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LIST OF SHEETS ARCHITECTURAL ^� AO.0 COVER SHEET, LIST OF SHEETS, PROJECT DATA A1.0 SITE PLAN A1.1 AVERAGE NATURAL GRADE DIAGRAM A1.2 EGRESS PLAN / GUARDRAIL LOCATIONS A2.0 LOWER LEVEL FLOOR PLAN / DOOR / WINDOW SCHEDULE A2.1 MAIN LEVEL FLOOR PLAN A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS / DETAILS A5.0 BUILDING SECTIONS / WALL SECTIONS A6.0 BUILDING DETAILS A6.1 NOT USED A6.2 GATE DETAILS A7.0 STAIR #1 PLANS / DETAILS A7.1 STAIR #2 PLANS / DETAILS CIVIL C1 EXISTING SITE AND DEMOLITION PLAN C2 SITE PLAN C3 GIFT SHOP PATH - PLAN AND PROFILE C4 DRIVEWAY - PLAN AND PROFILE C5 NATURE TRAIL - PLAN AND PROFILE C6 COASTER BUILDING - SITE PLAN C7 WALL DETAILS C8 DETAILS STRUCTURAL S1.0 GENERAL NOTES AND FOUNDATION DETAILS S1.1 FOUDATION DETAILS S1.2 FOUNDATION DETAILS S2.0 FOUNDATION PLAN S2.1 FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 ROOF DETAILS MECHANICAL, ELECTRICAL, PLUMBING (MEP) MO-1 MECHANICAL COVER SHEET M1-1 MECHANICAL BASEMENT FLOOR PLAN M1-2 MECHANICAL FLOOR PLAN M2-1 MECHANICAL SCHEDULES - DETAILS #1 M2-2 MECHANICAL DETAILS #2 M3-1 MECHANICAL VRF SCHEMATIC PO-1 PLUMBING COVER SHEET P1-1 PLUMBING BASEMENT FLOOR PLAN P1-2 PLUMBING FLOOR PLAN P2-1 PLUMBING SCHEDULES - DETAILS EO-1 LIGHTING - ELECTRICAL COVER SHEET E1-1 LIGHTING BASEMENT FLOOR PLAN - DETAILS - LUMINARE SCHEDULE E1-2 LIGHTING FLOOR PLAN E2-1 ELECTRICAL BASEMENT FLOOR PLAN E 2-2 ELECTRICAL FLOOR PLAN E2-3 ELECTRICAL PANEL SCHEDULE - ONE LINE APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS G:APFIEIYD COUNTY B IND N D1::3=.� H-WENT DATE " BY FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of PROJECT DATA OWNER: GLENWOOD TRAMWAY LLC. (970) 945-4228 ARCHITECT: TRIUMPH CUSTOM HOMES (303-475-4413) STRUCTURAL ENGINEERING: IMEG CRAIG CARROLL 303-623-4927 THE GLENWOOD CAVERNS + ADVENTURE PARK Condition of Permit: CONTACT LOCAL FIRE DISTRICT FOR REVIEW AND APPLICABLE LF.C. REQUIREMENTS. FIRE DISTRICT TO PROVIDE SIGN -OFF AT FRAME INSPECTION, AND FINAL REPORT IS REQUIRED PRIOR TO FINAL BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY. DEFIANCE COASTER LAUNCH BUILDING CAVERNS P.U.D. Automatic Fire Sprinkler System: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THIS BUILDING PER I.B.C., SECTION 903.2.8 AND I.F.C., SECTION 903.2, TABLE A. CONTACT LOCAL FIRE DISTRICT FOR DESIGN CRITERIA, INSTALLATION REQUIREMENTS & INSPECTIONS. FIRE DISTRICT FINAL APPROVAL LETTER AND SIGN -OFF REQUIRED AT FRAME INSPECTION AND PRIOR TO FINAL BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY. GLENWOOD SPRINGS GARFIELD COUNTY, COLORADO MEP ENGINEERING: BIGHORN ENGINEERING (970) 241-8709 CONTRACTOR: CUC, CONSTRUCTION, INC TOM DOOGAN (970) 230-3476 SITE: PARCEL #: 2185-0440-0005 (48.517 ACRES) MAILING ADDRESS: 51000 TWO RIVERS PLAZA ROAD GLENWOOD SPRINGS, CO 81601 PHYSICAL ADDRESS: NOT AVAILABLE LEGAL: SECTION 4 TOWNSHIP: 