAPTER J. ULTRASONIC (UT) TESTING IS REQUIRED ON 100% OF ALL CJP WELDS. MAGNETIC PARTICLE (MT) TESTING IS REQUIRED ON 25% OF ALL "DEMAND CRITICAL WELDS" (DCW) AND 100% MT TESTING IS REQUIRED AT THE COLUMN "k" AREA AFTER WELDING DOUBLER PLATE. MT TESTING OF THE COLUMN WEB IS REQUIRED WITHIN 3" OF THE DOUBLER PLATE WELD. AT OTHER LOCATIONS TESTING IS REQUIRED BY AISC 341-16, SECTION J6.2. REDUCTION OF NDT REQUIREMENTS MAY BE PER AISC 341-16, SECTIONS J6.2g AND h. 3. ALL CONNECTION PLATES SHALL BE Fy = 50KSI MINIMUM YIELD. 4. WELDING PROCEDURES AND FILLER METALS SHALL BE IN ACCORDANCE WITH AISC 341-16, SECTIONS A3.4 AND I2.3. 5. WELD DENOTED AS "DEMAND CRITICAL WELD" (DCW), SHALL BE MADE WITH FILLER METAL CONFORMING TO THE REQUIREMENTS OF AISC 341-16, SECTION A3.4b. 6. METAL BACKING BARS USED IN CJP GROOVE WELD SHALL BE PERMITTED ONLY WHERE SHOWN AND SHALL BE REMOVED, BACKGOUGED TO SOUND METAL, AND REINFORCED WITH A CONTINUOUS 5/16" FILLET WELD. 7. ALL BOLTS SHALL BE PRE-TENSIONED HIGH-STRENGTH BOLTS CONFORMING TO ASTM A325. TWIST-OFF TYPE TENSION CONTROL ASSEMBLIES OF EQUIVALENT MECHANICAL PROPERTIES MAY BE SUBSTITUTED. FAYING SURFACES FOR PREQUALIFIED BOLTED END PLATE MOMENT CONNECTIONS ARE PERMITTED TO BE COATED WITH COATINGS WITH A SLIP COEFFICIENT LESS THAN THAT OF A CLASS A FAYING SURFACE. 8. NON-FUSIBLE BACKING IS PERMITTED AT CONTRACTOR'S OPTION IN ACCORDANCE WITH AISC 358-16 SECTION 3.3.5. 9. WELD (RUN-OFF) TAB REMOVAL AND SURFACE FINISH REQUIREMENTS SHALL COMPLY WITH AISC 358-16 SECTION 3.4. 10. FINGER SHIM PLATES SHALL BE IN ACCORDANCE WITH AISC 358-16 SECTION 6.9.5. 11. WELD OF CAP PLATE TO COLUMN FLANGE NOT CONNECTED TO FRAME BEAM ON ONE SIDED CONNECTIONS IS PERMITTED TO BE A SINGLE SIDED 5/16" FILLET. ORDINARY MOMENT CONNECTION NOTES: ORDINARY MOMENT FRAME (MEP) CONNECTION SCHEDULE BEAM tp Bp Pf W14x26 1/2" 5 1/2" 1 1/2"W8x21 COLUMN STIFFENERS DOUBLER PLATES CONTINUITY PLATES NOT REQD BOLTS (A325) 3/4" 2 3/4" Ø GAGE 1/4 1/4 5/16TYP, NOTE 11 BOLT Ø PER SCHED & NOTE 7 UT+MT PER NOTE 2 5/16 CJP-DCW, BACKGOUGE PER SECTION C END PL tp x Bp FINGER SHIM PL1/8 PER NOTE 10 BEAM PER PLAN dB M CAP PL3/8, NO CAP PL WHERE COL CONTINUES CL SECTION A MANUAL, TYP "k" REGION PER AISC tp HIGH STRENGTH BOLTS PER NOTE 7, TYP PE R S C H E D BO L T G A G E tw b 0.75twb 0.75twb WEB TO END PL, WELD PRIOR TO FLANGES FINGER SHIM PL1/8 PER NOTE 10 SECTION A .1" T/STL PER PLAN Bp Bb f Pf Pf NOT REQD Pf CL ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 4 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t MOMENT FRAME ELEVATION S3.1 SCALE: 3/8" = 1'-0"5 MOMENT FRAME ELEVATION SCALE: 1 1/2" = 1'-0"9 ORDINARY MOMENT FRAME - SIX BOLT MOMENT END PLATE EXTENED DOWNWARDS (MEP) CONNECTION BAR SIZE MISCELLANEOUS BARS TOP BARS (see note #5) HOOKED BARS Ld Splice Ld Splice Ldh f'c = 4000psi #3 15 19 19 25 8 #4 19 25 25 33 10 #5 24 31 31 41 12 #6 29 37 37 49 15 #7 42 54 54 71 17 #8 48 62 62 81 19 #9 54 70 70 91 22 #10 61 79 79 102 25 01403B GRADE 60 REINFORCING NOTES: 1. ALL TABULATED VALUES ARE IN INCHES. 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR". 6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR. 7. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR OR SPLICE LENGTH OF THE LOWER GRADE BAR. 8. FOR INTERMEDIATE CONCRETE STRENGTHS, USE TABLE FOR CLOSEST LOWER VALUE OF f'c BAR SIZE MISCELLANEOUS BARS TOP BARS (see note #3) HOOKED BARS Ld Splice Ld Splice Ldh f'c = 3000psi #3 17 22 28 9 #4 22 29 38 11 #5 28 36 47 14 #6 33 43 56 17 #7 48 63 81 20 #8 55 72 93 22 #9 62 81 105 25 #10 70 91 118 28 01403B GRADE 60 REINFORCING 22 29 36 43 63 72 81 91 NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. AT CORNERS AT INTERSECTIONS DOWEL CORNER REINF TO MATCH HORIZ REINF CROSS WALL DOWEL W/ STD HOOK TO MATCH CROSS WALL HORIZ REINF 3/4" CHAMFER AT WALLS NOT IN CONTACT W/ SOIL ALT EA SIDE SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R CJ WHERE OCCURS EDGE OF FTG CORNER BAR TO MATCH LONG. REINF. REQ'D IN EXT HALF OF FTG DOWEL W/ STD HOOK TO MATCH CROSS FTG LONGIT REINF, REQ'D ALL BARS CROSS FTG AT CORNERS AT INTERSECTIONS NOTE: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. SC H E D , T Y P LA P P E R SC H E D , T Y P LA P P E R EXTEND LONG BARS TO EXTEIROR OF PERP FTG, NO CORNER BARS REQ'D AT INT HALF CL FTG 3'-0" LAP PER SCHED, TYP 1 1/2"x3 1/2"x1'-6" KEY, CTRD IN WALL CONC WALL & REINF PER PLAN 1 1/2"x3 1/2" KEY AT FTG MID-DEPTH T/WALL PER PLAN T/FTG PER PLAN CONC FTG & REINF PER PLAN CL R 3" PL A N PE R REINF PER PLAN VAPOR BARRIER WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT SUBGRADE PREPARATION PER GEOTECH REPORT CONSTRUCTION JOINT CONTROL JOINT SUBGRADE PREPARATION PER GEOTECH REPORT VAPOR BARRIER WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORTNOTES: 5/8"ø x 24" SMOOTH BAR @ 24"OC, GREASE ONE SIDE IN DOWEL INSERT REINF PER PLAN 1. CONSTRUCTION JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK CONTROL JOINT WITHIN THE SAME POUR. 2. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL. 4. CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM, WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. 5. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR REVIEW/APPROVAL. PER PLANt PER PLANt t/4 SAWCUT DEPTH OR t/4 PREMOLDED JOINT (1 1/2" MIN) T/SLAB PER PLAN T/SLAB PER PLAN PIPE OR CONDUIT SOG PER PLAN CL R 2" MIN 4" NOTE: ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. CL R 3" 1 1 T/SLAB PER PLAN ADDL #4 @ 12"OC OVER DUCT SOG & REINF PER PLAN DUCT & ENCASEMENT REQUIREMENTS PER MEP T/SLAB PER PLAN 8" CL R 3" TYP 1'-0" TYP 1'-0" PIPE SLEEVE AS REQD, TYP CONC STEMWALL PER PLAN PIPE, TYP CONC FTG PER PLAN PLACE CONC FILL BEFORE FTG POUR (SAME WIDTH AS FTG) SLOPE CUT AS REQD PER GEOTECH REPORT EXCAVATION NOT ALLOWED BELOW THIS LINE NOTES: 1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER AND SPACED CLOSER THAN 3" APART. 2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. CL R M I N 3 1 / 2 " ELEVATION SECTION BE Y O N D P E R P L A N FT G D E P T H PER PLAN 3' - 0 " M A X MI N 6" CL R 4" 1'-6" MIN EQ EQ CL PIPE PE R P L A N FT G D E P T H TH R U T H I S P O R T I O N DO N O T P A S S P I P E S OF F T G 1'-6" MIN1" CLRTYP1" CLRTYP1 1 T/FTG PER PLAN T/FTG PER PLAN FIN GRADE PER ARCH/ CIVIL SE C T I O N 2 1/2" MIN 4d OR 90° NOTE: TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. D D 45° 45° D D 180° D = 6d FOR #3 THRU #8 D = 8d FOR #9, #10 & #11 D = 10d FOR #14 & #18 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS STIRRUP STIRRUP OR TIE D = 4d FOR #3, #4 & #5 D = 6d FOR #6, #7 & #8 12 d D D 180° 3" M I N 6d O R D D 135°3" MIN6d ORD D 90° 12d D D 90° 135°3" MIN6d ORD D 90° 180° 3" MIN 6d OR 3" M I N 6d O R BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d = BAR DIAMETER, D = BEND DIAMETER 3" M I N 6d O R d d d d d NO T E [ 1 ] PR O J E C T I O N UN O P E R P L A N MI N E M B E D 7 1 / 2 " 12 x D I A 1/ 4 " MI N PE R M F R [4 ] NO T E TACK TYPICAL ANCHOR BOLT SCHEDULE INSTALLATION TYPE CAST-IN-PLACE (PRE-AUTHORIZED) [2]DRILL-IN OPTIONS (SUBMITTAL REQUIRED) [3] BOLT TYPE STANDARD J-BOLT HEADED ANCHOR THREADED ROD ANCHOR SIMPSON "SSTB" ANCHOR BOLT ADHESIVE ANCHOR EXPANSION ANCHOR EM B E D M E N T RE Q U I R E M E N T S LIMITS 5/8"Ø MAX 5/8"Ø THRU 2 1/2"Ø FOR WOOD FRAME ONLY 5/8"Ø THRU 1"Ø NOT ALLOWED AT P-T SLAB NOTES: [1] CONTRACTOR SHALL DETERMINE THE REQUIRED THREAD PROJECTION SUITABLE FOR THE THICKNESS OF MATERIAL BEING FASTENED PLUS GROUT ALLOWANCE, IF ANY, AND CONSTRUCTION TOLERANCES, UNO. [2] CONTRACTOR MAY SELECT APPROPRIATE CAST-IN-PLACE ANCHOR BOLT OPTION WITHOUT SUBMITTAL. [3] DRILL-IN OPTIONS ARE NOT APPROPRIATE AT ALL CONDITIONS. IF DRILL-IN METHOD IS PREFERRED, SUBMIT MANUFACTURER'S INFORMATION, ALLOWABLE LOAD VS EMBEDMENT DATA AND LOCATIONS OF WHERE SUBSTITUTIONS ARE REQUESTED. ENGINEER WILL DETERMINE IF SUBSTITUTION IS APPROPRIATE FOR LOCATION AND LOADING. [4] EMBEDMENT OF DRILL-IN ANCHORS SHALL BE PER ENGINEERS'S SUBMITTAL REVIEW COMMENTS. EMBEDMENT SHALL BE (9) NINE TIMES THE NOMINAL ANCHOR DIAMETER, UNO. [5] AT PRESSURE TREATED SILLS, PROVIDE HOT-DIPPED GALVANIZED OR STAINLESS STEEL ANCHORS. 01901 DIA = ANCHOR BOLT DIAMETER (NOMINAL) STUD WALL PER PLAN PT SILL PLATE CONC SLAB PER PLAN NOTES: 1. USE 5/8"Ø ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE SLAB. 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"Ø DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. ANCHOR BOLT, TYP T/SLAB PER PLAN 1'-0" (MAX) 4 1/2" (MIN)6'-0" MAX ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 6 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FOUNDATION DETAILS S4.1 SCALE: 3/4" = 1'-0"1 LAP SPLICE AND DEVELOPMENT LENGTH (01403B)SCALE: 3/4" = 1'-0"2 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS (03402)SCALE: 3/4" = 1'-0"4 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS (03132m) SCALE: 3/4" = 1'-0"5 TYPICAL CONCRETE WALL AND FOOTING CONSTRUCTION JOINT (03142)SCALE: 3/4" = 1'-0"6 TYPICAL SLAB ON GRADE JOINT DETAILS WITH REINFORCING (03201)SCALE: 3/4" = 1'-0"7 PIPE OR CONDUIT EMBEDDED IN SLAB ON GRADE (03204)SCALE: 3/4" = 1'-0"8 DUCT UNDER SLAB ON GRADE (03204A) SCALE: 3/4" = 1'-0"9 TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING (03190)SCALE: 3/4" = 1'-0"11 STANDARD HOOKS AND BENDS (03400)SCALE: 1" = 1'-0"12 TYPICAL ANCHOR BOLT SCHEDULE (01901) SCALE: 1" = 1'-0"3 TYPICAL SILL PLATE ANCHORAGE TO CONCRETE (06910) PLAN SOG & REINF PER PLAN CONC SLAB OR FIN GRADE PER ARCH REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) PL A N PE R CL R 3" PLAN PER PER PLAN MI N 8" PE R G E N N O T E S MI N F R O S T D E P T H 1'-0" #4 x 24" @ 18"OC T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE 1. CONTRACTOR OPTION TO POST INSTALL TURNDOWN DOWLS, CONTACT DCI FOR MORE INFO NOTE: STUD WALL & SHTHG PER PLAN PT PLATE W/ AB'S PER PLAN SOG & REINF PER PLAN SHEAR WALL SHTHG WHERE APPLIES REINF PER PLAN PE R P L A N NOTES: 1. HORIZONTAL COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. 2. CONTRACTOR OPTION TO PROVIDE 5/8"Øx8" TITEN HD POST INSTALLED SCREW ANCHORS IN LIEU OF EMBED ANCHORS PER PLAN CL R 3" T/SLAB PER PLAN SHEAR WALL SHTHG WHERE APPLIES STUD WALL & SHTHG PER PLAN PT PLATE W/ AB'S PER PLAN REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) CL R 3" PLAN PER PER PLAN PE R G E N N O T E S MI N F R O S T D E P T H SOG & REINF PER PLAN MI N 8" PL A N PE R T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE T/FTG PER PLAN T/WALL PER PLAN FIN GRADE BY OTHERS LAP PER SCHED T/SLAB PER PLAN MAX SLOPE PER GEOTECHNICAL REPORT COMPACTED FILL PER GEOTECHNICAL REPORT CONC FTG & REINF PER PLAN CONC FTG & REINF PER PLAN EPOXY DOWEL TO MATCH SLAB AND FTG REINF, EMBED 6" THKND CONC SLAB & REINF PER PLAN NATIVE SOIL PER PLAN SC H E D LA P P E R PE R P L A N CL R 3" SOG & REINF PER PLAN STUD WALL & SHTHG PER PLAN MI N 8" CL WALL STUD WALL PER PLAN COL PER PLAN 5/8" BASEPLATE TYPICAL PLANS AT TOP OF WALL CL COL NAILER AT SHEAR WALLS WHERE OCCURS PER PLAN & WOOD DETAILS (4) 3/4"Ø THRD RODS W/ HEX NUTS & WASHERS UNO 8" M I N ELEVATION CONC WALL PER PLAN SECTION CL COL = CL STUD WALL UNO SHTHG WHERE OCCURS 1" GROUT OPTIONAL WALL REINF PER PLAN, TYP ADDL #4 x 48" OPPOSITE TYP REINF, PROVIDE CORNER BAR AT CORNER CONDITION 1/4 (4) SIDES 1/4(4) SIDES TACK WELD NUT TO AB CL R 1 1 / 2 " CL WALL CL C O L = CL S T U D W A L L , TY P U N O CL C O L = CL W A L L , T Y P TYP 1 1/2" TYP 4" TYP 1 1/2" T/WALL PER PLAN TYP 4"TYP 1 1/2" TY P 1 1 / 2 " +1/2" TYP HSS WIDTH SE C T I O N PLAN NOTE: CONTRACTOR TO CONTACT DCI IF REPLACEMENT OF CAST IN ANCHORS WITH EPOXY ANCHORS IS PREFERED. PE R P L A N PER PLAN COL PER PLAN INFILL CONC PER PLAN RIGHT SOG & REINF PER PLAN REINF PER PLAN CL COL & FTG BP & AB'S PER 1"± NON-SHRINK GROUT TY P 3" C L R T/SLAB PER PLAN T/FTG PER PLAN INFILL CONC TO BE CAST AFTER COL BP HAS BEEN GROUTED COL PER PLANTYP2" CLRTYP6"BP & AB'S PER SECTION #4 TRIM BAR, CTRD, TYP CONTROL JOINT OR CONST JOINT PLAN 10/S4.2 T/PIER PER PLAN CONC PLINTH & REINF PER PLAN POST PER PLAN, TYP 1/4 1/4TYP TYP 3" CLR PER PLAN REINF PER PLAN CL R 3" 1S T H O O P 2" T O PE R P L A N EMBED PL PER SECTION 3/4" CHAMFER, TYP PROVIDE (3) HOOPS @ T/PIER NOTE: CONTRACTOR OPTION TO FIELD WELD KNIFE PLATES HOOP PER PLAN VERT REINF PER PLAN 3/4" CHAMFER, TYP PLAN PER PLAN PE R P L A N TY P 2" C L R SE C T I O N CL PIER EQ EQ TYP 1 1/2" SECTION CONC PIER PER PLAN REINF NOT SHOWN FOR CLARITY 1 1 /2 " T Y P 2 " T Y P 4 " C L POST PER PLAN KNIFE PL 1/4x3x AS REQD W/ (4) 3/4"Ø THRU BOLTS, TYP T/PIER PER PLAN EMBED PL5/8x1'-2" SQ W/(4) 5/8"ØWHS x 8" ELEVATION T/FTG PER PLAN 2 3/4" BM WIDTH 2 3/4" CL PIER 3" 3 " KNIFE PL PER SECTION FIN GRADE PE R G E N N O T E S MI N F R O S T D E P T H EMBED PL ABV 2 " CL COL CL C O L CL COL 1"Ø GROUT HOLE (OPTIONAL) COL PER PLAN COL PER PLAN (4) 3/4"Ø THRD RODS W/ HEX NUTS & WASHERS UNO 1"± NON-SHRINK GROUT, MIN CONC WALL WHERE OCCURS PER PLAN AB LOCATION WHERE ADJACENT WALL OCCURS CONC FTG PER PLAN 8" M I N TY P 3" C L R PLAN - INTERIOR COLUMN TYPICAL AT FOUNDATION 1/4 TACK WELD NUT TO AB TY P 1 1 / 2 " TYP 1 1/2" 5/8" BASEPLATE TYP 1 1/2" TY P 1 1 / 2 " T/FTG PER PLAN PLAN COL PER PLAN (4) 5/8"Ø AB'S W/ WASHERS & HEX NUTS, TYP UNO 1"± NON-SHRINK GROUT, MIN CONC WALL PER PLAN 8" M I N CL COL TYPICAL AT FOUNDATION TACK WELD NUT TO AB T/WALL PER PLAN PLAN NOTES : 1. DO NOT WELD IN "K" REGION OF COLUMN. 2. "T" EQUALS DIMENSION BETWEEN "K" REGIONS PER AISC. PLAN CL COL CL C O L 1"Ø GROUT HOLE (OPTIONAL) TY P 1 1 / 2 " TY P 1/ 2 " M I N TYP 1/2" MIN COL "T" - 2" 1/4 "T" 1/4 "T""T" PER AISC 5/8" BASEPLATE 1/4 EA SIDE OF FLANGE TYP 4" 3 " PROVIDE (2) #4 HORIZ U-BARS AT END OF CONC WALL, TIE TO ANCHORS 4" 30" ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 8 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FOUNDATION DETAILS S4.2 SCALE: 3/4" = 1'-0"2 CONCRETE SLAB AND STEMWALL AT GARAGE DOORS (03033)SCALE: 3/4" = 1'-0"3 INTERIOR THICKENED SLAB FOOTING AT STUD WALL (03020)SCALE: 3/4" = 1'-0"4 EXTERIOR FOOTING AND STEMWALL AT STUD WALL (03031)SCALE: 3/4" = 1'-0"1 STEPPED FOOTING AT INTERSECTING CONCRETE WALLS (03141A) SCALE: 1" = 1'-0"8 TYPICAL 4-BOLT BASEPLATE TO CONCRETE WALL CONNECTION - HSS COLUMN (05032) SCALE: 3/4" = 1'-0"11 INTERIOR SPREAD FOOTING AT STEEL COLUMN (03005)SCALE: 3/4" = 1'-0"9 EXTERIOR SPREAD FOOTING AT WOOD POST AT PORTE COCHERE (03014B M)SCALE: 1" = 1'-0"10 TYPICAL BASEPLATE - HSS COLUMN (05030M) SCALE: 1" = 1'-0"7 TYPICAL BASEPLATE - WIDE FLANGE COLUMN (05001M) 4'-0" MIN SPLICE LAP DBL TOP PLATE (2) ROWS 0.148"Øx3 1/4" NAILS ((22) TOTAL) STAGG (WITHIN AREA OF SPLICE) @ 6"OC PLATE SPLICE TO OCCUR OVER STUDS, TYP STUD WALL PER PLAN NOTE: FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. STUD WALL PER PLAN WHERE OCCURS BOT PLATE WHERE OCCURS FULL DEPTH VERT BLKG TO MATCH STUDS ABOVE CONT THRU TO FDN WHERE OCCURS BLKG PER PLAN DBL TOP PLATE, SPLICE PER FRMG PER PLAN STUD WALL PER PLAN (3) 0.131"Øx3 1/4" NAILS TYP EA END KING STUDS PER PLAN (1) MIN ADDL STUD(S) TO MATCH STUDS ABOVE STUD WALL PER PLAN TRIMMER & KING STUDS CONT TO BOT PLATE BUNDLED TRIMMER STUDS PER PLAN (1) MIN, TYP BOT PLATE HDR PER PLAN SILL AT WINDOWS T/SHTHG PER PLAN 1/S5.1 BEAM PERPENDICULAR TO WALL BEAM PARALLEL TO WALL LSTA24 STRAPDBL TOP PLATE (2) ROWS OF 0.148"Øx3 1/4" NAILS @ 4"OC BEAM PER PLAN BUILT-UP 2x POST PER PLAN BUILT-UP 2x POST W/ PLYWOOD INFILL TO MATCH BEAM WIDTH 0.148"Øx3 1/4" NAILS @ 12"OC, STAGG BEAM PER PLAN 2x KING STUD EA SIDE OF COL/BEAM 0.148"Øx3 1/4" NAILS @ 4"OC, STAGG EA SIDE OF BEAM TOP PLATE CONFIGURATION MAY VARY (IF NOT CONT PROVIDE LSTA24 STRAP ACROSS BEAM) STUD WALL PER PLAN STUD WALL PER PLAN DBL TOP PLATE NOTE: TYPICAL HOLES AND NOTCHES IN WOOD STUDS PER d DBL TOP PL STUD WALL PER PLAN 8 " M I N N O J O I S T B R G B T W N S T U D S C L S T U D C L S T U D CTS218 STRAP, TYP d/3 M AX 12/S5.1 (2) 2x4 LAMINATIONS W/ (1) ROW OF 0.148"Øx3 1/2" NAILS, STAGGERED 6" 6 " 6 " 2 1 / 2 " 1" 1" 8" 8 " 8 " 3 1 / 2 " 1 1/2" 1 1/2" 8" 8 " 8 " 3 1 / 2 " 1 1/2" 1 1/2" (3) 2x4 LAMINATIONS W/ (1) ROW OF 0.148"Øx3 1/2" NAILS, EA LAYER, STAGGERED BTWN LAYERS EA SIDE (3) 2x6 LAMINATIONS W/ (2) ROWS OF 0.148"Øx3 1/2" NAILS, EA LAYER, STAGGERED BTWN LAYERS EA SIDE EACH ADDITIONAL LAMINATION OVER (3) LAMINATIONS SHALL BE NAILED TO THE ASSEMBLY W/ 0.148"Øx3 1/4" NAILS, STAGGERED EACH SIDE OF BUNDLED STUDS. NOTE: SHTHG PER PLAN EDGE NAILING AT ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETER FIELD NAILING AT INTERMEDIATE SUPPORTS 2x BLKG AT PANEL EDGES WHERE/IF INDICATED ON PLAN 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. MINIMUM SHEATHING SHEET SIZE SHALL BE 24"x48". 3. NAILS SHALL NOT BE OVERDRIVEN. 4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL. 5. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. NOTES:FLR OR ROOF FRAMING MEMBERS SAWCUT CIRCULAR NOTCH VEE NOTCH LET-IN NOTCH BORED HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLEMAX D E P T H S T U D W I D T H E Q E Q W I D T HSTUD D I S T , T Y P M I N 5 /8 " E D G E O F B O R E D H O L E S M A X D I A M E T E R BORED HOLES ARE TO BE SPACED AT LEAST A STUD WIDTH FROM A CUT OR NOTCH BEARING WALL STUDS STUD SIZE MAX DEPTH OF EDGE CUT OR NOTCH MIN DEPTH REMAINING AFTER CUT OR NOTCH 2x4 2x6 7/8" 1 3/8" 2 5/8" 4 1/8" BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAINING AFTER BORED HOLE 2x4 2x6 1 3/8" 2 3/16" 5/8" EA SIDE OF HOLE 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN (2) SUCCESSIVE STUDS ARE BORED. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. NON-BEARING WALL STUDS STUD SIZE MAX DEPTH OF EDGE CUT OR NOTCH MIN DEPTH REMAINING AFTER CUT OR NOTCH 2x4 2x6 1 3/8" 2 3/16" 2 1/8" 3 3/8" NON-BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAINING AFTER BORED HOLE 2x4 2x6 2 1/16" 3 1/4" 5/8" EA SIDE OF HOLE 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE STUD. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. CUTTING AND NOTCHING WOOD STUDS NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. BORED HOLES IN WOOD STUDS NOTE: BORED HOLE NOT PERMITTED IN MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. M I N D E P T H (2) 2x4 TOP PLATE, UNO 2x CRIPPLE STUDS TO MATCH TYP STUDS PER PLAN WHERE HDR IS NOT TIGHT TO PLATE (2) ROWS OF 0.148"Øx3 1/4" NAILS @ 12"OC, ALT NAILING FROM EACH SIDE 1/2" SHTHG SPACER (2) 2x HDR OR BEAM SIZE PER PLAN AT 2x4 WALLS (2) 2x6 TOP PLATE, UNO 2x CRIPPLE STUDS TO MATCH TYP STUDS PER PLAN WHERE HDR IS NOT TIGHT TO PLATE (2) ROWS OF 0.148"Øx3 1/4" NAILS @ 12"OC, ALT NAILING FROM EACH SIDE 1/2" SHTHG SPACER (2) 2x HDR OR BEAM SIZE PER PLAN AT 2x6 WALLS AT (2) 2x HEADER OR BEAM AT (3) 2x HEADER OR BEAM (2) 2x6 TOP PLATE, UNO 2x CRIPPLE STUDS TO MATCH TYP STUDS PER PLAN WHERE HDR IS NOT TIGHT TO PLATE (3) ROWS OF 0.148"Øx3 1/4" NAILS @ 12"OC, ALT NAILING FROM EACH SIDE 1/2" SHTHG SPACER, TYP (3) 2x HDR OR BEAM SIZE PER PLAN T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH T/PLATE PER PLAN/ ARCH ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 3 9 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t FLOOR FRAMING DETAILS S5.1 SCALE: 1" = 1'-0"1 TYPICAL PLATE SPLICE DETAIL (06904) SCALE: 1" = 1'-0"2 TYPICAL HEADER (06211)SCALE: 3/4" = 1'-0"3 TYPICAL BEAM TO STUD WALL (06208) SCALE: 1" = 1'-0"5 TYPICAL NOTCHES AT TOP PLATES (06908A)SCALE: 1" = 1'-0"6 TYPICAL NAILING FOR BUNDLED STUDS (06914) SCALE: 1" = 1'-0"9 PLAN - TYPICAL FLOOR AND ROOF SHEATHING ATTACHMENT (06230) SCALE: 1" = 1'-0"12 TYPICAL HOLES & NOTCHES IN WOOD STUDS (06908)SCALE: 1" = 1'-0"11 TYPICAL BUILT-UP 2x HEADER OR BEAM (06212) WALL END TRIMMER FOR HD BOLT HEADS AT WALL END FLR OR ROOF FRMG PER PLANS & DETAILS HD ANCHOR TYPE PER PLAN STUDS PER PLAN (2) MIN BLKG AT HORIZ PANEL EDGE STUD WALL & SHTHG PER PLAN EDGE NAILING PER PLAN, TYP PT SILL PLATE W/ AB'S PER PLAN AND HD ANCHOR PER PLAN THKND SLAB WALL FTG AT INT WALLS BEYOND, DEEPEN INT FTG AS REQD TO ACCOMMODATE HD ANCHOR EMBED PLATE NAILING PER PLAN JOISTS, RIM JOIST OR BLKG PER DETAILS STRAP TYPE HD PER PLAN DBL TOP PLATE STUDS PER PLAN (2) MIN AT HOLDDOWN FIELD NAILING PER PLAN CONC SLAB BEYOND PER PLAN CONC STEMWALL & FTG PER PLAN T/SHTHG PER PLAN T/SLAB PER PLAN 9 S5.10 3/S4.1 FULL DEPTH BLKG BTWN STUDS FOR (2) STUD BAYS, TYP. PROVIDE DBL 2x BLKG AT ALL CMST STRAPS PROVIDE CS14 STRAP AT EA CORNER UNO, ATTACH OVER SHTHG PER PANEL EDGE NAILING PER SHEAR WALL SCHED, FULL WIDTH - TYP FULL HEIGHT STUD PER PLAN PANEL EDGE NAILING PER SHEAR WALL SCHED, FULL HEIGHT - TYP ADDITIONAL INFORMATION PER AND NOTE: TYP EQ TYP EQ 8/S5.10 2/S5.1 3/S5.10 EDGE NAILING PER PLAN EDGE NAILING PER PLAN STUD WALL & SHTHG PER PLAN STAGG 0.148"Øx3 1/2" NAILS PER SHEAR WALL SCHED (PLATE ATTACHMENT) BUNDLED STUDS, NAILER, OR POST PER PLAN HD PER PLANSTUD WALL CONT PER PLAN HORIZONTAL STRAP FASTENER SCHEDULE [4] STRAP NAILED TO TOP OF JOISTS/BEAMS (DF, PSL [3], LSL [3], LVL [3]) STRAP CMST14 CS14 CS16 FASTENERS [1] STRAP ENDS [2] BALANCE CAPACITY (66) 0.131"Øx2 1/2" NAILS IN (2) ROWS @ 1 3/4"OC (2) ROWS OF 0.131"Øx 2 1/2" NAILS @ 7"OC 6.5k (30) 0.131"Øx2 1/2" NAILS IN (2) ROWS @ 2 1/16"OC (2) ROWS OF 0.131"Øx 2 1/2" NAILS @ 8 1/4"OC 2.5k (22) 0.131"Øx2 1/2" NAILS IN (2) ROWS @ 4 1/8"OC (2) ROWS OF 0.131"Øx 2 1/2" NAILS @ 8 1/4"OC 1.7k NOTES: [1] ROWS SHALL BE 1/2" MINIMUM APART, STAGGERED NAILS. [2] PLACE HALF OF THE REQUIRED NAILS AT EACH END OF STRAP. [3] WEYERHAEUSER PRODUCTS. CONTACT ENGINEER-OF-RECORD IF A DIFFERENT MANUFACTURE IS USED. [4] SCHEDULE NOT FOR USE WITH RESIDENTIAL I-JOISTS. ADJOINING PANEL EDGE PANEL EDGE NAILING, TYP NAILING TO MATCH PLATE NAILING (2) 2x STUDS PLAN - ADJOINING PANEL EDGESPLANS - ANCHOR BOLT PLATE WASHER PLACEMENT SINGLE SIDED SHEAR WALL 1/2" MAX EDGE DISTANCE TO ANCHOR BOLT PL WASHER PER NOTE [10] SILL PLATE PER PLAN SHTHG PER PLAN ANCHOR BOLT & PL WASHER DOUBLE SIDED SHEAR WALL 1/2" MAX EDGE DISTANCE TO ANCHOR BOLT PL WASHER PER NOTE [10], TYP EA SHTHG FACE SILL PLATE PER PLAN STUDS PER PLAN SHTHG EF PER PLAN ANCHOR BOLT & PL WASHER STUDS PER PLAN 01432 WALL TYPE SHEAR WALL SCHEDULE SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. FOR 0.131"Øx 2 1/2" NAILS IN DOUG-FIR/SOUTHERN PINE [17] WIND CONTROLLED DESIGN WALL SHEATHING APA-RATED [1, 2, 12, 13] BLOCKING & STUD SIZE AT ADJOINING PANEL EDGES [3, 6, 14] NAIL SIZE & SPACING AT ALL PANEL EDGES [4, 5] RIM JOIST OR BLOCKING CONN TO TOP PLATE BELOW [7, 8] 2x PLATE ATTACHMENT NAILING TO WOOD RIM JOIST OR BLOCKING BELOW ANCHOR BOLT TO CONCRETE BELOW [10] SILL PLATE AT FOUNDATION [11] SILL PLATE ATTACHMENT SHEAR CAPACITY LBS/FT 15/32" 0.131"Øx2 1/2" @ 6"OC 2x CLIP @ 16"OC 0.148"Øx3 1/4" @ 6"OC 5/8"Ø @ 48"OC 2x 350 15/32" 0.131"Øx2 1/2" @ 4"OC 0.148"Øx3 1/4" @ 4"OC 2x 5335/8"Ø @ 32"OC NOTES: [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUD. [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS). [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"Øx2 1/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"Øx2 1/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [7] BASED ON 0.131"Øx1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"Øx2 1/2" NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 1/2" APART MINIMUM. [10] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 3/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE PLATE WASHER 0.229"x4 1/2"x4 1/2" MINIMUM. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. [12] 7/16" APA-RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16"OC MAXIMUM. [13] WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. [14] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION. [15] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [16] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"Øx4" END NAILS OR (4) 0.131"Øx2 1/2" TOENAILS. [17] WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. WHERE "G" INDICATES GYPSUM WALL BOARD AND "X" INDICATES EDGE FASTENER SPACING. [18] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. W6 W6 W4 WX 3x CLIP @ 16"OC EACH SIDE 5/8" GYP WALL BOARD 2x CLIP @ 16"OC 0.148"Øx3 1/4" @ 6"OC 5/8"Ø @ 48"OC 2x 1456d COOLER (0.092"x1 7/8" LONG, 1/4" HEAD) @ 7"OCG7 GX EM B E D 10 " ST E M W A L L SECTION NOTES: 1. WHERE ACTUAL STEMWALL IS LESS THAN 18" TALL, PROVIDE ANCHOR EMBEDMENT INTO FOOTING (HAIRPINS NOT REQUIRED). 2. MINIMUM FOOTING SIZE FOR ANCHORS EMBEDDED INTO FOOTING IS 2x EMBED SQUARE WITH DEPTH AS INDICATED. 3. BASED ON MINIMUM f'c = 3,000 PSI CONCRETE. 4. Ca-min IS DEFINED FROM CENTERLINE OF ANCHOR BOLT TO THE EDGE OF CONCRETE STEMWALL AND APPLIES TO BOTH SIDES OF THE WALL. [5. ALTERNATIVELY, WHERE EDGE DISTANCE AT THE EXTERIOR IS LIMITING, PROVIDE HOLD-DOWN ANCHOR BOLT FOOTING EMBEDMENT AND MINIMUM FOOTING SIZE PER [06093B]]. 6. STEMWALL EMBEDMENT FOR 2x6 STUD WALLS MINIMUM. AT 2x4 STUD WALLS EMBEDMENT MUST EXTEND INTO THE FOOTING. SHTHG PER SHEAR WALL SCHED BUNDLED STUDS OR POST PER PLAN W/ EDGE NAILING PER SHEAR WALL SCHED HD PER PLAN & SCHED PT BOT PLATE ANCH REINF "AR" HAIRPIN PER SCHED W/ STD HOOKS (AT STEMWALL EMBED ONLY) AB'S PER SCHED THRD ROD PER HD SCHED CONC STEMWALL PER PLAN (REINF NOT SHOWN FOR CLARITY) CONC FTG PER PLAN WALL END WHERE OCCURS MI N 8x " D a " T/FTG PER PLAN T/FTG PER PLAN T/STEMWALL PER PLAN T/STEMWALL PER PLAN EM B E D 10 " ST E M W A L L 16 " PLATE WASHER PER HD SCHED HOOK ORIENTATION AT WALL END EDGE OF STEMWALL/FTG WHERE OCCURS PER PLAN CLR 2 1/2" 8" MIN MULTIPLE "AR" WHERE OCCURS INTERIOR FRAMING PER PLAN Ca-min PER SCHED CL R 1" CL R 1" [PER NOTE #5] FTG EMBED MIN AT AB IN FTG [PER NOTE #5] FTG EMBED MIN AT AB IN FTG HOLD-DOWN IN STEMWALL SCHEDULE TYPE HDU2 (1) #3 HDU4 8" "AR" Ca-min FTG EMBED (WHERE REQ'D) (1) #3 3 1/4" 3 1/4" 8" ELEVATION - AT HDU HOLD-DOWNS HOLD-DOWN SCHEDULE - DOUG-FIR/SOUTHERN PINE STUDS [1, 2, 4]INDICATES FOOTNOTES TYPE MINIMUM NUMBER OF STUDS/ POST SIZE [3, 6] NAILS, SCREWS OR BOLTS GR 36 ROD DIAMETER "Da" [5] ANCHOR PLATE WASHER AT CONC EMBED NOTES WO O D TO CO N C R E T E 01420 _ _ _ _HDU2 (2) 2x (6) SDS1/4x2 1/2 5/8"Ø 3/8"x1 1/2"SQ HDU4 (2) 2x (10) SDS1/4x2 1/2 5/8"Ø NOTES: [1] SOME HOLD-DOWN TYPES MAY NOT BE USED ON THIS PROJECT. [2] TYPICAL HOLD-DOWN DETAILS PER 3/S5.11 AND 5/S5.11. [3] PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT HOLD-DOWN STUDS/POSTS. [4] INCLUDES 1.6 LOAD DURATION INCREASE FOR HOLD-DOWNS. [5] AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED BOLTS. [6] NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER SHEAR WALL SCHEDULE. [7] LARGER DIMENSION OF POST TO BE PARALLEL TO LONG AXIS OF THE HOLD-DOWN WOOD SCREW. 3/8"x1 1/2"SQ HOLD-DOWN ALLOWABLE CAPACITY 3.1k _ _ _ _4.6k ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 0 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t SHEAR WALL DETAILS S5.10 SCALE: 1" = 1'-0"3 TYPICAL SHEAR WALL ELEVATION (06090)SCALE: 1/2" = 1'-0"4 STRAPPED OPENING IN SHEAR WALL (06921) SCALE: 1" = 1'-0"7 PLAN - INTERSECTING SHEAR WALLS (06110)SCALE: 1" = 1'-0"8 HORIZONTAL STRAP FASTENER SCHEDULE (01801)SCALE: 1" = 1'-0"5 SHEAR WALL SCHEDULE - DOUG-FIR/SOUTHERN PINE (01430B) SCALE: 1" = 1'-0"9 TYPICAL HOLD-DOWN AT FOUNDATION - CONCRETE STEMWALL (06091)SCALE: 1" = 1'-0"10 HOLD-DOWN SCHEDULE - DOUG-FIR/SOUTHERN PINE STUDS (01420) (4) 0.131Øx2 1/2" NAILS T&B 1/2" SHTHG 2x4 T&B 3" 3" BLKG ATTACHMENT PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN PER ARCH FASCIA PER ARCH PREFAB ROOF TRUSSES PER PLAN NOTCHED COMPOSITE BLKG OR FULL HEIGHT 2x BLKG DIAPHRAGM EDGE NAILING PER PLAN SHTHG PER PLAN H2.5 CLIP AT EA TRUSS, PROVIDE H6 CLIP AT GIRDER TRUSS PROVIDE TC26 CLIP @ SCISSOR TRUSS OVERHANG PER ARCH OPTION B - NOTCHED PLYWOOD BLOCKING OPTION A - NOTCHED PLYWOOD BLOCKING (6) 0.131Øx2 1/2" NAILS T&B 1/2" SHTHG 2x4 T&B 2" 6" OR CONN PER SHEAR WALL SCHED PE R A R C H HE E L H E I G H T DIAPHRAGM EDGE NAILING PER PLAN 2x BLKG OUTRIGGER PER PLAN STUD WALL & SHTHG PER PLAN(2) BAYS OF 2x4 BLKG @ 32"OC BTWN TRUSSES W/ (4) #6 SCREWS & (2) 0.148"Ø NAILS EA END CEILING PER ARCH A35 CLIP @ 24"OC A35 CLIP AT EA OUTRIGGER LTP4 CLIP AT EA BLOCK SHEATHED DROPPED TOP CHORD GABLE TRUSS PREFAB TRUSSES PER PLAN (2'-0" MAX) OVERHANG PER ARCH 0.148"Øx3" TOENAIL EA SIDE OF OUTRIGGER CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER T/SHTHG PER PLAN STUD WALL & SHTHG PER PLAN PER ARCH (2) 0.131"Øx3 1/4" NAILS EA SIDE OF SHEAR PANEL TO T&B CHORD OF TRUSS DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN PLATE ATTACHMENT PER SHEAR WALL SCHED 2x BLKG PARALLEL TO ROOF SLOPE H1 ANCHOR AT EA TRUSS PREFAB SHEAR PANEL PER TRUSS MFR BTWN TRUSSES W/ SHEAR WALL EDGE NAILING TOP, BOT & SIDES PER PLAN (PROVIDE MAX 12"SQ VENT AS REQD PER ARCH, LOCATE OPNGS TO AVOID NAILING) OPTION - 1 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN DTC CLIP @ 48"OC (NAIL MID-HEIGHT OF SLOT) NONBEARING WALL PER ARCHPER NOTE 3 GA P 1/ 2 " PER ARCH OPTION - 2 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN SDPW DEFLECTOR SCREW PER NOTE 1 NONBEARING WALL PER ARCHPER NOTE 3 GA P 3/ 4 " PER ARCH CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH NOTES: 1. CONTRACTOR TO REFERENCE SDPW DEFLECTOR SCREW SPECIFICATIONS IN REGARDS TO PRODUCT TYPE AT 1x AND 2x TOP PLATES OR (2) 2x TOP PLATES. FOR 1x AND 2x TOP PLATES A MAXIMUM SPACING EQUALS 42"OC AND FOR (2) 2x TOP PLATES A MAXIMUM SPACING EQUALS 48"OC. SDPW DEFLECTOR SCREWS MUST BE PLACED AT MINIMUM 6" FROM EACH END OF WALL. INSTALL WITH 3/4" OFFSET BELOW BOTTOM OF PLATE AND HEAD OF SDPW DEFLECTOR SCREW. 2. DCI ENGINEERS IS ONLY RESPONSIBLE FOR THE POSITIVE CONNECTION (DTC CLIP AND SDPW DEFLECTOR SCREW) FROM THE NONBEARING WALL TO THE PRIMARY STRUCTURE. THE CONTRACTOR IS TO CONFIRM THE ATTACHMENT OF THE CEILING SHEATHING TO THE NONBEARING WALL WITH THE SUB-CONTRACTOR PERFORMING THE FRAMING, THE ARCHITECT, THE MATERIAL SUPPLIER, AND THE ACOUSTICAL CONSULTANT AS THERE ARE VARIOUS CONSIDERATIONS INCLUDING MATERIAL ATTACHMENT SPECIFICATIONS, PREFERENTIAL FRAMING TECHNIQUES BY THE SUB-CONTRACTOR, FIRE RATING AND ACOUSTICAL CAULKING REQUIREMENTS, AND NONBEARING WALL FINISH INTERFACE REQUIREMENTS. ALL OF WHICH ARE OUTSIDE OF DCI ENGINEERS EXPERTISE. 3. 16" MINIMUM, 24" MAXIMUM. CONFIRM SPACING OF CONNECTION WITH MATERIAL SUPPLIER, MATERIAL SUPPLIER TO ACCOUNT FOR MOVEMENT OF STRUCTURE. 4. 1x TOP PLATE CAN BE REMOVED GIVEN THE GAP IS 1/2" MAXIMUM. OPTION - 1 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN 2x BLKG @ 48"OC W/ (2) 0.131"Øx3 1/4" NAILS EA END DTC CLIP @ 48"OC (NAIL MID-HEIGHT OF SLOT) NONBEARING WALL PER ARCH PER NOTE 3 GA P 1/ 2 " OPTION - 2 SHTHG PER PLAN PREFAB ROOF TRUSSES PER PLAN 2x BLKG @ 48"OC W/ (2) 0.131"Øx3 1/4" NAILS EA END SDPW DEFLECTOR SCREW PER NOTE 1 NONBEARING WALL PER ARCH PER NOTE 3 GA P 3/ 4 " T/SHTHG PER PLAN T/SHTHG PER PLAN CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH CONFIRM ATTACHMENT OF SHTHG W/ MATERIAL SUPPLIER & VERIFY INTERFACE DETAILS W/ ARCH 1. CONTRACTOR TO REFERENCE SDPW DEFLECTOR SCREW SPECIFICATIONS IN REGARDS TO PRODUCT TYPE AT 1x AND 2x TOP PLATES OR (2) 2x TOP PLATES. FOR 1x AND 2x TOP PLATES A MAXIMUM SPACING EQUALS 42"OC AND FOR (2) 2x TOP PLATES A MAXIMUM SPACING EQUALS 48"OC. SDPW DEFLECTOR SCREWS MUST BE PLACED AT MINIMUM 6" FROM EACH END OF WALL. INSTALL WITH 3/4" OFFSET BELOW BOTTOM OF PLATE AND HEAD OF SDPW DEFLECTOR SCREW. 2. DCI ENGINEERS IS ONLY RESPONSIBLE FOR THE POSITIVE CONNECTION (DTC CLIP AND SDPW DEFLECTOR SCREW) FROM THE NONBEARING WALL TO THE PRIMARY STRUCTURE. THE CONTRACTOR IS TO CONFIRM THE ATTACHMENT OF THE CEILING SHEATHING TO THE NONBEARING WALL WITH THE SUB-CONTRACTOR PERFORMING THE FRAMING, THE ARCHITECT, THE MATERIAL SUPPLIER, AND THE ACOUSTICAL CONSULTANT AS THERE ARE VARIOUS CONSIDERATIONS INCLUDING MATERIAL ATTACHMENT SPECIFICATIONS, PREFERENTIAL FRAMING TECHNIQUES BY THE SUB-CONTRACTOR, FIRE RATING AND ACOUSTICAL CAULKING REQUIREMENTS, AND NONBEARING WALL FINISH INTERFACE REQUIREMENTS. ALL OF WHICH ARE OUTSIDE OF DCI ENGINEERS EXPERTISE. 3. 16" MINIMUM, 24" MAXIMUM. CONFIRM SPACING OF CONNECTION WITH MATERIAL SUPPLIER, MATERIAL SUPPLIER TO ACCOUNT FOR MOVEMENT OF STRUCTURE. 4. 1x TOP PLATE CAN BE REMOVED GIVEN THE GAP IS 1/2" MAXIMUM. NOTES: 'SIMPSON' A35 CLIP, TYP WHERE SHOWN @ STRUCTURAL FASCIA FRAMING BLW, PER PLAN ROOF TRUSS PER PLAN BLOCKING EA BAY AT TYPICAL FRAMING 1 3/4x5-1/2 LVL STRUCTURAL FASCIA UNO ((1) MIN) 1-3/4x5-1/2 LVL STRUCTURAL FASCIA UNO ((1) MIN) NON STRUCTURAL FASCIA PER ARCH BLKG EA BAY GIRDER TRUSS PER PLAN A35 CLIP AT EA OUTLOOKER PREFAB TRUSS PER PLAN 2x4 BLKG @ 32"OC W/ 4) #6 SCREWS & (2) 0.162"Øx3 1/2" NAILS EA END, TYP DIAPHRAGM EDGE NAILING PER PLAN 2x BLKG 0.148"Øx3" TOENAIL @ 4"OC CEILING PER ARCH, TYP MIN 5/8" GYP OVERHANG PER ARCH CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER OUTRIGGER PER PLAN TRUSS W/ SHTHG PER PLAN, TRUSS MFR TO PROVIDE VERT WEB MEMBERS AT 24"OC MAX CLIP PER SW SCHED DIAPHRAGM EDGE NAILING PER PLAN CONT 2x6 LEDGER W/ (2) SDS25312 SCREWS TO EA VERT 2x MEMBER PREFAB TRUSS PER PLAN 1x OVERHANG MIN CONT 2x4 LEDGER W/ (2) 0.148"Øx3-1/4" NAILS @ 24" 0C T/SHTHG PER PLAN T/SHTHG PER PLAN DIAPHRAGM EDGE NAILING PER PLAN CEILING PER ARCH 2x BLKG OUTRIGGER PER PLAN SLOPED TOP PLATE TO MATCH ROOF SLOPE, PROVIDE CS16 STRAP AT ALL ROOF PITCH CHANGES STUD WALL & SHTHG PER PLAN A35 CLIP @ 24"OC, TYP H2.5 AT EA OUTRIGGER PREFAB TRUSS PER PLAN CONT 2x4 LEDGER W/ (2) 0.148"Øx3 1/4" NAILS AT EA STUD (2) BAYS OF 2x4 BLKG @ 32"OC BTWN TRUSSES W/ (4) #6 SCREWS IN EA BAY & (2) 0.148"Ø NAILS EA END OVERHANG PER ARCH CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER T/SHTHG PER PLAN A35 CLIP AT EA OUTRIGGER DIAPHRAGM EDGE NAILING PER PLAN CEILING PER ARCH 2x BLKG OUTRIGGER PER PLAN SLOPED TOP PLATE TO MATCH ROOF SLOPE, PROVIDE CS16 STRAP AT ALL ROOF PITCH CHANGES A35 CLIP @ 24"OC, TYP H2.5 AT EA OUTRIGGER PREFAB TRUSS PER PLAN CONT 2x4 LEDGER W/ (2) 0.148"Øx3 1/4" NAILS AT EA STUD (2) BAYS OF 2x4 BLKG @ 32"OC BTWN TRUSSES W/ (4) #6 SCREWS IN EA BAY & (2) 0.148"Ø NAILS EA END OVERHANG PER ARCH CONT 2x STRUCT FASCIA (VERIFY DEPTH W/ ARCH) W/ (2) 0.148"Øx3 1/4" NAILS AT EA OUTRIGGER T/SHTHG PER PLAN A35 CLIP AT EA OUTRIGGER CONT 2x6 LEDGER W/ (2) SDS25312 SCREWS TO EA STUD PREFAB TRUSS PER PLAN CONT 2x4 LEDGER W/ 0.148"Øx3-1/4" NAILS @ 24"OC STUD WALL AND SHTHG PER PLAN ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 2 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t ROOF FRAMING DETAILS S5.20 SCALE: 1" = 1'-0"2 EXTERIOR WALL PERPENDICULAR TO ROOF TRUSSES (06065D)SCALE: 1" = 1'-0"1 EXTERIOR WALL PARALLEL TO ROOF TRUSSES @ DROPPED TRUSS (06064A)SCALE: 1" = 1'-0"4 INTERIOR WALL PERPENDICULAR TO SLOPED ROOF TRUSSES (06076) SCALE: 1" = 1'-0"9 NON-STRUCTURAL PARTITION WALL PERPENDICULAR TO ROOF FRAMING (06905C)SCALE: 1" = 1'-0"10 NON-STRUCTURAL PARTITION WALL PARALLEL TO ROOF FRAMING (06905B) SCALE: 3/4" = 1'-0"8 TYPICAL STRUCTURAL FASCIA (PLAN VIEW) SCALE: 1" = 1'-0"11 ROOF STEP PARALLEL TO TRUSSES (06220 M) SCALE: 1" = 1'-0"7 EXTERIOR WALL PARALLEL TO ROOF TRUSSES (06064C) SCALE: 1" = 1'-0"12 BEARING WALL PARALLEL TO ROOF TRUSSES (06064C M) PLAN PLAN CL P O S T ELEVATION STRUCT FASCIA PER PLAN NON-STRUCT FASCIA PER ARCH BM PER PLAN POST PER PLAN W/ (2) 3/4" THRU BOLTS (2) LTP5 CLIPS @ SPLICE LOCATIONS PT 2x STRUCT FASCIA TO MATCH BM DEPTH W/ (3) SDWS22400 SCREWS TO BM POST PER PLAN, TYP BM PER PLAN PLAN NOTE WATERPROFFING REQUIREMENTS PER ARCH 4 " 4 " HSS ROOF PURLIN PER PLAN W/ SDS25312 SCREW AT EA BEAM PER PLAN EDGE NAILING VENTED COMP BLKG OR FULL HT 2x BLKG PREFAB TRUSS PER PLAN H2.5 CLIP AT EA TRUSS, PROVIDE H6 CLIP AT GIRDER TRUSS PROVIDE TC26 CLIP @ SCISSOR TRUSS ROOF SHTHG, SEE PLAN RAFTER PER PLAN T&G PER