6 RANGE:89 TOP OF TRAM, A TR OF LAND IN LOT 5&7. EXCEPT A TR OF LAND CONT. 0.14 AC +/- AS DESC IN BK 1107 PG874. ZONING: GARFIELD COUNTY "CAVERNS SPECIAL USE PERMIT'" BLDG. HT: 38'-0" (SEE SHEET A4.0) THE DISTANCE FROM NATURAL OR FINISHED GRADE, TO THE MID -POINT OF THE EAVE AND RIDGE. DESCRIPTION WILDFIRE MITIGATION DEFIANCE COASTER BUILDING WILL BE HEATED WITH A GAS UNITS SEWAGE WILL BE TREATED WITH THE EXISTING SYSTEM i ND GRAY WATER WILL BE SENT TO THE CITY OF GLENWOOD ANITATIONN DEPARTMENT, COMPLY WIT11 VVILDrIRE MITIGATION & DE FNSIELE SPACE REQUIREMENTS AS INF,R "FIRE -WISE CONSTRUCTION - SITE DESIGN & BUILDING MA.TLiZIALS" PUBLIS UED BY AND AVAILABLE FROM COLORADO ST,r 'E FOREST SERVICE. Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. 6 NOTES: 1. BUILDING CODES: 201 IBC IBC / IFC / IFGC 1 IMC / IPC 2009 IECC ALL WORK SHALL COMPLY WITH THE CURRENT CODES OF GARFIELD COUNTY, THE STATE OF COLORADO, THE CURRENT NEC AND ALL LOCAL CODES HAVING I BUILDING TO BE FITTED WITH DRY SPRINKLER SYSTEM AND ALARMED. 2. PROPOSED BUILDING TYPE: TYPE V-B (SPRINKLED BUILDING) (SEE CHAPTER 6 FOR SPECIFIC 1&2 HOUR TYPE V REQUIREMENTS) - PHOTO SHOP = B (ALLOWED BY CODE = 36,000 SF) (PROPOSED 200 SF 1100 OCCUPANT FACTOR = 2 LOAD) - RIDE OPERATOR BOOTH = B (ALLOWED BY CODE = 36,000 SF) (PROPOSED 60 SF / 100 OCCUPANT FACTOR = 1 LOAD) - MAINTENANCE SHOP (UPPER AND LOWER) = F-1 (ALLOWED BY CODE 34,0 )1 (775 SF / 100 OCCUPANT FACTOR = 8 LOAD: 550 SF / 100 OCCUPNAT FACT R = - QUEUING AREA = A-5 (ALLOWED BY CODE "UL") (PROPOSED 635 SF / 5 OCCUPANT FACTOR = 127 LOAD) 3. PROPOSED ENERGY COMPLIANCE` WINDOW AND DOORS, U-0.35 OR LESS. MINIMUM R-VALUES, CEILINGS AND ROOFS, R-38 WALLS, R-20 FLOORS, R-19 BASEMENT WALLS, R-10 / R-13 SLAB PERIMETER AND DEPTH, R10/24-IN CRAWL SPACE, R-10/13 4. AREA CALCULATIONS: SEE SHT. A2 MAIN LEVEL, 1,025 SF LOWER LEVEL, 775 SF TOTAL 1,800 SF W W Q ✓ F� f`�1 2 -- �, . .. 9 Q W � � O Q o � � o w o LO E- I~ C�2 C\2 o �� Q V) Q w O SHUMS CODA N Cn L , ASSOCIATES N Reviewed � d f Code Compl: m These drawings were reviewod CAo � d by Sh€arns Coda Associates in accordance wit C.3 � d Sections 105.4 & 107.3 of the o N International Building Cede a 3 CM i 01 /19/2022 E m = T C o cz w w w w w o x � U a Q � A00 1 1 STAB i2 � St t PLANTER E NEW PAVED PATH SFRe'�s��yo'° RE:CIVIL qq'G Co pGA PLANS0 i 0 \ V�QCCUPANT LOAD 'LESS THAN 50. .: DOOR CAN, SWING IN €.:,. AND NO PANIC HAROWARE REQUIRED 1010.1.2.1 P, <EEE- lN E< tt ` - u E E'E 'Ej E£ _ I Lo O 9) Id U 4- 4-4b ��r- ' y O > r- I� > EIV -� � w CD 10 71 w rn H � � o � o o w o � L w E- H a (w�C�2 . lyl � lyl � C\2 H � N �D m �D f:4 m SHUMS CODA ASSOCIATES, Compliance 4U 1� a reviewed � w C\2 in accordance with J7.3 of the CQ ing Cade I p, o 0 4j U � N O � U CASTER LAUNCH HOUSE � I N Egress Doors & Exits: • EGRESS REQUIREMENTSAS PER 2015 I.B.C., CHAPTER 10. • LOCKS, LATCHES & LANDINGS AT DOORS PER SECTION 1010. • EGRESS DOORS TO COMPLY WITH ICC/ANSI A117.1- 2009 FOR ACCESSIBILITY. • VERIFY DIRECTIONAL EXIT SIGNS AND EMERGENCY LIGHTING LOCATIONS PRIOR TO ELECTRICAL ROUGH -IN INSPECTION. VEW PAVED PATH r: r-o oa�rn Cd � � as > _ f� Cd Q a Co � N � Q � � W I ---I � a a o a a � a L w .OAD N 50, v JG IN ANIC ��Z DARE W�a IRED .2.1 `!- p) L� L1.10� W U' IJ� ;DRAIL 3/A4.0 = �� SHUMS CODA ASSOCIATES Reviewed for Code Compliance These drawings were reviewed by Shunis Coda Associates In accordance with Sectors- 1054 & 107.E of the International Building Code 1 /1 /2 22 COASTER LAUNCH HOUSE EGRESS / GUARDRAIL PLAN N.T.S. x a E- N CD C\2 Ul a) Cd I2l w W GENERAL NOTES: 1, RE CIVIL PLANS FOR MAIN ELEVATIONS 2. ALL WINDOWS / DOOR DIMENSIONS ARE TO CENTER OF WINDOW/DOOR U.N.O. COORDINATE ROUGH OPENING DIMENSIONS WITH ASSOCIATED DOOR & WINDOW DETAILS PRIOR TO CONSTRUCTION. 3. DOOR FRAMES TO BE LOCATED MIN 3" FROM CORNER OF INTERSECTING WALLS, U.N.O. 4. WHERE PLYWOOD IS ADDED FOR SHEAR ON PARTIAL WALL, REMAINDER OF WALL SHALL HAVE SIMILAR SHEATHING TO PROVIDE FLUSH WALL SURFACE, RE-STRUCT FOR SHEAR WALL LOCATIONS. 5. REFER TO STRUCTURAL PLANS FOR SLAB ELEVATIONS, DEPRESSIONS, SLOPES, DRAINS AND ADDITIONAL CONCRETE SLAB INFO. 5. SOFFIT FOR HVAC DUCT: MINIMIZE SIZE, KEEP HIGH AND TIGHT AS POSSIBLE 7. ENSURE THAT ALL DOORS TO HAVE DOOR STOPS 8. PROVIDE CASING ON ALL DOOR OPENINGS 2" X 4" WITH EASED EDGE 9. PROVIDE BASE BOARD, 2" X 4" WITH EASED EDGE 10. VERIFY MOUNTING HEIGHTS AND KNEE CLEARANCES WITH ALL APPLICABLE CODES 11. COMPLY WITH LATEST ADA ACCESSIBILITY STANDARDS AND GUIDELINES, INCLUDING GRAB BAR LOCATIONS, MOUNTING HEIGHTS, CLEARANCES, ETC. 12. PROVIDE BLOCKING FOR SHELVING AND ACCESSORIES 13. PROVIDE GFI RECEPTACLES AT REQUIRED LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE CODES. DO NOT USE GFI CIRCUIT BREAKER IN LIEU OF GFI RECEPTANCE. 14. COORDINATE COVER PLATES / PLUGS IN ADVANCE WITH FINISH WALL COLOR. 15. ELECTRICAL OUTLETS SHALL BE MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. SEE ELECTRICAL PLANS. DOOR SCHEDULE: DOOR TYPE FRAME TYPE HARDWARE GROUP FRAME TYPES: DOOR TYPES: {. 4 b E VERIFY DOOR DESIGNS GATE TO MATCH WTIH OWNER / DESIGNER RAILINGS, POWDER IN ADVANCE COAT BLACK HARDWARE GROUPS: A. EXTERIOR WOOD DOOR FRAME GROUP 91 - ENTRY, KEYED LOCK SET B. INTERIOR WOOD DOOR FRAME GROUP 92 - PRIVACY OVER HEAD MOTOR MAINTENANCE DOORS MAINTENANCE DOORS TO THE NORTH TO THE SOUTH ROLL UP DOOR PAINT BRONZE L �H ) WINDOW SCHEDULE DEFIANCE LAUNCH BUILDING: MARK SIZE OPERABLE NOTE MARK 4'-0" x 4'-0" SLIDER HEAD AT 7'-0" 0 4%0" x 4'-6" SLIDER HEAD AT 7%0", ADA 5'-0" x 4'-6" CASEMENT HEAD AT 4%6", TEMPERED D T-6" x 3'-6" FIXED HEAD AT 7%0", TEMPERED 4 7'-6" x X-6" FIXED HEAD AT 7'-0" TEMPERED x 3'-6" CASEMENT HEAD AT 7'-0", 0 TEMPERED GLAZING NOTES: 1. ALL WINDOWS SHALL BE COMMERCIAL GRADE ALUMINUM CLAD EXTERIOR! WHITE VINYL WERTERIOR BY SIERRA PACIFIC WINDOW AND DOOR CO., OR APPROVED EQUAL. 