ARCH PER PLAN STUD WALL & SHTHG PER PLAN (4) 0.131Øx2 1/2" NAILS T&B 1/2" SHTHG 2x4 T&B 3" 3" PE R A R C H HE E L H E I G H T RAFTER PER PLAN W/ (2) ROWS SDS25412 SCREWS @ 6"OC STAG FROM DBL RAFTER TO TRUSS 2x VERT COMPRESSION BLOCK W/ (2) 0.131"Øx3" NAILS TO RAFTER (TRIM FOR FIRM BRG) BEAM W/ HGR BYND PER PLAN D/3 MAX (2'-0" MAX) OVERHANG PER ARCH POST PER PLAN W/ (2) 3/4" THRU BOLTS BM PER PLAN FINISHES PER ARCH RAFTER PER PLAN SHTHG PER PLAN A34 CLIP W/ SD SCREWS @ EA RAFTER H3 UPLIFT CLIP @ EA RAFTER STRUCTURAL FASCIA PER 8/S5.204" 4" D/ 6 M A X PER PLAN POST PER PLAN, TYP BM PER PLAN PLAN ELEVATION CL POST T/SHTHG PER PLAN RAFTER PER PLAN W/ TRUSS CONECTION PER 3/S5.21 BM & HGR PER PLAN SOLID 4x12 BLKG PREFAB ROOF TRUSS PER PLAN 2x6 TRIMMER @ BLKG LOCATIONS T&B BLKG EA BAY T&B PER W/ CLIP PER SW SCHED 3/S5.21 DBL TOP PL STUD WALL & SHTHG PER PLAN PER PLAN PER ARCH EDGE NAILING PER SW SCHED STUD WALL & SHTHG PER PLAN STL BM PER PLAN W/ NAILER T&B PER 3/A6.1 BEVELED BRG BLK AS REQD W/ (2) 0.162x3x3-1/2" NAILS @ EA TRUSS PREFAB ROOF TRUSS PER PLAN DIAPHRAGM EDGE NAILING PER PLAN FULL DEPTH LSL RIM JOIST PER PLAN W/ CLIP TO NAILER PER SW SCHED ROOF SHTHG PER PLAN ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 2 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t ROOF FRAMING DETAILS S5.21 SCALE: 1" = 1'-0"1 EXTERIOR BEAM TO POST CONNECTION SCALE: 1" = 1'-0"3 TRUSS BEARING W/ RAFTER BACKSPAN SCALE: 1" = 1'-0"2 EXTERIOR BEAM TO POST CONNECTION SCALE: 1" = 1'-0"4 EXTERIOR BEAM CONNECITON AT STUD WALL SCALE: 1" = 1'-0"5 ROOF FRAMING AT STEEL BEAM (4) 3/4"Ø BOLTS AT BEAM GAGE STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP CL COL & STIFF PL BEAM PER PLAN, TYP COL PER PLAN, TYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP "F" "F" PER TABLE 1, TYP WHERE BEAM CONTINUOUSWHERE BEAM ENDS BEAM OVER COLUMNNOTES: 1. CHAMFER CORNERS AS REQUIRED AT BEAM "K" REGION. 2. AT INTERSECTING BEAMS USE FULL DEPTH SHEAR TAB PER 3. BEARING PLATE WIDTH = [BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH +1"] MINIMUM. BEAM BELOW COLUMN WHERE BEAM CONTINUOUSWHERE BEAM ENDS 3/16 3/16TYP BEAM PER PLAN, TYP "F" "F" PER TABLE 1, TYP 3/16 3/16 (2) 3/4"Ø BOLTS AT BEAM GAGE (4) 3/4"Ø BOLTS AT BEAM GAGE, TYP STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP COL PER PLAN, TYP 1 1/2"3"TYP 1 1/2" CL COL & STIFF PL CL COL & STIFF PL CL COL & STIFF PL 1 1/2" TYP 1 1/2" 1 1/2" BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP TABLE 1 BRG/BASE PLATE THICKNESS 3/8" , 1/2" 5/8" , 3/4" > = 7/8" "F" FILLET SIZE 3/16" 1/4" 5/16" 1 1 / 2 " 1 1 / 2 " 1 1/2" 1/2" TYP 1 1/2" 1 1 / 2 " TYP 1 1/2" 1 1 / 2 " T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN 1/2" 9/S6.1 TOPPING PER ARCH WHERE OCCURS CONT 2x NAILER, RIPPED TO FIT W-BEAM PER PLAN W/ WEB FILLER W/ 5/8"Ø CARRIAGE BOLT @ 24"OC, STAGGERED 5/8"Ø CARRIAGE BOLT @ 32" OC, STAGGERED SHTHG PER PLAN TRUSS PER PLAN W/ FACE MOUNT HGR PER MANUF PLAN - AT SHEAR WALLS PLAN - AT NON-SHEAR WALLS 1. ALL WELDED THREAD STUDS SHALL HAVE NUTS AND WASHERS. BOT PLATE HSS COL PER PLAN NAILER SIZE TO MATCH WALL STUD SIZE (NO COUNTERBORE ALLOWED AT SHEAR WALLS), TYP SHTHG PER SHEAR WALL SCHED EDGE NAILING PER SHEAR WALL SCHED 5/8"Ø WELDED THRD STUD @ 16"OC & 6" FROM T&B, TYP EA SIDE OF COL HSS COL PER PLAN BOT PLATE NAILER SIZE TO MATCH WALL STUD SIZE, TYP STUDS PER PLAN NOTE: 5/8"Ø WELDED THRD STUD @ 16"OC & 6" FROM T&B, TYP EA SIDE OF COL STUDS PER PLAN CONTRACTOR OPTION: FASTEN NAILER TO COLUMN W/ PAF'S @ 16"OC AT NON-SHEAR WALLS SHEAR PLATE THICKNESS PER SCHED "A" SIZE & QUANTITY OF BOLTS PER SCHED "A" WASHERS PER (NOTE 2) BEAM PER PLAN TYPICAL SHEAR PLATE CONNECTION CL COL COL CONTINUES AT SIM CAP PL TO MATCH COL WALL THICKNESS. CAP FLUSH W/ T/STL WT STEM OR TYP SHEAR PL CONN BEAM PER PLAN, TYP COL PER PLAN BEAM TO HSS COLUMN SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CL COL BEAM TO WIDE FLANGE COLUMN WEB - OPTION 1 (BEAM FITS INSIDE COLUMN) SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CROP CORNERS 1" MAX, TYP STIFF PL3/8 T&B W/ CROPPED CORNERS TO CLEAR COLUMN "k" BEAM TO WIDE FLANGE COLUMN WEB - OPTION 2 SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CL COL & BEAM WHERE OCCURS TYPICAL SECTION AT HSS COLUMN t t t t SCHED "A" 3/16 3/16 3/16 3/16 SCHED "A" FIELD WELDS (NOTE 6) TYP AT STIFF PL TO COL WEB TYP AT STIFF PL TO COL FLANGE (NOTE 4) 3 1/2" SC H E D " A " "N " B O L T S @ 3 " O C P E R F/SUPPORT (EMBED PL, BEAM WEB, COL FLANGE OR RETROFIT PL) BOLT Ø 2x TY P 1 1 / 2 " (NOTE 4) 3 1/2" T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN T/STL PER PLAN (NOTE 5) 1/2" GAP TYP SECTION 41.7 [27.8] 42.0 [28.0] 25.1 [16.7]5/16"1/4" 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATE. 2. WHERE SHORT-SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3.2. 3. CAPACITIES BASED ON AISC 15TH EDITION WITH ASTM A325-N BOLTS. 4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN DETAIL, BUT SHALL NOT EXCEED 3 1/2" IN THE AS-BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. 5. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2" EXCEPT FOR "WT" CONNECTORS USED WITH HSS COLUMNS. WHERE "WT" ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 1 1/2" OR THE "k" DISTANCE OF THE "WT" PLUS 1/4". 6. FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE "A", UNLESS PROPER FIT- UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING. 7. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. COPE LENGTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED 6 1/2". 8. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4" DIAMETER A325-N BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY. 9. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: W8 W10 W12 W14 2 2 3 3 5/16" 5/16" 5/16" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1 1/4" 2 1/2" 2" 2 1/2" NR (9) 1 1/4" 1 1/4" 1 1/2" NR (9) DOUBLESINGLE COPED UNCOPED CONNECTION CAPACITY-LRFD [ASD] (3) (KIPS)MAX DOUBLE COPE DEPTH (7) MAX SINGLE COPE DEPTH (7) WELD SIZE t MIN HSS COLUMN WALL THICKNESS (8) SHEAR PLATE OR WT STEM THICKNESS "N" BOLTS REQUIRED (1) BEAM SIZE 3/4"Ø - A325-N SINGLE ROW BEAM Fy=50KSI - CONNECTION PLATE Fy=36KSI BOLTED SINGLE SHEAR PLATE CONNECTION - SCHEDULE "A" 14.7 [9.8] 19.2 [12.8] 30.8 [20.5] 16.6 [11.0] 21.5 [14.3] 21.5 [14.3] CL C O L & B E A M W H E R E O C C U R S TYP SHEAR PL CONN t t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. SINGLE PLATE SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS WITH MINIMUM WALL THICKNESS NOTED IN SCHEDULE "A". 3. FOR COLUMNS THAT DO NOT MEET THE SIZE REQUIREMENTS OF NOTE 2, USE ALTERNATE SECTION DETAIL BELOW. WT STEM THICKNESS PER SCHED "A", TYP EDGE OF FLANGE SHALL BE FLUSH W/ F/COL OR OVERRUN AS REQD CUT FLANGE TO PROVIDE 1/4" MIN FLAT BEYOND TOE OF WELD TYP (NOTE 8) CL COL & BEAM WHERE OCCURS CL C O L & B E A M W H E R E O C C U R S t "t" PER SCHED "A", TYP FIELD WELDS (NOTE 6) NOTES: 1. ADDITIONAL INFORMATION PER TYPICAL SECTION, REFERENCE SCHEDULE "A" FOR CAPACITIES. 2. WT SHEAR TAB CONNECTIONS ARE VALID FOR ALL SQUARE AND RECTANGLE HSS COLUMNS. USE TYPICAL SECTION DETAIL WHERE POSSIBLE. NOTE: 42.0 [28.0] 42.0 [28.0] ALTERNATE SECTION AT HSS COLUMN PER ARCH 12 PER ARCH 12 SIMPSON LSTA24 STRAP @ 48"OC EDGE NAILING ROOF SHTHG PER PLAN TRUSS PER PLAN W-BEAM PER PLAN W/ WEB FILLER W/ 5/8"Ø CARRIAGE BOLT @ 24"OC STAGGERED EDGE NAILING FACE MOUNT HGR PER TRUSS MANUF BEVELED BRG PL 2x NAILER PER 3/S6.1 HSS COL PER PLAN WOOD HDR PER PLAN CONTRACTOR OPTION TO PROVIDE WT SECTION THAT MEETS PLATE REQUIREMENTS PL3/8x5x(BM WIDTH -1/8") PL3/8x5xAS REQ'D W/ (2) 3/4"Ø THRU-BOLTS 1 1 / 2 " 3" 7" M I N 1/ 3 B M H T 3/16 3/16 OPTION TO FIELD WELD 3/16 OPTION TO FIELD WELD PL1/4x6"xCOL WIDTH - 1/2" 1/4 3 SIDES ww w . d c i - e n g i n e e r s . c o m C I V I L / S T R U C T U R A L ® 10 6 0 F o w l e r A v e , S u i t e 2 0 2 Bo z e m a n , M o n t a n a 5 9 7 1 8 P: ( 4 0 6 ) 5 5 6 - 8 6 0 0 24151-0216DCI Job #: 02/11/2025PERMIT SET: AS T E R P L A C E PA R A C H U T E , C O A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : PE R M I T A N D B I D S E T THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 2/ 1 0 / 2 0 2 5 2 : 1 2 : 4 4 P M C : \ _ l o c a l r e v i t \ S t r u c t _ 2 4 1 5 1 - 0 2 1 6 A s t e r P l a c e C o m m u n i t y B l d g - R 2 4 _ j m o g s t a d R 4 D W 5 . r v t STEEL DETAILS S6.1 SCALE: 1" = 1'-0"1 BEAM TO HSS COLUMN CONNECTIONS (05050)SCALE: 1" = 1'-0"3 TYPICAL NAILER DETAILS AT STEEL BEAM SCALE: 1" = 1'-0"4 TYPICAL NAILER AT STEEL COLUMNS (06909AM) SCALE: 1" = 1'-0"9 SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS (r05201) SCALE: 1" = 1'-0"8 TRUSS AT STEEL RIDGE BEAM (FACE MOUNT HANGER) SCALE: 1" = 1'-0"12 BEAM TO HSS COL VALVES HUMIDISTATH CARBON MONOXIDE / NITRIC OXIDE SENSORCO/NO DUCT UP (PLAN VIEW) DUCT DOWN (PLAN VIEW) R INCLINED RISE - IN DIRECTION OF AIRFLOW D INCLINED DROP - IN DIRECTION OF AIRFLOW INTERNAL DUCT LINING ELBOW WITH TURNING VANES RADIUS ELBOW SUPPLY DUCT (SECTION VIEW) RETURN DUCT (SECTION VIEW) EXHAUST DUCT (SECTION VIEW) OUTDOOR AIR DUCT (SECTION VIEW) MANUAL VOLUME DAMPER BACKDRAFT DAMPER ZONE DAMPER BYPASS DAMPER MOTORIZED DAMPER FIRE DAMPER FIRE/SMOKE DAMPER SMOKE DAMPER Z B M F FS S REMOTE VOLUME DAMPER HVAC DUCTWORK (CONT.) STATIC PRESSURE SENSORSP DIFFERENTIAL PRESSURE SENSORDP BUILDING PRESSURE SENSOR ANNOTATION SYMBOLS X X X X CFM X DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER AIR DEVICE MARK AND CFM ME-#MECHANICAL EQUIPMENT MARK POINT OF NEW CONNECTION POINT OF DISCONNECTION ADJUSTABLE THERMOSTATT ROOM HUMIDITY SENSOR ROOM CO2 SENSOR $WALL SWITCH CFM X AIR DEVICE MARK AND CFM - PROVIDE OPPOSED BLADE DAMPER OBD CFM X AIR DEVICE MARK AND CFM - PROVIDE RADIAL DAMPER RD X X 3D VIEW NUMBER SHEET NUMBER MECHANICAL LEGEND R BD TEMPERATURE SENSOR PIPE FITTINGS HVAC CONTROL SYMBOLS NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS. ID INSIDE DIAMETER IFB INTEGRAL FACE & BYPASS IGV INLET GUIDE VANES IPS IRON PIPE SIZE IU INDUCTION UNIT KW KILOWATTS KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE (°F) LF LINEAR FEET LWT LEAVING WATER TEMPERATURE (°F) M MOTOR OPERATED MAU MAKEUP AIR UNIT MB MIXING BOX MBH 1000 BTU/HR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MS MINI-SPLIT NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NPS NOMINAL PIPE SIZE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OBD OPPOSED BLADE DAMPER P PUMP PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PHC PREHEAT COIL PPM PART PER MILLION PROP PROPELLER PRV PRESSURE REDUCING VALVE PSIA PSI, ABSOLUTE PSIG PSI, GAUGE QTY QUANTITY R REGISTER RA RETURN AIR RD RADIAL DAMPER RF RETURN/RELIEF AIR FAN RH RELATIVE HUMIDITY RHC REHEAT COIL SA SUPPLY AIR SAF SUPPLY AIR FAN SC SENSIBLE COOLER SCFM CFM, STANDARD CONDITIONS SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SP STATIC PRESSURE SPS STATIC PRESSURE SENSOR SS STAINLESS STEEL T THERMOSTAT TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TCP TEMPERATURE CONTROL PANEL TG TRANSFER GRILL TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER UNC UNDERCUT UV UNIT VENTILATOR VA VOLT-AMPERE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW WB WET BULB TEMPERATURE (°F) WC WATER COLUMN WG WATER GAUGE WSHP WATER SOURCE HEAT PUMP ΔT TEMPERATURE DIFFERENCE (°F) ACC AIR COOLED CONDENSER ACU AIR CONDITIONING UNIT AD ACCESS DOOR ADJ ADJUSTABLE AF AIR FOIL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR ABOVE FINISHED ROOF AFS AIR FLOW STATION AHU AIR HANDLING UNIT AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL ATM ATMOSPHERE AWG AMERICAN WIRE GAUGE B BOILER BB BASEBOARD BC BACKWARD CURVED BD BACKDRAFT DAMPER BF BOILER FEED BHP BRAKE HORSEPOWER BI BACKWARD INCLINED BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOJ BOTTOM OF JOIST BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT C COMMON CAV CONSTANT AIR VOLUME CC COOLING COIL CCW COUNTER CLOCKWISE CFM CUBIC FEET PER MINUTE CH CHILLER C&I CONTROLS & INSTRUMENTATION CLG CEILING CMU CONCRETE MASONRY UNIT CND CONDENSATE CONT CONTINUATION CORR CORRIDOR CT COOLING TOWER CU CONDENSING UNIT CH CABINET HEATER CV CONTROL VALVE CVS CONTROL VALVE STATION CW CLOCKWISE dB DECIBEL DB DRY BULB TEMPERATURE (°F) DDC DIRECT DIGITAL CONTROL DH DUCT HEATER DP DEW POINT TEMPERATURE (°F) DX DIRECT EXPANSION E EXHAUST EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (°F) EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY ELEV ELEVATION ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE (°F) F&T FLOAT & THERMOSTATIC FA FACE AREA FC FORWARD CURVED FC FAN COIL FP FIRE PROTECTION FPM FEET PER MINUTE FT FEET GA GAUGE OR GAGE GC GENERAL CONTRACTOR GEN GENERATOR GH GRAVITY HOOD GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HUMIDIFIER HC HEATING COIL HG MERCURY HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HR HOUR HX HEAT EXCHANGER ABBREVIATIONS (E) ME-#EXISTING MECHANICAL EQUIPMENT (D) ME-#DEMOLISHED MECHANICAL EQUIPMENT # T H C P PIPING SPECIALTIES AUTOMATIC AIR VENT MANUAL AIR VENT PRESSURE / TEMPERATURE PORT TEMPERATURE SENSOR PRESSURE SENSOR PIPE WELL - EMPTY FLOW SWITCH PRESSURE SWITCH PRESSURE GAUGE, SNUBBER & NEEDLE VALVE TEMPERATURE GAUGE FLEXIBLE CONNECTOR THERMAL/SEISMIC EXPANSION LOOP FLOW METER UNION OR FLANGE ISOLATION VALVE MANUAL BALANCING VALVE 3-WAY TEMPERATURE CONTROL VALVE AUTOMATIC BALANCING VALVE HOSE-END DRAIN W/ CAP STRAINER 2-WAY TEMPERATURE CONTROL VALVE SOLENOID VALVE TEMPERATURE AND/OR PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE BACKFLOW PREVENTER CHECK VALVE STEAM TRAP GAS PRESSURE REGULATOR BOILER DRAIN W/ CAP VENTURI VALVE MANUAL 3-WAY VALVE BOTTOM CONNECTION, TEE FITTING DOWN CAPPED OUTLET OR BLIND FLANGE CHANGE IN ELEVATION OF PIPE ELBOW PIPE BREAK PIPE UP PIPE DOWN SIDE CONNECTION, TEE FITTING TOP CONNECTION, TEE FITTING UP CONCENTRIC REDUCER ANCHOR PIPE GUIDES RECTANGULAR DUCT WIDTH x DEPTHW"xD" ROUND DUCT DIAMETER X"ø X"ø FLEXIBLE DUCT DIAMETER W"/D"OVAL DUCT WIDTH/DEPTH FLOOR/CEILING SUPPLY DIFFUSER FLOOR/CEILING RETURN GRILLE FLOOR/CEILING EXHAUST GRILLE SIDEWALL SUPPLY DIFFUSER SIDEWALL RETURN/EXHAUST GRILLE HVAC DUCTWORK CND STEAM CONDENSATE RETURN LPS MPS HPS LOW PRESSURE STEAM MEDIUM PRESSURE STEAM HIGH PRESSURE STEAM HWR HWS HEATING WATER RETURN HEATING WATER SUPPLY REFRIGERANT (LIQUID AND SUCTION)REF HPWR HPWS HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY ATV ATMOSPHERIC VENT CTR CTS COOLING TOWER RETURN COOLING TOWER SUPPLY HVAC PIPING (E) NAME (D) NAME DIRECTION OF FLOW EXISTING PIPE TO BE DEMOLISHED EXISTING PIPE TO REMAIN NAME NEW PIPING GENERAL # INSTALLATION: A. NEW PIPING, DUCTWORK AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE CURRENTLY ADOPTED INTERNATIONAL MECHANICAL AND INTERNATIONAL BUILDING CODES. B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS INDICATED ON PLAN. OBSERVE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THEIR INTENDED FUNCTION. C. INSTALL EQUIPMENT, DUCTWORK, AND PIPING SO AS TO MAINTAIN CODE REQUIRED CLEARANCES FOR ELECTRICAL AND TELECOMMUNICATION EQUIPMENT. D. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF ASSEMBLIES, WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER AND WATER TIGHT. COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR TO PATCH TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER. E. EQUIPMENT MANUFACTURED AFTER 1/1/2023 SHALL MEET MINIMUM SEER2 RATINGS. COORDINATION: A. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO FIELD COORDINATE THE LOCATION OF EQUIPMENT, ROUTING OF DUCTWORK, AND ROUTING OF PIPING WITH OTHER TRADES. B. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES AND PROVIDE THE NECESSARY LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. C. COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, THE ELECTRICAL LIGHTING PLANS, AND IF RELEVANT, THE TELECOMMUNICATION AND FIRE SPRINKLER PLANS. ELECTRICAL COORDINATION: A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL INFORMATION. COORDINATE WITH OTHER TRADES TO ENSURE THAT ELECTRICAL DISCONNECTS, MOTOR STARTERS, VARIABLE FREQUENCY DRIVES, CONTROLS, AND ELECTRICAL ACCESSORIES ARE FURNISHED AND/OR INSTALLED BY THE APPROPRIATE TRADE. SITE ELEVATION: A. EQUIPMENT SHALL BE SELECTED FOR THE PROJECT ELEVATION OF 5,089’. SUSTAINABILITY CERTIFICATION: A. THIS PROJECT IS TO BE NATIONAL GREEN BUILDING STANDARD, ENERGYSTAR, AND ZERO ENERGY READY HOME CERTIFIED. REVIEW DRAWINGS AND SPECIFICATIONS TO ENSURE ALL MATERIALS MEET THESE PROGRAM REQUIREMENTS. B. COMPLY WITH SUSTAINABILITY CONSULTANT TO ARRANGE FOR TESTING AND VERIFICATION OF THE MECHANICAL SYSTEMS AND CORRECT ANY INADEQUATE INSTALLATIONS. MECHANICAL GENERAL NOTES MECHANICAL SHEET INDEX NUMBER SHEET NAME M0.1 MECHANICAL LEGEND & NOTES M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL DETAILS M1.1 MECHANICAL PLAN M1.2 MECHANICAL ZONE PLAN M2.1 MECHANICAL AXONOMETRICS edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M0.1 MECHANICAL LEGEND & NOTES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M0.2 MECHANICAL SCHEDULES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 ACCESSORIES: 1. CONDENSATE DRAIN KIT. 2. STANDARD FILTER RACK WITH 1" FILTER. 3. RECTORSEAL SAFE-T-SWITCH SS2 TO CUT LOW VOLTAGE POWER TO FAN SIGNAL AT HIGH CONDENSATE LEVELS. INSTALL ON FAN COIL SECONDARY DRAIN OUTLET AND WIRE PER MANUFACTURER'S INSTRUCTIONS. REMARKS: 1. MULTI-TAP ECM MOTOR 2. FACTORY INSTALLED BACKUP ELECTRIC HEAT 3. DRAIN CONDENSATE PAN TO ASSOCIATED FLOOR DRAIN 4. FAN COIL AND HEAT PUMP COMBINATION TO BE ENERGY STAR CERTIFIED 5. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE DUCT SMOKE DETECTOR FOR MECHANICAL CONTRACTOR'S INSTALLATION. TEMPERATURE DATA: 1. COOLING: 72°F DB / 60.1°F WB INDOOR RETURN AIR, 95.1°F DB OUTDOOR AIR 2.HEATING: 70°F DB INDOOR RETURN AIR, -8.9°F DB / -9.4°F WB OUTDOOR AIR CONTROLS: 1. INFINITY CONTROL SYSTEM. 2. PROVIDE ZONE DAMPER CONTROL MODULE AND SYSTXCCITC INFINITY SYSTEM CONTROLLER. MOUNT AT FAN COIL. 3. PROVIDE ZONE DAMPER FOR EACH ZONE. 4. PROVIDE SYSTXZNSMS SMART SENSOR WHERE AN ADJUSTABLE THERMOSTAT IS INDICATED. 5. PROVIDE SYSTXCCRRS REMOTE ROOM SENSOR WHERE A TEMPERATURE SENSOR IS INDICATED. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. FAN COIL SCHEDULE MARK MANUF. MODEL CONFIG. HP AIRFLOW DATA COOLING INFORMATION HEATING INFORMATION BACKUP ELECTRIC HEAT (KW) PHYSICAL DATA SUPPLY AIR (CFM) OUTSIDE AIR (CFM) ESP (IN WC) COOLING CAPACITY (BTU/HR)EER2 SEER2 HEATING CAPACITY (BTU/HR)COP @ 5°F HSPF2 HEIGHT (IN) WIDTH (IN) DEPTH (IN) WEIGHT (LBS) FC-1 CARRIER FE5BNBD60 UPFLOW 3/4 2280 265 0.50 53,970 10 20 60,350 2.12 9.0 24 59-3/16" 24-11/16" 22-1/16" 203 ACCESSORIES: 1. WALL MOUNTED UNITS TO HAVE INTEGRAL THERMOSTAT. 2. CEILING MOUNTED UNITS TO HAVE INTEGRAL THERMOSTAT. 3. INTEGRAL DISCONNECTING MEANS AND THERMAL OVERLOADS. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELECTRICAL DATA. ELECTRIC HEATER SCHEDULE MARK MANUF. MODEL VOLTAGE-PH WATTAGE FINISH MOUNTING PHYSICAL DATA DEPTH (IN) WIDTH (IN) HEIGHT (IN) EH-1 KING PAW1215 120-1 500 ARCH SELECT WALL 4-1/2" 12-1/2"6-1/8" EH-2 KING PAW1215 120-1 500 ARCH SELECT WALL 4-1/2" 12-1/2"6-1/8" EH-3 KING PAW1215 120-1 500 ARCH SELECT WALL 4-1/2" 12-1/2"6-1/8" EH-4 KING KB2003 240-1 3300 GALVANIZED STEEL CEILING 11" 15" 16.5" EH-5 KING KB2003 240-1 3300 GALVANIZED STEEL CEILING 11" 15" 16.5" GRD REMARKS: 1. SUBMITTAL DATA SHALL INCLUDE N.C., THROW, VELOCITY, AND PRESSURE DROP AS WELL AS ALL PHYSICAL AND INSTALLATION DATA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 3. N.C. VALUES IN SCHEDULE ARE VALID FOR SCHEDULE AIRFLOW ONLY AND REPRESENT A MAXIMUM ACCEPTABLE VALUE. SUBSTITUTE EQUIPMENT SHALL HAVE N.C. VALUE EQUAL TO OR BELOW THE VALUE SCHEDULE. ACCESSORY REMARKS: 1. PROVIDE FRAME FOR INSTALLATION IN RELEVANT CEILING TYPE. REFER TO ARCHITECTURAL RCP FOR CEILING TYPE. 2. PROVIDE MANUAL BALANCING DAMPER AT LOCATIONS WHERE A SPECIFIED AIR VOLUME IS SHOWN. 3. PROVIDE PRICE MODEL VCS3 OPPOSED BLADE DAMPER (OBD) WHERE INDICATED ON THE FLOOR PLANS. BALANCE TO AIRFLOW SPECIFIED. 4. PROVIDE PRICE MODEL VCR9 RADIAL DAMPER (RD) WHERE INDICATED ON THE FLOOR PLANS. BALANCE TO THE AIRFLOW SPECIFIED. GRILLE, REGISTER AND DIFFUSER SCHEDULE MARK MANUF. MODEL DESCRIPTION NECK SIZE FUNCTION MAX AIRFLOW (CFM) PERFORMANCE DATA AT MAX CFM MOUNTING & FINISH N.C.PRESSURE DROP (IN WC) THROW AT 50 FPM (FT)VELOCITY (FPM) THROW DIRECTION MOUNTING MATERIAL FINISH E-1 PRICE PDR 16" X 16" PERFORATED RETURN DIFFUSER 12" X 12" EXHAUST 500 - - 0.07 - - 500 - - CEILING ALUMINUM ARCH SELECT E-2 PRICE PDR 12" X 12" PERFORATED RETURN DIFFUSER 6" X 6" EXHAUST 70 - - 0.02 - - 300 - - CEILING ALUMINUM ARCH SELECT R-1 PRICE 530 FIXED LOUVER RETURN GRILLE - 45° - 3/4" SPACING 36" X 18" RETURN 1200 - - 0.03 - - 300 - - WALL STEEL ARCH SELECT R-2 PRICE PDR 16" X 16" PERFORATED RETURN DIFFUSER 12" X 12" RETURN 500 - - 0.07 - - 500 - - CEILING ALUMINUM ARCH SELECT S-1 PRICE SMDA 15" X 15" MODULAR FACE DIFFUSER 9" X 9" SUPPLY 220 - - 0.06 18 400 ADJUSTABLE GWB CEILING STEEL ARCH SELECT S-2 PRICE SMDA 18" X 18" MODULAR FACE DIFFUSER 12" X 12" SUPPLY 310 - - 0.04 19 300 ADJUSTABLE GWB CEILING STEEL ARCH SELECT ACCESSORIES: 1. PROVIDE WALL-MOUNT BRACKET. 2. GRAVITY BACKDRAFT DAMPER ON EXHAUST AIR STREAM. 3. MOTORIZED DAMPER ON OUTSIDE AIR STREA REMARKS: 1. FLEXIBLE DUCTWORK ON ALL FOUR CONNECTIONS. 2. AUTOMATIC TIMED INTEGRAL EXHAUST DEFROST. 3. 48" CORD SET WITH GROUND. 4. MERV 6 FILTERS ON BOTH AIRSTREAMS. CONTROLS: 1. PROVIDE 7-DAY PROGRAMMABLE DIGITAL TIME CLOCK. ERV TO RUN CONTINUOUSLY DURING OCCUPIED HOURS. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA ENERGY RECOVERY VENTILATOR SCHEDULE MARK MANUF. MODEL SUPPLY AIR RETURN AIR LEAVING AIR TEMPERATURE (°F) OUTSIDE AIR (CFM) SUPPLY AIR (CFM) SUMMER (°F) WINTER (°F) RETURN AIR (CFM) EXHAUST AIR (CFM) ESP (IN WC) SUMMER (°F) WINTER (°F) ERV-1 RENEWAIRE EV PREMIUM LH 265 265 75 70 265 265 0.5 80.7 47.8 ACCESSORIES: 1. ALL STANDARD ACCESSORIES TO MEET AHRI RATING. 2. OUTDOOR AIR TEMPERATURE SENSOR TO LOCKOUT AUXILIARY HEAT. 3. 4" PRECAST CONCRETE MOUNTING PAD. 4. 18" TALL HEAT PUMP RISER LEGS TO ELEVATE UNIT ABOVE AVERAGE SNOW LINE. TEMPERATURE DATA: 1. COOLING: 72°F DB / 60.1°F WB INDOOR RETURN AIR, 95.1°F DB OUTDOOR AIR 2. HEATING: 70°F DB INDOOR RETURN AIR, -8.9°F DB / -9.4° WB OUTDOOR AIR ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA AIR-SOURCE HEAT PUMP SCHEDULE MARK MANUF. MODEL COMPRESSOR TYPE REFRIGERANT COOLING INFORMATION HEATING INFORMATION A-WEIGHTED SOUND POWER (dBA) PHYSICAL DATA COOLING CAPACITY (BTU/HR)EER2 SEER2 HEATING CAPACITY (BTU/HR)COP @ 5°F HSPF LENGTH (IN) WIDTH (IN) HEIGHT (IN) WEIGHT (LBS) HP-1 CARRIER 25VNA060 ROTARY R-454B 53,970 10 20 60,350 2.12 9.0 58 35" 35" 43-13/16" 290 ACCESSORIES: 1. STANDARD DISCONNECT PREWIRED. 2. INTEGRAL GRAVITY BACKDRAFT DAMPER. 3. 6" TO 4" REDUCER. 4. WALL CAP WITH INTEGRAL BACKDRAFT DAMPER. CONTROLS: 1. INTERLOCK WITH LIGHTS IN ASSOCIATED ROOMS. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. EXHAUST FAN SCHEDULE MARK MANUF. MODEL AIRFLOW (CFM)SONES ESP (IN WC) DRIVE TYPE MOUNTING CONTROL WEIGHT (LBS) EF-1 PANASONIC FV-0709VB1 75 1.5 0.25 DIRECT CENTRIFUGAL CEILING 1 4.4 1. INTEGRAL DISCONNECTS AND OVERLOADS 2. INTEGRAL OVERLOADS 3. SINGLE POINT CONNECTION 4. PROVIDE RECEPTACLE 5. INDOOR UNIT POWERED BY OUTDOOR UNIT 6. DUCT SMOKE DETECTOR REQUIRED - FURNISHED AND WIRED BY DIV 26, INSTALLED BY DIV 23. NOTES: CONT INT KH LS MS OS T TC UC N/A CONTINUOUS OPERATION INTEGRAL INTERLOCK WITH KITCHEN HOOD LOW-VOLTAGE MANUAL SWITCH MANUAL SWITCH OCCUPANCY SENSOR THERMOSTAT TIME CLOCK UNIT CONTROLLER NOT APPLICABLE 22/22 22/26 23/23 23/26 26/26 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 22 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 23 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 26, WIRED BY DIV. 26 CONTROL TYPE:DIVISION OF RESPONSIBILITIES: MEP COORDINATION SCHEDULE MARK DESCRIPTION ELECTRICAL DATA CONTROL NOTESLOAD MOCP VOLT-PHASE TYPE DIV DSP-1 GARBAGE DISPOSAL 1.25 HP - 120-1 MS 26/26 4 DWH-1 DOMESTIC WATER HEATER 4500 W - 240-1 UC 22/22 EF-1 EXHAUST FAN 0.25 A - 120-1 CONT 26/26 EH-1 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-2 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-3 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-4 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 EH-5 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 ERV-1 ENERGY RECOVERY VENTILATOR 15 MCA 15 A 120-1 TC 23/23 EWC-1 ELECTRIC WATER COOLER 5 FLA - 120-1 UC 22/22 FC-1 FAN COIL 140.6 MCA 150 A 208-1 T 23/23 3,6 HP-1 HEAT PUMP 36.9 MCA 50 A 208-1 UC 23/23 PP-1 RECIRCULATION PUMP 44 W - - 120-1 TC 22/22 UNCONDITIONED SA, RA & EA MINERAL-FIBER BLANKET - - R-12 YES FSK INDOOR FLEXIBLE DUCT - 5' LENGTH MAX INTEGRAL - - R-6 YES FOIL INDOOR OUTSIDE AIR (OA) MINERAL-FIBER BLANKET - - R-12 YES FSK INDOOR EXHAUST (EA) - SEE NOTES NONE - - - - - - - - INDOOR EXHAUST (EA) - SEE NOTES MINERAL-FIBER BLANKET - - R-12 YES FSK INDOOR SA & RA 10' FROM AIR HANDLER NATURAL-FIBER DUCT LINER 1" - - - - - - INDOOR RETURN AIR (RA) NONE - - - - - - - - INDOOR SUPPLY AIR (SA) NONE - - - - - - - - TYPE THICKNESS R-VALUE VAPOR BARRIER FACTORY INSTALLED JACKET TYPE LOCATION APPLICATION INSULATION GENERAL NOTES: 1. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA GUIDELINES. 2. RECTANGULAR DUCTWORK SHALL BE GALVANIZED SHEET METAL. 3. RECTANGULAR DUCT ELBOWS SHALL HAVE TURNING VANES. 4. PROVIDE SEISMIC BRACING OF DUCTWORK AS REQUIRED BY LOCAL CODES. 5. SHEET METAL DUCTWORK GAGE SHALL BE SELECTED IN ACCORDANCE WITH SMACNA GUIDELINES. 6. DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH SMACNA AND THE CURRENT EDITION OF THE IECC. MASTICS ON SEALED DUCTS TO MEET UL 181A OR 181B STANDARDS. 7. DUCT INSULATION MUST HAVE FLAME SPREAD LESS THAN 25 AND SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 W HEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. 8. OUTSIDE AIR DUCTWORK INSULATION SHALL HAVE INTEGRAL VAPOR BARRIER IN INSULATION JACKET AND SHALL BE SEALED VAPOR TIGHT. 9. INDOOR EXHAUST DUCTWORK SHALL BE INSULATED FROM THE PENETRATION OF THE BUILDING ENVELOPE TO 10 FT UPSTREAM OF A BACKDRAFT OF SHUTOFF DAMPER. JACKET: 1. FACTORY APPLIED ALL SERVICE JACKETS (ASJ) SHALL BE FOIL SCRIM KRAFT (FSK). SEAL AT EXPOSED SEAMS/ EDGES/ CORNERS WITH FSK ADHESIVE TAPE. DUCTWORK SCHEDULE HEAT PUMP - LIQUID & VAPOR LINES REF 'ACR' COPPER 1/2" ELASTOMERIC SYSTEM ABBREV PIPE MATERIAL INSULATION NOTE: 1. INSULATION THICKNESS IS BASED ON A CONDUCTIVITY NOT EXCEEDING 0.27 BTU • INCH / (HR • FT² • °F) 2. PIPE INSULATION MUST HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL723. MECHANICAL PIPE SCHEDULE 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N PROVIDE SAFETY CABLE PER SEISMIC REQUIREMENTS AI R F L O W CEILING DIFFUSER -SEE PLANS FOR TYPE AND SIZE R-6 INSULATED FLEXIBLE DUCT 5FT MAX LENGTH PREFORMED SPIRAL ROUND DUCT -SEE PLANS FOR SIZE AIR FLOW 90° ADJUSTABLE SHEET METAL ELBOW CEILING SUPPORT STRAPS INSULATED FLEX DUCT (MAXIMUM 48") SURFACE MOUNT CEILING DIFFUSER SECURE FLEX DUCT TO SHEETMETAL ELBOW WITH TAPE AND POSITIVE LOCKING STRAPS PER SPECIFICATIONS ROUND DUCT TAP INTO SQUARE PLENUM BOX FLOOR FULL RECESSED WALL BOTTOM OF HEATER HEATER WALL BOX ROUGH-IN DISCHARGE GRILLE & FRAME 12 " A F F FLEX CONNECTION (TYP) CONDENSATE VENT (TYP) CONDENSATE TRAP ALONGSIDE FAN COIL FIELD FABRICATED RETURN BOX WITH ANGLE IRON REINFORCEMENT TO SUPPORT UNIT SA RA OA MITERED ELBOW WITH TURNING VANES RETURN AND SUPPLY DUCTS - ACOUSTICALLY LINE FIRST 10' FROM FAN COIL CONNECTION BALANCE TO CFM LISTED IN SCHEDULE FIELD FABRICATED FILTER RACK WITH MERV 13 FILTER LIQUID AND GAS REFRIGERATION LINE CONNECTION MANUFACTURER PROVIDED BACKUP ELECTRIC HEAT CONDENSATE SWITCH DRAIN TO FLOOR SINK WALL-MOUNT BRACKET OUTSIDE AIR MOUNT BOTTOM OF ERV AT 3'-0" AFF OFFSET DUCTWORK PER FLOOR PLANS/AXONOMETRIC SEE FLOOR PLANS FOR DUCT SIZES AT ERV INSTALLATION EXHAUST AIR RETURN AIR SUPPLY AIR FLEX DUCT AT CONNECTION TO UNIT OPERABLE WINDOW MECHANICAL OUTSIDE AIR INTAKE WALL CAP OPERABLE WINDOW EXHAUST AIR WALL CAP 3' - 0" MIN. CEILING HEATED UNHEATED R-11 BATT INSULATION VISQUEEN BARRIER BLOWN-IN INSULATION (BY OTHERS) TRUSS CHORD DUCTWORK WITH INSULATION MANUFACTURER PROVIDED SUPPORT STAND PRE-INSTALLED HEATER PANEL (TYP) ANCHOR STAND TO PRECAST CONCRETE PAD (TYP) LIQUID AND GAS REF LINESETPROVIDE VIBRATION ISOLATION PAD BELOW UNIT 18 " S T A N D FUSE HRV UNIT CONNECTION HEAT PUMP / LAT SENSORS A B C D A B C D Y R G B LAT COM HPT CLS1 COM1 CPN1 ZS1 ZS1C DIP SWITCH CLS2 COM2 CPN2 OFF ZS2 ZS2C ZONE 2 SENSOR CLS3 COM3 CPN3 STATUS CLS4 COM4 CPN4 DAMPER CONTROL MODULE, 1-4 ZONES ZS3 ZS3C ZS4 ZS4C ON1 2 COMM ZONE 3 SENSOR (IF REQUIRED) ZONE 4 SENSOR (IF REQUIRED) ZONE 2 ACTUATOR ZONE 1 ACTUATOR ZONE 3 ACTUATOR (IF REQUIRED) ZONE 4 ACTUATOR (IF REQUIRED) SYSTEM COTROLLER ZONE 1 SENSOR FAN COIL HEAT PUMP edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M0.3 MECHANICAL DETAILS PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 N.T.S.1 CEILING SUPPLY DIFFUSER DETAIL N.T.S.2 CEILING DIFFUSER -SLOPED DETAIL N.T.S.3 ELECTRIC WALL HEATER DETAIL N.T.S.5 VERTICAL FAN COIL DETAIL N.T.S.6 COMMUNITY SPACE ERV DETAIL N.T.S.4 VENT TERMINAL CLEARANCE DETAIL N.T.S.7 ATTIC INSULATION OVER DUCTWORK DETAIL N.T.S.8 HEAT PUMP DETAIL N.T.S.9 INFINITY CONTROL SYSTEM DETAIL 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N Z Z Z Z 1 2 3 4 5 A B C D E F G H I OFFICE/WORK ROOM 1 STORAGE/MECH 2 LOBBY 3 COMMUNITY CENTER 4 FITNESS CENTER 5 HALL 7 RESTROOM 8 RESTROOM 9 PACKAGE ROOM 10 EH-1 EH-2 FC-1 HP-1 − − R-1 − − R-2 OBD E-1 110 12"ø 10"ø 8"ø 8"ø 10"ø 10"ø 8"ø 12"ø 8"ø 8"ø 8"ø 10"ø 20"x16" D R R D D D D OBD E-2 50 OBD E-2 50 10"ø 12 " ø 6"ø 6"ø 6"ø 12"ø − − R-2 OBD E-2 50 EH-4 ERV-11M2.12M2.1Z-1D Z-1C Z-1A Z-1B EH-5 EF-1 EH-3 R 1 1 1 S-1 210 S-1 210 S-2 305 S-2 305 S-1 220 S-1 210 S-1 210 20"x16" 20"x16" 8"ø 8"ø S-2 310 TYP 2 TYP 2 TYP 3 TYP 3 VD 420 VD 610 VD 640 6"ø TYP 2 M0.3 8 M0.3 5 M0.3 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M1.1 MECHANICAL PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" MECHANICAL PLAN -FIRST LEVEL1 A. VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS. B. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. C. FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS, OR DIFFUSERS SHALL BE LIMITED TO 5 FT. FLEXIBLE DUCT SHALL NOT BE USED IN PLACE OF ELBOWS. D. DUCTWORK DIMENSIONS INDICATE THE CLEAR WIDTH/HEIGHT AND HAVE NOT BEEN INCREASED TO ACCOMMODATE DUCT LINER. INSTALLED DUCT SHALL BE INCREASED TO ACCOMMODATE LINER THICKNESS WHERE LINER IS INDICATED IN THE DRAWINGS OR SPECIFICATIONS. E. EXPOSED DUCTWORK TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED PER ARCHITECTURAL. CONTRACTOR TO CLEAN AND DRY DUCTWORK PRIOR TO PAINTING. F. PIPING WALL PENETRATIONS SHALL SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. MECHANICAL PLAN NOTES KEY NOTES:# 1. 8"Ø DUCT PENETRATION IN W16x40 BEAM AT THIS LOCATION. 2. DUCTWORK TO ROUTE NEAR BOTTOM CHORD OF PREFABRICATED ROOF TRUSSES AND ROUTE UP TO MATCH ELEVATION OF SLOPED PARALLEL CHORD TRUSSES IN VAULTED AREA. 3. NORTH-SOUTH DUCTS TO MATCH ROOF SLOPE IN VAULTED AREA. 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N T Z-1A T Z-1C Z-1D T T Z-1B 1 2 3 4 5 A B C D E F G H I Z-1B Z-1C Z-1DZ-1A EH-1 EH-2 EH-4 EH-5 EH-3 1 2 2 2 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M1.2 MECHANICAL ZONE PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" MECHANICAL ZONE PLAN -FIRST LEVEL1 A. VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS. B. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. C. FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS, OR DIFFUSERS SHALL BE LIMITED TO 5 FT. FLEXIBLE DUCT SHALL NOT BE USED IN PLACE OF ELBOWS. D. DUCTWORK DIMENSIONS INDICATE THE CLEAR WIDTH/HEIGHT AND HAVE NOT BEEN INCREASED TO ACCOMMODATE DUCT LINER. INSTALLED DUCT SHALL BE INCREASED TO ACCOMMODATE LINER THICKNESS WHERE LINER IS INDICATED IN THE DRAWINGS OR SPECIFICATIONS. E. EXPOSED DUCTWORK TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED PER ARCHITECTURAL. CONTRACTOR TO CLEAN AND DRY DUCTWORK PRIOR TO PAINTING. F. PIPING WALL PENETRATIONS SHALL SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. MECHANICAL PLAN NOTES KEY NOTES:# 1. COORDINATE MOUNTING LOCATION WITH ELECTRICAL SWITCHES. 2. COORDIANTE MOUNTING ELEVATION WITH CASEWORK. 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N EH-1 EH-2 ERV-1 EF-1 EH-5 EH-3 FC-1 ERV-1 EH-4 EH-2 EH-1 EH-5 EF-1 EH-3 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 M2.1 MECHANICAL AXONOMETRICS PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 N.T.S.1 MECHANICAL AXONOMETRIC VIEW 1 N.T.S.2 MECHANICAL AXONOMETRIC VIEW 2 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D RY NA THOMSO N PLUMBING LEGEND PLUMBING NAME (E) NAME (D) DIRECTION OF FLOW EXISTING PIPE TO BE DEMOLISHED EXISTING PIPE TO REMAIN NAME NEW PIPING IRR IRRIGATION SAN SANITARY WASTE DHWR DHW DCW DOMESTIC HOT WATER (120°F) DOMESTIC COLD WATER DOMESTIC HOT WATER RECIRC. V SANITARY VENT NG NATURAL GAS RAIN WATER LEADER RAIN WATER OVERFLOW CONDENSATE DRAIN RWL ORL CND GENERAL RO GW GREASE WASTE AW ACID WASTE AV ACID VENT LIQUIFIED PETROLEUM GAS COMPRESSED AIR LPG CA REVERSE OSMOSIS TREATED ANNOTATION SYMBOLS X X X X DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER X X 3D VIEW NUMBER SHEET NUMBER PF#PLUMBING FIXTURE / EQUIPMENT MARK POINT OF NEW CONNECTION POINT OF DISCONNECTION 1/4" SLOPE DIRECTION OF FLOW AND SLOPE PER FOOT PIPE FITTINGS FLOOR CLEAN OUT WALL CLEAN OUT HOSE BIBB WALL HYDRANT IRRIGATION BLOWOUT PORT WATER METER PIPING SPECIALTIES WATER HAMMER ARRESTER NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS. ID INSIDE DIAMETER IFB INTEGRAL FACE & BYPASS IGV INLET GUIDE VANES IPS IRON PIPE SIZE IU INDUCTION UNIT KW KILOWATTS KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE (°F) LF LINEAR FEET LWT LEAVING WATER TEMPERATURE (°F) M MOTOR OPERATED MAU MAKEUP AIR UNIT MB MIXING BOX MBH 1000 BTU/HR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MS MINI-SPLIT NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NPS NOMINAL PIPE SIZE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OBD OPPOSED BLADE DAMPER P PUMP PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PHC PREHEAT COIL PPM PART PER MILLION PROP PROPELLER PRV PRESSURE REDUCING VALVE PSIA PSI, ABSOLUTE PSIG PSI, GAUGE QTY QUANTITY R REGISTER RA RETURN AIR RD RADIAL DAMPER RF RETURN/RELIEF AIR FAN RH RELATIVE HUMIDITY RHC REHEAT COIL SA SUPPLY AIR SAF SUPPLY AIR FAN SC SENSIBLE COOLER SCFM CFM, STANDARD CONDITIONS SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SP STATIC PRESSURE SPS STATIC PRESSURE SENSOR SS STAINLESS STEEL T THERMOSTAT TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TCP TEMPERATURE CONTROL PANEL TG TRANSFER GRILL TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER UNC UNDERCUT UV UNIT VENTILATOR VA VOLT-AMPERE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW WB WET BULB TEMPERATURE (°F) WC WATER COLUMN WG WATER GAUGE WSHP WATER SOURCE HEAT PUMP ΔT TEMPERATURE DIFFERENCE (°F) ACC AIR COOLED CONDENSER ACU AIR CONDITIONING UNIT AD ACCESS DOOR ADJ ADJUSTABLE AF AIR FOIL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR ABOVE FINISHED ROOF AFS AIR FLOW STATION AHU AIR HANDLING UNIT AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL ATM ATMOSPHERE AWG AMERICAN WIRE GAUGE B BOILER BB BASEBOARD BC BACKWARD CURVED BD BACKDRAFT DAMPER BF BOILER FEED BHP BRAKE HORSEPOWER BI BACKWARD