2. CLAD COLOR TO BE STANDARD BRONZE, 3. GLAZING SHALL BE %" INSULATED CARDINAL LOW E-272 GLAZING W/ A STAMPED NFRC 'U' VALUE OF 0.34 OR BELOW. 4. ALL OPERABLE UNITS SHALL BE SUPPLIED W/ SCREENS. 5. ADD %" TO FRAME WIDTHS AND y" TO FRAME HEIGHTS FOR ROUGH OPENINGS. 6. ALL WINDOWS AND DOOR SHALL BE INSTALLED AS PER MANUFACTURER STANDARDS. 7, VERIFY ALL OPENINGS, SIZES, HANDING AND DIVIDED LITE LOCATIONS W/ THE OWNER AND ARCHITECT PRIOR TO ORDERING. 8. SEE ELEVATIONS ON SHEET A4.0 / A4.1 FOR OPERATING WINDOWS AND DOOR SWING INFORMATION. 14'-2° r r W I 0 � I fr NTENANCE FLOOR CONC - 9�2" w a 0 J L 8'-0" 14'-2" �1 �2 3� 1 12'-71 /2" 6-4112" 1791 ,1 \ - <'4 oQV \ \ sr0 y.. \ , FLOOR DRAIN TR V FC,� \ FLOOR \ \ DRAIN-� CIF \ / VY Egress Doors & Exits: • EGRESS REQUIREMENTS AS PER 2015 I.B.C., CHAPTER 10. LOCKS, LATCHES & LANDINGS AT DOORS PER SECTION 1010. • EGRESS DOORS TO COMPLY WITH [CC/ANSI A117.1- 2009 FOR ACCESSIBILITY. • VERIFY DIRECTIONAL EXIT SIGNS AND EMERGENCY LIGHTING LOCATIONS PRIOR TO ELECTRICAL ROUGH -IN INSPECTION. 70, Cb �B ,o �� SHUMS CODA \ ASSOCIATES �D Reviewed for Code Compliance These drawings Were reviewed by Shurns Coda Associates in accordance With Sections 105.4 & 107.3 at the International Building Code 01 /1912022 COASTER LAUNCH HOUSE LOWER FLOOR PLAN 3/16" = 1'-0" m �°��°� "-' a b as �aro- > a 1-4 1=� E w � 011 N o Co w I ---I w � w o � c w o � Lo w W C\t E, W Eq Cie E_ o �rn o Q o a Q� a Q) �D �D �4 Q as � o if Ul w 4-1 I � � O C\2 � O Z 10 b 0 1:11 +) GENERAL NOTES: 1. LIVE LOADS USED IN DESIGN: A. ROOF 52 PSF B. LIGHT STORAGE 125 PSF C. COMMON AREAS AND EXIT CORRIDORS 100 PSF D. IMPORTANCE FACTORS CATEGORY II SEISMIC FACTOR IE 1.0 SNOW FACTOR IS 1.0 WIND FACTOR IW 1.0 E. WIND ULTIMATE 115 MPH 3 SECOND GUST 90 MPH EXPOSURE C F. SNOW GROUND SNOW LOAD Pg 71 PSF SNOW EXPOSURE FACTOR Ce 1.0 THERMAL FACTOR 1.0 G. SEISMIC SITE CLASS D SEISMIC DESIGN CATEGORY B SS 0,185 g S1 0.058 g SIDS 0.197 g SD1 0.093 g BASIC SEISMIC FORCE -RESISTING SYSTEM A.13. LIGHT -FRAMED WALLS SHEATHED WITH WOOD PANELS RESPONSE MODIFICATION FACTOR R 6.5 SEISMIC RESPONSE COEFFICIENT CS 0.030 g ANALYSIS PROCEDURE USED ELF H. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. I. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. 2. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF. OPEN HOLE OBSERVATION BY KUMAR AND ASSOCIATES DATED JANUARY 20, 2021 CONFIRMED BEARING CAPACITY OF 2000 PSF. B. ALL FOOTING BEARING ELEVATIONS SHOW ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 36" BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ATSM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPATS ARE ENCOUNTERED REMOVED SOIL AND RECOMPACT WITH THE APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TEST ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON -GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETE SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 3. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. 4. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 3000 psi STD --- FOUNDATION WALLS 3000 psi STD --- INTERIOR SLABS ON GRADE 3000 psi STD 0.50 --- EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6°/a-8°lo ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 F'C (OR 57,000 F'C NORMAL WEIGHT CONCRETE). C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED 15 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 5. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH -STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3, COLUMNS AND BEAMS (TIE BARS) 1-112" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 6. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN FOR NON -COMPOSITE MEMBERS. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). 7. NON -SHRINK GROUT A. NON -SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 8. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY HEM FIR GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 675 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 850 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1050 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM -FIR, STRUCTURAL #1 GRADE. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2, LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FVS, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION- 2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE -TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" Tl STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 1 OD NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5/8" (24/16 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 7/16" EXPOSURE PLYWOOD OR OSB SHEATHING NAILED WITH 8d NAILS AT 3" ON CENTER ALONG PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. J. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. PROVIDE BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS. 9. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON -BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 10. MASONRY A. ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL FULFILL ASTM C62, C216 OR C652. MORTAR SHALL BE ASTM C270 TYPE S OR M. C. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE STRENGTH OF F'm OF 1500 PSI BASED ON NET AREA. D. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE MINIMUM LADDER -TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINFORCEMENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS. E. UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONE #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER 4'-0" FEET ON CENTER TYPICALLY. REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. F. ALL CMU WALLS REQUIRE A MINIMUM OF 245 IN BOND BEAM ABOVE ALL DOORS AND WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE NOTED. G. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS, H. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A DISTANCE OF 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS NOTED OTHERWISE. I. CMU SHALL BE FULLY GROUTED BELOW GRADE. J. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR FRAMING OVER NON -BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. K. ALL MULTIPLE WYTHE MASONRY WALLS SHALL BE GROUTED SOLID BETWEEN EACH WYTHE WITH ASTM C476 GROUT. L. WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END. M. PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE. 11. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL, WOOD TRUSSES. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. J. PRE -MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. 5/8"0 X V-6" SMOOTH ROD AT T-0" (GREASE 111,F� rir� rnf'AI \ F DOWELED SLAB JOINT DETAIL NOTE: RE: PLANS AND GENERAL NOTES FOR SPACING OF CONTROL JOINTS 3/16" MAX X T/4 DEEP 3/4" MIN. SAW CUT W.W.F. OR BAR REINFORCING RE: PLAN CV F' Z. az pw J J w ❑ NOTE: RE: SOILS REPORT FOR OVER EXCAVATION REQUIRED BELOW INTERIOR SLAB -ON -GRADE. W.W.F. OR BAR REINFORCING RE: PLAN 1� RE: SOILS REPORT FOR GRAVEL SAWCUT SLAB JOINT DETAIL REQUIREMENTS SECTION 2 1 3/4" = T-0" w a w J PROVIDE STANDARD HOOK z J w RE: PLAN Lu of z 2h a. X: / \ _j a. LAP LENGTH 0 - - �,, RE: GENERAL NOTES TYPICAL STEPPED FOOTING DETAIL SECTION 3 314" = 1'-0" RE: PLAN (-lam 1 TYPICAL FOOTING REINFORCEMENT BARS TO MATCH TYPICAL FOOTING REINFORCEMENT ,DEVELOPMENT LAP LENGTH #5 VERTICAL (TYPICAL) DRIZONTAL EINFORCEMENT YPICAL) DEVELOPMENT LAPLENGTH #5 VERTICAL (TYPICAL) #5 VERTICAL (TYPICAL) OR MATCH VERTICAL WALL REINFORCING TYPICAL 90" HOOK DEVELOPMENT LAPLENGTH #5 VERTICAL (TYPICAL) NTERSECTION DEVELOPMENT LAPLENGTH CORNER INTERSECTION CORNER REINFORCEMENT DETAIL SECTION 2 3/4" = 1'-0" z = w M CL z o w J J w CL a g F L F d z W a w 2'-0„ #5 AT Z-0" X o 1/2" ISOLATION JOINT N EXTERIOR SLAB - SLAB ON GRADE WITH W.W-F. ON \ 4" GRAVEL BASE VWN �-111_ I �� Do�° °°0•;a�° °°o•v000°;^o•vo<<, 2 -#5 CONTINUOUS • II -I I -III -III- () 1=III'--J1�I1- TOP 111111 I 111 1111 11--_I 11= � I; ICI #4 CONTINUOUS z #5 AT 2'-0" 6 M 0 I T -- (2)-#5 a4SECTION 3/4" = 1'-0" 1400 GLENARM PL. SUITE 101 DENVER, CO 80202 tA` IMEG 303.623.4927 www.imegcorp.com PROJECT# _; € `•E MEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE LHE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN 4PPR[ 1VAL AND PARTICIPATION OF IMEG CORP. © 2021 IMEG CORP REFERENCESCALE IN INCHES 0 1 2 3 0i n.