INCLINED BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOJ BOTTOM OF JOIST BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT C COMMON CAV CONSTANT AIR VOLUME CC COOLING COIL CCW COUNTER CLOCKWISE CFM CUBIC FEET PER MINUTE CH CHILLER C&I CONTROLS & INSTRUMENTATION CLG CEILING CMU CONCRETE MASONRY UNIT CND CONDENSATE CONT CONTINUATION CORR CORRIDOR CT COOLING TOWER CU CONDENSING UNIT CH CABINET HEATER CV CONTROL VALVE CVS CONTROL VALVE STATION CW CLOCKWISE dB DECIBEL DB DRY BULB TEMPERATURE (°F) DDC DIRECT DIGITAL CONTROL DH DUCT HEATER DP DEW POINT TEMPERATURE (°F) DX DIRECT EXPANSION E EXHAUST EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (°F) EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY ELEV ELEVATION ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE (°F) F&T FLOAT & THERMOSTATIC FA FACE AREA FC FORWARD CURVED FC FAN COIL FP FIRE PROTECTION FPM FEET PER MINUTE FT FEET GA GAUGE OR GAGE GC GENERAL CONTRACTOR GEN GENERATOR GH GRAVITY HOOD GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HUMIDIFIER HC HEATING COIL HG MERCURY HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HR HOUR HX HEAT EXCHANGER ABBREVIATIONS HTHW HIGH TEMPERATURE HOT WATER (140°F) (E) PF#EXISTING PLUMBING FIXTURE / EQUIPMENT (D) PF#DEMOLISHED PLUMBING FIXTURE / EQUIPMENT VALVES ISOLATION VALVE MANUAL BALANCING VALVE AUTOMATIC BALANCING VALVE HOSE-END DRAIN W/ CAP STRAINER SOLENOID VALVE TEMPERATURE AND/OR PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE BACKFLOW PREVENTER CHECK VALVE GAS PRESSURE REGULATOR BOILER DRAIN W/ CAP VENTURI VALVE MANUAL 3-WAY VALVE AUTOMATIC AIR VENT MANUAL AIR VENT PRESSURE / TEMPERATURE PORT TEMPERATURE SENSOR PRESSURE SENSOR PIPE WELL - EMPTY FLOW SWITCH PRESSURE SWITCH PRESSURE GAUGE, SNUBBER & NEEDLE VALVE TEMPERATURE GAUGE FLEXIBLE CONNECTOR UNION OR FLANGE BOTTOM CONNECTION, TEE FITTING DOWN CAPPED OUTLET OR BLIND FLANGE CHANGE IN ELEVATION OF PIPE ELBOW PIPE BREAK PIPE UP PIPE DOWN SIDE CONNECTION, TEE FITTING TOP CONNECTION, TEE FITTING UP CONCENTRIC REDUCER TP TRAP PRIMER LINES THERMAL/SEISMIC EXPANSION LOOP ANCHOR PIPE GUIDES INSTALLATION: A. NEW PIPING AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL PLUMBING CODE. B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS INDICATED. OBSERVE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THEIR INTENDED FUNCTION. C. DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE PURPOSE OF THESE PLANS IS TO INDICATE THE INTENDED SIZES, APPROXIMATE LOCATION AND ROUTING OF MAJOR COMPONENTS. ACTUAL CONDITIONS AND LOCATIONS SHALL BE FIELD VERIFIED AND ADJUSTED IF NECESSARY. D. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. E. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF ASSEMBLIES, WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER AND WATER TIGHT. COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR TO PATCH TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER. F. MATERIAL THAT IS IN CONTACT WITH POTABLE DOMESTIC WATER SHALL BE NSF CERTIFIED LEAD FREE. COORDINATION: A. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FIELD COORDINATE THE LOCATION OF EQUIPMENT AND ROUTING OF PIPING WITH OTHER TRADES. B. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES AND PROVIDE LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. ELECTRICAL COORDINATION: A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL INFORMATION. COORDINATE WITH OTHER TRADES TO ENSURE THAT ELECTRICAL DISCONNECTS, MOTOR STARTERS, VARIABLE FREQUENCY DRIVES, CONTROLS, AND ELECTRICAL ACCESSORIES ARE FURNISHED AND/OR INSTALLED BY THE APPROPRIATE TRADE. SITE ELEVATION: A. EQUIPMENT SHALL BE SELECTED FOR THE PROJECT ELEVATION OF 5,089’. SUSTAINABILITY CERTIFICATION: A. THIS PROJECT IS TO BE NATIONAL GREEN BUILDING STANDARD, ENERGYSTAR, AND ZERO ENERGY READY HOME CERTIFIED. REVIEW DRAWINGS AND SPECIFICATIONS TO ENSURE ALL MATERIALS MEET THESE PROGRAM REQUIREMENTS. B. COMPLY WITH SUSTAINABILITY CONSULTANT TO ARRANGE FOR TESTING AND VERIFICATION OF THE PLUMBING SYSTEMS AND CORRECT ANY INADEQUATE INSTALLATIONS. PLUMBING GENERAL NOTES PLUMBING SHEET INDEX NUMBER SHEET NAME P0.1 PLUMBING LEGEND & NOTES P0.2 PLUMBING SCHEDULES P0.3 PLUMBING DETAILS P1.0 PLUMBING UNDERSLAB PLAN P1.1 PLUMBING DWV PLAN P1.2 PLUMBING PLAN - ROOF P2.1 PLUMBING DOMESTIC PLAN edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P0.1 PLUMBING LEGEND & NOTES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P0.2 PLUMBING SCHEDULES PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 REMARKS: 1. PROVIDE ALL FIXTURES WITH APPROPRIATE COMMERCIAL GRADE SUPPORTS/CARRIERS, P-TRAPS, STOP VALVES, BRAIDED FLEXIBLE SUPPLIES, UNDER FIXTURE PIPING INSULATION AND HAMMER ARRESTORS. 2. PROVIDE AND INSTALL TRAP SEALS FOR ALL FLOOR DRAINS AND FLOOR SINKS UNLESS OTHERWISE INDICATED. 3. FIELD COORDINATE INSTALLATION LOCATION OF WATER CLOSETS, LAVATORIES, AND URINALS FOR ADA COMPLIANCY WITH ARCHITECT/ENGINEER. PLUMBING FIXTURE SCHEDULE MARK FIXTURE TRIM ROUGH-IN SIZE (IN)REMARKSDESCRIPTION ADA MANUF. MODEL MATERIAL / FINISH MOUNTING / HEIGHT DESCRIPTION MANUF. MODEL MATERIAL / FINISH WASTE VENT COLD HOT DSP-1 GARBAGE DISPOSAL - - IN-SINK-ERATOR PRO 1250 STAINLESS STEEL UNDER SINK WALL SWITCH WALL SWITCH - - - - 1-1/2" - - - - - - 1-1/4 HP DISPOSER. PROVIDE WITH INSINKERATOR OFFSET CHUTE FOR ADA INSTALLATION. EWC-1 ELECTRIC WATER COOLER - BOTTLE FILLING STATION ONLY YES ELKAY LZ8WSSSMC STAINLESS STEEL - LEAD FREE WALL / 33" ORIFICE - - - - - - - - 2" 1-1/2" 1/2" - - NO LEAD DESIGN - WALL MOUNTED - 8 GPH COOLING - FILTERED - PROVIDE TRAP AND WATER STOP. FD-1 FLOOR DRAIN WITH ADJUSTABLE HEIGHT ROUND STRAINER - - JR SMITH 2005 CAST IRON BODY / NICKEL BRONZE STRAINER FLOOR - - - - - - - - 2" 1-1/2" 1/2" - - PROVIDE COMPLETE WITH TRAP SEAL. FS-1 FLOOR SINK - 8" SQUARE - - JR SMITH 3101 CAST IRON BODY / NICKEL BRONZE STRAINER FLOOR - - - - - - - - 2" 1-1/2" 1/2" - - PROVIDE COMPLETE WITH TRAP SEAL - ABS SEDIMENT BUCKET. L-1 LAVATORY - UNDERMOUNT YES KOHLER K-21058 VITREOUS CHINA UNDERMOUNT TOUCHLESS FAUCET MOEN 8554 CHROME 2" 1-1/2"1/2" 1/2" BATTERY POWERED - PROVIDE WATER STOPS MS-1 MOP SINK - 24" X 24" - - FIAT MSB2424 MOLDED STONE FLOOR TWO-HANDLE FAUCET MOEN 8124 CHROME 3" 2" 1/2" 1/2" WITH #832-AA HOSE & HOSE BRACKET, #889-CC MOP HANGER, #E-88-AA STAINLESS STEEL BUMPER GUARD, AND #MSG2424 STAINLESS STEEL WALL GUARD. OB-1 OUTLET BOX - COLD WATER ONLY - - SIOUX CHIEF 696-G101 ABS PLASTIC WALL / 48" A.F.F. - - - - - - - - - - - - 1/2" - - WITH ARRESTER, FRAME, BRACKET, AND DEBRIS COVER - PROVIDE CONNECTION TO ASSOCIATED APPLIANCE. S-1 SINK - 31-1/2" X 18-1/2" YES ELKAY ECTRUAD301755 STAINLESS STEEL UNDERMOUNT SINGLE-HANDLE FAUCET MOEN 7882 CHROME 2" 1-1/2" 1/2" 1/2" REAR DRAIN - PROVIDE WITH QUARTER TURN STOP VALVES AND CLEANOUT DOWNSTREAM OF TRAP. PROVIDE WITH STRAINER. NO DECK PLATE ON FAUCET INSTALLATION - 1.5 GPM FAUCET. PROVIDE AIR GAP CONNECTION TO ADJACENT DISHWASHER. WC-1 WATER CLOSET - FLOOR MOUNTED - TANK YES KOHLER K-3519 VITREOUS CHINA FLOOR / RIM 17" ELONGATED TOILET SEAT KOHLER K-4670-C POLYPROPYLENE 3" 2" 1/2" - - 1.0 GALLON PER FLUSH - PROVIDE WITH WATER STOP. WH-1 WALL HYDRANT - DUAL CHECK - - WOODFORD MODEL 67 CHROME PLATED WALL / 18" A.F.F. - - - - - - - - - - - - 3/4" - - 12" LENGTH OR AS REQUIRED FOR WALL THICKNESS - DOUBLE CHECK BACKFLOW PREVENTER. REMARKS: 1. PROVIDE ALL FIXTURES WITH APPROPRIATE COMMERCIAL GRADE SUPPORTS/CARRIERS, P-TRAPS, STOP VALVES, COMMERCIAL GRADE BRAIDED STAINLESS STEEL FLEXIBLE SUPPLIES, UNDER FIXTURE PIPING INSULATION AND WATER HAMMER ARRESTORS. 2. PROVIDE AND INSTALL TRAP SEALS FOR ALL FLOOR DRAINS AND FLOOR SINKS UNLESS OTHERWISE INDICATED. 3. FIELD COORDINATE LOCATION AND NUMBER OF FAUCET MOUNTING HOLES WITH GENERAL CONTRACTOR. 4. INSTALL ALL FIXTURES AS PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. PLUMBING ACCESSORY SCHEDULE MARK DESCRIPTION MANUF. MODEL MOUNTING / MOUNTING HEIGHT MATERIAL & FINISH TRIM DRAIN VENT COLD HOT REMARKS BFP-1 REDUCED PRESSURE BACKFLOW PREVENTER WATTS SERIES LF007 PIPE STAINLESS STEEL - - - - - - 1" - - PIPE AIR GAP TO FLOOR SINK. CO RAISED HEAD CLEANOUT PLUG ANY ANY PIPE PVC OR CAST IRON (MATCH PIPE)- - LINE SIZE - - - - - - THREADED RAISED HEAD CLEANOUT PLUG ECO EXTERIOR CLEAN OUT JR SMITH 4261L FINISHED GRADE CAST IRON BODY / HEAVY DUTY COVER SPEEDI-SET NO-HUB FITTING LINE SIZE - - - - - - FINISH AT GRADE WCO WALL CLEAN OUT JR SMITH 4432 WALL / 18" AFF STEEL WITH CHROME COVER LINE SIZE - - - - - - CAST IRON CAULK FERRULE WITH CAST IRON LEAD SEAL PLUG REMARKS: 1. TABLE IS BASED ON CHAPTER 6 AND APPENDIX E OF THE 2015 INTERNATIONAL PLUMBING CODE COLD WATER DESIGN CRITERIA: MAXIMUM DEVELOPED PIPE LENGTH = 70 FEET EQUIVALENT FLOW RATE = 12 GPM INLET PRESSURE = 50 PSI FIXTURE UNIT SCHEDULE MARK DESCRIPTION DFU CWFU HWFU COUNT DFU WSFU COLD HOT DSP-1 GARBAGE DISPOSAL 0 0 0 1 0 0 0 EWC-1 ELECTRIC WATER COOLER 1 0.25 0 1 1 0.25 0 FD-1 EMERGENCY FLOOR DRAIN 0 0 0 2 0 0 0 FS-1 FLOOR SINK 0 0 0 1 0 0 0 L-1 LAVATORY 1 1.5 1.5 2 2 3 3 MS-1 MOP SINK 3 2.25 2.25 1 3 2.25 2.25 OB-1 OUTLET BOX 0 0.5 0 1 0 0.5 0 S-1 SINK 2 3 3 1 2 3 3 WC-1 TANK WATER CLOSET 4 5 0 2 8 10 0 WH-1 WALL HYDRANT 0 1 0 2 0 2 0 TOTALS 16 21 8.25 REMARKS: 1. ALL PIPING WITHIN 18" OF WATER HEATER SHALL BE COPPER. 2. PROVIDE ASME TEMPERATURE AND PRESSURE RELIEF VALVES. PIPE TO NEAREST FLOOR RECEPTOR. 3. PROVIDE TEMPERATURE AND PRESSURE GAUGE. 4. PROVIDE SEISMIC BRACING PER SPECIFICATIONS. 5. HAND HOLE CLEAN-OUT. 6. PROVIDE SHEET METAL PAN WITH 3/4" SCHEDULE 40 PVC DRAIN TO NEAREST FLOOR RECEPTOR. 7. FIVE YEAR LIMITED TANK WARRANTY. 8. ZERO INCH CLEARANCE. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. DOMESTIC WATER HEATER SCHEDULE (HEAT PUMP) MARK MANUF. MODEL TYPE STORAGE VOLUME (GAL) STORAGE TEMP. (°F) COMPRESSOR WATTAGE UPPER ELEMENT WATTAGE LOWER ELEMENT WATTAGE UEF FIRST HOUR RATING (GAL) RECOVERY AT 90°F (GAL/HR) UNIT PHYSICAL DATA HEIGHT (IN) DIAMETER (IN) WEIGHT (LBS) DWH-1 BRADFORD WHITE RE2H50S10 NON-SIMULTANEOUS 45 120° 500 4,000 4,000 3.44 65 24 59-3/16" 21-3/4" 195 REMARKS: 1. PROVIDE ANTIMICROBIAL LINER. 2. PROVIDE SEISMIC BRACING PER SPECIFICATIONS. PLUMBING EXPANSION TANK SCHEDULE MARK MANUF. MODEL ASSOCIATED EQUIPMENT STYLE VOLUME (GAL)MAX. ACCEPTANCE VOLUME (GAL) MAXIMUM WORKING PRESSURE (PSI) PHYSICAL DATA DIAMETER (IN) HEIGHT (IN) WEIGHT (LBS) PET-1 AMTROL ST-5-C DWH-1 DIAPHRAGM 2.0 0.45 150 8" 13" 25 ACCESSORIES: 1. PROVIDE GRUNDFOS DIGITAL TIMER AND AQUASTAT. REMARKS: 1. PROVIDE ALL NECESSARY VALVING AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. CONTROLS: 1. PUMP TO ONLY OPERATE DURING OCCUPIED HOURS (ADJUSTABLE WITH TIMER). 2. PUMP TO ACTIVATE AT A RECIRCULATION TEMPERATURE LESS THAN 105°F AND DEACTIVATE AT A RECIRCULATION TEMPERATURE OF 120°F (ADJUSTABLE WITH AQUASTAT). ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. PLUMBING PUMP SCHEDULE MARK MANUF. MODEL MATERIAL DESCRIPTION FLOW (GPM) HEAD (FT) TEMPERATURE (°F) PP-1 GRUNDFOS UPS 15-29 SU/LC STAINLESS STEEL DHW CIRCULATOR W/ DIGITAL TIMER AND AQUASTAT 2.0 9.0 120°1. INTEGRAL DISCONNECTS AND OVERLOADS 2. INTEGRAL OVERLOADS 3. SINGLE POINT CONNECTION 4. PROVIDE RECEPTACLE 5. INDOOR UNIT POWERED BY OUTDOOR UNIT 6. DUCT SMOKE DETECTOR REQUIRED - FURNISHED AND WIRED BY DIV 26, INSTALLED BY DIV 23. NOTES: CONT INT KH LS MS OS T TC UC N/A CONTINUOUS OPERATION INTEGRAL INTERLOCK WITH KITCHEN HOOD LOW-VOLTAGE MANUAL SWITCH MANUAL SWITCH OCCUPANCY SENSOR THERMOSTAT TIME CLOCK UNIT CONTROLLER NOT APPLICABLE 22/22 22/26 23/23 23/26 26/26 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 22 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 23 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 26, WIRED BY DIV. 26 CONTROL TYPE:DIVISION OF RESPONSIBILITIES: MEP COORDINATION SCHEDULE MARK DESCRIPTION ELECTRICAL DATA CONTROL NOTESLOAD MOCP VOLT-PHASE TYPE DIV DSP-1 GARBAGE DISPOSAL 1.25 HP - 120-1 MS 26/26 4 DWH-1 DOMESTIC WATER HEATER 4500 W - 240-1 UC 22/22 EF-1 EXHAUST FAN 0.25 A - 120-1 CONT 26/26 EH-1 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-2 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-3 ELECTRIC HEATER 500 W - 120-1 INT 23/23 EH-4 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 EH-5 ELECTRIC UNIT HEATER 3.3 KW - 208-1 INT 23/23 ERV-1 ENERGY RECOVERY VENTILATOR 15 MCA 15 A 120-1 TC 23/23 EWC-1 ELECTRIC WATER COOLER 5 FLA - 120-1 UC 22/22 FC-1 FAN COIL 140.6 MCA 150 A 208-1 T 23/23 3,6 HP-1 HEAT PUMP 36.9 MCA 50 A 208-1 UC 23/23 PP-1 RECIRCULATION PUMP 44 W - - 120-1 TC 22/22 VENT - IN UNCONDITIONED ATTIC V SCHEDULE 40 PVC 1" YES VENT V SCHEDULE 40 PVC NONE - - SANITARY SEWER SAN SCHEDULE 40 PVC NONE - - CONDENSATE - GRAVITY CND SCHEDULE 40 PVC NONE - - DOMESTIC HOT WATER - EXPODED TO VIEW DHW/DHWR 'L' COPPER 1/2" NO DOMESTIC HOT WATER - CONCEALED DHW/DHWR PEX-A 1/2" NO DOMESTIC HOT WATER - BELOW GRADE DHW/DHWR PREINSULATED PEX-A 1" HDPE JACKET DOMESTIC COLD WATER - EXPOSED TO VIEW DCW 'L' COPPER 1/2" YES DOMESTIC COLD WATER - CONCEALED DCW PEX-A NONE - - DOMESTIC COLD WATER - BELOW GRADE DCW PEX-A NONE - - SYSTEM ABBREV PIPE MATERIAL INSULATION VAPOR BARRIER NOTE: 1. INSULATION THICKNESS IS BASED ON A CONDUCTIVITY NOT EXCEEDING 0.27 BTU • INCH / (HR • FT² • °F) 2. PIPE INSULATION TO BE GLASS FIBER OR FLEXIBLE ELASTOMERIC AT THE CONTRACTOR'S DISCRETION. 3. PROVIDE ALL-SERVICE JACKET ON INSULATED PIPE. 4. PLASTIC PIPE SHALL NOT BE INSTALL WITHIN THE FIRST 18" OF A WATER HEATER. 5. COPPER PIPE FITTINGS TO BE SWEAT OR PRESS SEAL. 6. PEX PIPE FITTINGS TO BE COLD EXPANSION WITH REINFORCING RINGS. 7. PVC PIPE FITTINGS TO UTILIZE SOLVENT JOINTS. PLUMBING PIPE SCHEDULE 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON INTERIOR FLOOR CLEANOUTEXTERIOR CLEANOUT (LIGHT TRAFFIC AREA) FINISHED FLOOR PIPE EXTENSION SAME SIZE AS SEWER UP TO 4" DIA. 6" THICK BY 18" SQUARE CONCRETE PAD "CO" TO BE CAST IN COVER GRADE OR PAVING CAST IRON CLEANOUT WITH COVER FOR DUTY REQUIRED LONG SWEEP 1/4 BEND OR COMBINATION WYE & 1/8 BEND. (USE REDUCING TYPE WHERE REQUIRED) BUILDING DRAIN OR SEWER MATERIAL AND SIZE AS SPECIFIED SE E P L A N S PREFABRICATED FLASHING BOOT WITH MEMBRANE COLLAR STAINLESS STEEL CLAMP -TRIM EXCESS TRANSITION TO MINIMUM 3"ø VTR LOCATE TRANSITION MINIMUM 12" BELOW ROOF DECK HOLE THROUGH ROOF DECK APPLY WEATHER SEALANT AT INTERFACE FASTEN FLASHING BOOT TO ROOF ATTIC TRUSS -12" MIN NOTES: 1. ALL PIPING WITHIN 18" OF WATER HEATER TO BE COPPER TYPE 'L'. 2. PROVIDE WATER HEATER DRAIN PAN AND SCH. 40 PVC DRAIN PIPE TO NEAREST FLOOR SINK. 3/4" DHWR UNION -TYP STRAP-ON THERMOSTAT TO CONTROL PUMP RECIRC. PUMP (PP-1) 1" DCW EXPANSION TANK (PET-1) CHECK VALVE -TYP THERMOMETER -TYP DRAIN VALVE ASME T&P RELIEF VALVE - ROUTE TYPE 'L' FULL SIZE TO DRAIN RECEPTOR DRAIN PAN (SEE NOTE 2) 1" DHW 1" D C W HOUSEKEEPING PAD ISOLATION VALVE -TYP T T DWH-1 P 1" ø D C W W P 1" REDUCED PRESSURE BACKFLOW PREVENTOR (BFP-1) ISOLATION VALVE -TYP PIPE AIR GAP TO FLOOR SINK PRESSURE GAUGE -TYP WATER METER (BY UTILITY) STRAINER TO FIXTURES SEE UNDERSLAB PLAN TRANSITION TO INDOOR PIPE MATERIAL 1-0" AFF REFER TO ARCHITECTURAL DRAWINGS FOR PENETRATION SEALING DETAILS. DH W DC W -BRANCH LINE, <6" ROUTE DHW DOWN WALL ROUTE DHW/DHWR UP WALL AFTER FIXTURE -SEE PLANS DCW ROUTED DIRECTLY TO WATER STOP DH W OR DH W R VENT UP TO CEILING SPACE SANITARY DOWN BELOW GRADE SINK / LAVATORY FROM BUILDING TO SEWER MAIN FINISH GRADE RISER PIPE 45 DEGREE ELBOW -TYP CLEAN OUT TO GRADE -SEE CIVIL SITE PLAN TWO-WAY CLEANOUT FITTING SEE SITE CIVIL PLANS FOR INVERT ELEVATION SEE SITE UNDERSLAB PLUMBING PLAN FOR INVERT ELEVATION ≥1' - 0 " MAINTAIN AT LEAST 12" OF SEPERATION BETWEEN BOTTOM OF FOOTING AND TOP OF PIPE STEM WALL -TYP FOOTING -TYP DRAINAGE PIPE BELOW FOOTING DRAINAGE PIPE ABOVE FOOTING SLAB -TYP CAST DRAINAGE PIPE INTO STEM WALL -COORDINATE INSTALLATION WITH GC AND STRUCTURAL DRAWINGS ROUTE PIPE DIRECTLY AWAY FROM STEM WALL, BELOW SLAB AND ABOVE DROPPED FOOTING 3" 27 " M I N 9" M I N 8" MIN KNEE CLEARANCE 6" MAX TOE CLEARANCE DISPOSER -VERIFY DIMENSIONS DO NOT EXCEED 8-1/4"Ø x 12-1/4"H ADA SINK WITH REAR OFFSET DRAIN VERIFY SINK DIMENSIONS PRIOR TO ORDERING -TYP 34 " M A X 17" MIN 17" 5" 5" edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P0.3 PLUMBING DETAILS PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 N.T.S.2 SEWER LINE CLEANOUT DETAIL N.T.S.4 VENT THRU ROOF DETAIL N.T.S.1 WATER HEATER SCHEMATIC N.T.S.6 WATER SERVICE ENTRANCE N.T.S.5 DHW BRANCH PIPE LENGTH 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON N.T.S.3 BUILDING SEWER SERVICE DETAIL N.T.S.7 FOOTING PENETRATION DETAIL N.T.S.8 ADA SINK WITH DISPOSER DETAIL 1 2 3 4 5 A B C D E F G H I I.E. = -2'-6" FD-1 WC-1 L-1 FD-1 WC-1 L-1 EWC-1 MS-1 FS-1 S-1 1" DCW 1" DCW UP 2" SAN 2" SAN 3/4" DCW UP 3/4" DHW UP 3/4" DHWR UP 3/4" DCW UP 3/4" DHW UP 3/4" DHWR UP 2 1 1 2.50' 14.75' 2" SAN 3" SAN 3/4" DCW UP WH-13/4" DCW UP 3 F.F.E. = 0'-0" 3" SAN edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P1.0 PLUMBING UNDERSLAB PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" PLUMBING UNDERSLAB PLAN -FIRST LEVEL1 KEY NOTES:# 1. REFER TO SITE CIVIL FOR CONTINUATION. 2. UNDERFLOOR DOMESTIC LINES FROM MECH ROOM TO RESTROOM TO BE CONTINUOUS PREINSULATED PEX PIPING WITH NO FITTINGS. 3. UNDERFLOOR DOMESTIC LINE FROM MECH ROOM TO WH-1 TO BE CONTINUOUS PEX PIPING WITH NO FITTINGS. A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 1 2 3 4 5 A B C D E F G H I 1 1/2" V DN 2" V DN S-1 CO FCO MS-1 WC-1 L-1 EWC-1 L-1 WC-1 3" VTR 1 1/2" V 1 1/2" V 2" V 2" V2P1.11 1/2" V DN 1 1/2" V DN 2" V DN PACKAGE ROOM 10 RESTROOM 8 RESTROOM 9 HALL 7 FITNESS CENTER 5 LOBBY 3 COMMUNITY CENTER 4 STORAGE/MECH 2 OFFICE/WORK ROOM 1 ECO DSP-1 2" V UP 2" V DN WC-1 FD-1 FD-1 WC-1 L-1 L-1 EWC-1 S-1 CO 1 1/2" V 1 1/2" V 2" V 2" V 3" VTR 2 " S A N 2 " S A N 2" SA N 3" SAN edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P1.1 PLUMBING DWV PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" PLUMBING DWV PLAN -FIRST LEVEL1 KEY NOTES:# 1. NOT USED...A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES N.T.S.2 3D DWV RESTROOM VIEW 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 3: 1 2 3 : 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 DS DS DS DS DS DSDS DS 1 2 3 4 5 A B C D E F G H I 3" VTR 3" VTR edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P1.2 PLUMBING PLAN - ROOF PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 KEY NOTES:# 1. NOT USED...A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES Community Building SCALE: 1/4" = 1'-0" PLUMBING PLAN -ROOF1 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 1 2 3 4 5 A B C D E F G H I DWH-1 MS-1 PET-11 1 PP-1 WC-1WC-1 L-1 L-1 EWC-1 S-1 6 P0.3 1 P0.3 1" DCW DN 3/4" DCW DN 3/4" DHW DN 3/4" DHWR DN 3/4" DCW DN 3/4" DHW DN 3/4" DHWR DN 1" DCW 1" DHW 1/2" DCW PACKAGE ROOM 10 RESTROOM 8 RESTROOM 9 HALL 7 FITNESS CENTER 5 LOBBY 3 COMMUNITY CENTER 4 STORAGE/MECH 2 OFFICE/WORK ROOM 1 OB-1 3/4" DCW WH-1 WH-1 3/4" DCW DN BFP-1 edinc Job #: MMI Job #: 24.108 A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design inc 17 2 T i m b e r f w o l f P k w y Ka l i s p e l l , M T 5 9 9 0 1 (4 0 6 ) 7 5 2 - 2 2 1 6 PERMIT AND BID SET: 02/11/2025 PAGE TURN: 01/03/2025 DD SET: 12/06/2024 P2.1 PLUMBING DOMESTIC PLAN PA R A C H U T E , C O AS T E R P L A C E - C O M M U N I T Y 5048.029-18 Community Building SCALE: 1/4" = 1'-0" PLUMBING DOMESTIC PLAN -FIRST LEVEL1 KEY NOTES:# 1. PIPE(S) TO SERVE BACK-TO-BACK FIXTURES.A. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, AND OTHER DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. B. PROVIDE TRAP SEALS FOR FLOOR DRAINS, FLOOR SINKS, AND OTHER FLOOR RECEPTORS. C. INSTALL ACCESSIBLE PLUMBING FIXTURES IN COMPLIANCE WITH ADA REQUIREMENTS. INSULATE EXPOSED PIPING BELOW ADA ACCESSIBLE FIXTURES. D. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT COVERS FLUSH AND LEVEL WITH FINISHED FLOOR. E. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. F. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. G. PIPING WALL PENETRATIONS SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. H. NO FITTINGS OR PIPING CONNECTIONS SHALL BE INSTALLED UNDERSLAB. I. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. J. COORDINATE CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE CONCRETE CAN BE CUT. K. EXPOSED PIPING SHALL BE PAINTED PER ARCHITECTURAL OR PROVIDED WITH A PVC COATED JACKET IN THE COLOR OF THE ARCHITECT'S CHOOSING. CONTRACTOR TO CLEAN AND DRY PIPING PRIOR TO PAINTING. L. SANITARY SEWER, RAINWATER, AND OTHER DRAIN PIPING SHALL BE INSTALLED AT A MINIMUM 1/4" PER FOOT (2%) SLOPE IN DIRECTION OF FLOW. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLUMBING PLAN NOTES 0057018 LANOISS E F P O R E E E N NIG R O O ORA C C S N E EL LI D D R Y NA THO M SON 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E0.0C ABBREVIATIONSGENERAL NOTES ELECTRICAL LEGEND A F A B C D SDHD B E C D MOUNTING HEIGHTS DETAIL F E 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E0.1 “” ELECTRICAL SPECIFICATIONS - ALL SPECIFICATIONS INCLUDED IN ELECTRICAL SHEETS 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E1.0 1.2 1.1 1.0 1.1 1.1 1.3 1.5 1.3 1.2 0.7 1.1 0.9 1.1 1.1 1.4 1.3 2.3 3.1 1.1 3.5 4.2 2.5 1.1 2.1 3.5 4.3 2.5 0.9 3.9 0.7 2.9 0.5 1.9 0.5 1.1 0.7 0.6 1.4 0.7 2.3 1.4 3.2 2.2 4.0 3.3 1.3 4.0 4.1 3.9 4.2 2.8 2.9 4.1 2.1 3.1 1.4 2.1 1.1 1.3 1.7 0.7 2.6 0.7 3.5 1.2 1.0 4.1 2.0 1.3 4.1 3.0 3.7 4.0 2.8 4.2 2.7 1.8 4.2 0.1 0.3 1.0 3.4 0.6 2.3 0.7 1.4 1.4 0.6 2.2 0.3 3.2 0.2 4.0 0.2 1.5 4.1 0.3 2.9 2.3 2.2 4.0 0.8 3.5 2.7 2.2 3.0 2.0 3.7 3.7 2.0 0.7 0.9 1.0 2.7 2.1 2.2 4.2 1.5 1.5 2.4 2.9 0.1 1.2 4.9 1.4 3.0 5.0 0.6 2.0 1.5 3.7 5.0 0.4 0.6 0.8 1.6 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 6.2 1.2 1.1 0.9 0.7 0.7 1.6 1.6 1.3 1.2 1.0 1.0 1.7 1.8 1.5 1.3 1.1 1.0 1.1 1.6 1.4 1.4 1.3 1.1 0.8 0.7 0.9 1.7 1.2 1.1 0.9 0.7 0.5 0.6 0.9 1.7 0.8 0.7 0.5 0.4 0.4 0.4 0.8 1.6 0.6 0.5 0.4 0.3 0.3 0.4 0.7 1.4 2.0 0.5 0.5 0.4 0.3 0.3 0.3 0.4 0.6 1.0 1.3 0.8 0.7 0.5 0.3 0.2 0.3 0.4 0.6 0.8 0.9 1.4 1.0 0.6 0.3 0.2 0.3 0.4 0.6 0.9 1.0 2.2 1.4 0.7 0.3 0.2 0.2 0.4 0.6 1.1 1.6 2.9 1.6 0.7 0.3 0.2 0.2 0.3 0.7 1.4 2.3 1.7 0.7 0.3 0.2 0.2 0.3 0.7 1.6 2.9 2.9 1.6 0.7 0.4 0.2 0.2 0.3 0.7 1.7 2.2 1.5 0.7 0.4 0.3 0.2 0.3 0.7 1.5 2.8 1.7 1.3 0.8 0.4 0.3 0.3 0.4 0.7 1.3 2.0 1.4 1.3 0.8 0.4 0.3 0.3 0.4 0.6 1.0 1.3 1.7 1.3 0.8 0.4 0.3 0.3 0.4 0.6 0.8 0.9 2.4 1.5 0.7 0.4 0.3 0.3 0.4 0.6 0.9 1.0 3.0 1.6 0.7 0.3 0.2 0.2 0.3 0.6 1.1 1.6 1.7 0.7 0.3 0.2 0.2 0.3 0.7 1.4 2.3 2.8 1.5 0.7 0.3 0.2 0.2 0.3 0.7 1.5 2.9 2.0 1.3 0.7 0.3 0.2 0.2 0.3 0.7 1.6 1.3 1.0 0.6 0.3 0.2 0.2 0.3 0.7 1.5 2.8 0.9 0.8 0.6 0.4 0.2 0.2 0.3 0.6 1.3 2.0 1.0 0.9 0.6 0.4 0.2 0.2 0.3 0.5 0.9 1.2 1.6 1.1 0.6 0.3 0.2 0.2 0.2 0.4 0.5 0.6 2.3 1.4 0.7 0.3 0.2 0.2 0.2 0.2 0.3 0.3 2.9 1.6 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 1.7 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.2 2.9 1.6 0.7 0.4 0.2 0.2 0.1 0.1 0.3 0.5 2.1 1.4 0.8 0.4 0.3 0.2 0.2 0.3 1.4 1.2 0.9 0.6 0.4 0.3 0.3 0.5 0.8 1.0 1.0 0.9 0.7 0.6 0.5 0.6 1.2 1.2 1.1 1.0 0.8 0.7 1.1 1.3 1.4 1.3 1.3 1.0 1.1 1.4 1.7 1.8 1.5 1.2 1.2 1.2 1.6 1.5 1.2 1.1 1.2 1.0 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 3.1 3.1 3.1 3.1 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 STORAGE/MECH MOP SINK OFFICE/WORK ROOM LOBBY COMP STATIONS/ HOMEWORK COMMUNITY CENTER RESTROOM RESTROOM FITNESS CENTER HALL PACKAGE ROOM BY OWNER 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E2.5C 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc DD SET: 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 11/04/2024 Pr o j e c t : 20 8 . 2 8 8 . 2 1 8 1 24 E N C 0 1 PAGE TURN:01/03/2025 PERMIT AND BID SET:02/11/2025 E3.0C