� a z` G V u oacoa � � �-I f h ED r - G a r- a a Q: t x +' O « Q3 o-. O- N rD I 00 00 .4 1 8'-0" O a 91 Lo 3 r---� 51.1 2,_0,1 2'-16" OOTING I I r 2'-6"X2'-6"X1 Q" FOOTING STEP I I / WITH (3)-#5 EACH WAY ! (TYP) - - - - - - - - - - -----� ! r--- nc I [56-5"] ! I I Ll F I WALL - - -WALL L I I STEP STEP I� i I FOOTING io I I I STEP - LI --- nZ T----s , -- -, I _ i of CD �--- -�- II co I j I 7056'-11" co era I I I I 6 \ _.I I \ T.O. SLABzt I I I I 51.1 �- I I 4 L 2 I ! I Z ----- L--- S1.2 S1.2 I , I i 1 6-4 3/4" 5'-2 314"'i / ! I f r--�- --- � - \\\ - - - - I I I I I FOOTING STEP -WALL I I N STEP -- -- Lf, D \ \\\ S1.1 iAl I \r61 51.2 LT-J 1 I L----------- _ __- \'� �L�,, oJ. Q I / --- \ \ i WALL STEP--------- WALL -. - --STEP- - - 6' 6 \ ' 1 I I r WALL - - - - WALL- - - STEP TEP- I <\/10 s�� \ _ N, i L------ S1.1:lb \ rdv\ N \\ I I \\ S1.1 ebi MAINTENANCE LEVEL PLAN - FOUNDATION 3116" = 1'-0" O Rl Q 7 co / 1400 GLENARM PL. SUITE 101 DENVER, CO 80202 I M EG 303.623.4927 www.imegwrp.com PROJECT# WEI'. CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. i9 2021 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 IN— -c `c a; c o oCO -T C) s F le � � o w � 30 � N w w V 1 r—� w � � � o o � o o w o � � �-I w i� �J O �-1 Z nl J 71 LU i O Ji a z MC12X10.6 z Lu W coM cm C° 2 m CD X x S1.2 x N r N U oF— xZ, W8X10 .. ,W8X10 MAIN FLOOR PLAN - FRAMING 3/16" = 1'-0" O Rl 4" CONCRETE SLAB ON GRADE WITH 6X6- W1.4XW1.4 W.W.F. \ cb 0 �• � v i co h� Q �FIME1400 GLENARM PL. SUITE 101 DENVER, GO 80202 G www.imegcorp.cam PROJECT #E IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON, SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. Q 2021 IMEG CORP. REFERENCE SCALE IN INCHES 0 1 2 3 4s. r� o c z I� cn- co c -� J 4 r WOOD ROOF FRAMING NOTES-, 3 42'-4" I 8'-0 14'-2" - -- — 0 04 co 00 J\ o co i I %o Eo G i � T LI ROOF PLAN - FRAMING 3/16" = T-0" 14'-2" 4 5 6-0" w � I 12X12 POST (TYP) NAL BRACE (TYP) 9 (10 zo 0 of O 1. "LVL" INDICATES VERSA -LAM (MICROLLAM) BEAMS, AS MANUFACTURER BY BOISE CASCADE (WEYERHAEUSER COMPANY). ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 2. ❑ INDICATES COLUMN DOWN ONLY, MULTIPLE 2X FRAMING NOTED ON PLANS. 3. HEADERS SHALL BE (3)-2X8 AT 2X6 WALLS OR (2)-2X8 AT 2X4 WALLS UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 `/2" OR 3'/2' WIDTH BY ADDING PLYWOOD OR INSULATION SPACERS AS REQUIRED. 4. ALL COLUMNS SHALL BE (3)-2X6 AT 2X6 WALLS OR (3)-2X4 AT 2X4 WALLS UNLESS NOTED OTHERWISE. 5. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF, TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 6. ALL BEAM -TO -BEAM AND BEAM -TO -COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 7, RE: ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 8. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 9, EXTENT OF WOOD SHEAR WALL BELOW DENOTED BY (jD 10. FASTEN BOTTOM PLATES OF SHEAR WALLS TO FLOOR SHEATHING WITH (3)-ROWS OF 16d NAILS AT 8" WHERE SHEAR WALLS DO NOT ALIGN VERTICALLY, 11, HOLD DOWNS OR STRAPS ARE CALLED OUT ON PLAN AT BOTTOM OF SHEAR WALL WHERE REQUIRED. MINIMUM HOLD DOWN COLUMN SHALL BE (2)-2X6 AT WALL ENDS, OR AS REQUIRED BY SHEAR WALL SCHEDULE. 12, STAGGER ALL SHEATHING JOINTS AND SILL PLATE NAILING. 13. NAIL HEADS SHALL NOT PENETRATE PLYWOOD, 14. OVERFRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN FRAMING ON A GRID NOT TO EXCEED 4'-0" X 4'-0" (16FT2). PREFABRICATED ROOF TRUSS NOTES: 1, PREFABRICATED ROOF TRUSS LOADS: LIVE LOADS AT TOP CHORD = 52 PSF* LIVE LOADS AT BOTTOM CHORD = 0 PSF DEAD LOADS AT TOP CHORD = 15 PSF** DEAD LOADS AT BOTTOM CHORD = 15 PSF** WIND LOADS = SEE STRUCTRUAL GENERAL NOTES (STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED,) * PROVIDE ADDITIONAL LIVE LOAD DUE TO SNOW DRIFTING PER GENERAL NOTES AND ASCE7-10. ** DEAD LOADS DO NOT ACCOUNT FOR SELF WEIGHT OF FLOOR TRUSS. TRUSS SUPPLIER TO ACCOUNT FOR SELF WEIGHT OF TRUSS IN CALCULATIONS. 2, ROOF TRUSS LIVE LOAD DEFLECTION SHALL NOT EXCEED 1", OR SPAN/480, TOTAL LOAD DEFLECTION SHALL NOT EXCEED SPAN/360. MAXIMUM DIFFERENTIAL DEFLECTION SHALL BE 1/2" MAXIMUM BETWEEN ADJACENT TRUSSES (LIVE LOAD ONLY OR TOTAL LOAD). ROOF TRUSS SPACING SHALL NOT EXCEED Z-0". 3. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND REVIEWED BY GENERAL CONTRACTOR, ARCHITECT AND STRUCTURAL ENGINEER. 4, THE TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING ITEMS: a. ENGINEERING OF ALL TRUSSES AND CONNECTIONS, AND SHOWING OF ALL ON SHOP DRAWINGS. b. DESIGN AND SUPPLY OF ALL TRUSS BEARING CONNECTORS AND HOLD DOWNS. (NOTE — TRUSS SUPPLIER SHALL NOT EXCEED Fo = 525 PSI TOP PLATE ALLOWABLE BEARING STRESS), c. PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT WITHOUT CUTTING TRUSSES. 5. SIMPSON H2.5A CLIP ANGLES SHALL BE INSTALLED AT ALL EXTERIOR WALL TRUSS BEARING LOCATIONS UNLESS NOTED OTHERWISE ON ROOF DETAILS. 6. TRUSS SUPPLIER TO CONFIRM ROOF AND CEILING SLOPES AND CONFIGURATION WITH ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. 7. CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW BEFORE SUBMITTING TO THE BUILDING DEPARTMENT. THE TRUSS DESIGN SHALL BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO TRUSSES BEING INSTALLED. 8. ALL PREFABRICATED TRUSSES TO BE ALIGNED WITH SUPPORTING WALL STUDS BELOW. 1400 GLENARM PL. SUITE 101 DENVER, CO 80202 03.623.4927 . 3ww.imeg(; www.imeg(;orp.com 21f om PROJECT# 21Csifisi4-6:;, IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP, 0 2021 IMEG CORP. REFERENCE SCALE IN INCITES 0 i 2 3 62 if O �(7 c 7) Q J T ' . U a;oo CM J rr. ��I T Ii: zC_� E t'�j 4-1 �fl C) r.I z. C u v 2.2 MECHANICAL - BASEMENT FLOOR FLAN SCALE: 1 /4"= V-0" NORTH MECHANICAL GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL. DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BErORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2. DUCT DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. ALL DUCTfNG SHALL BE INSULATED PER 2015 IECC CODE REQUIREMENTS. (SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH NOT LESS THAN R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES AND WHERE LOCATED OUTSIDE THE BUILDING WITH NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 1 THROUGH 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 THROUGH 8. WHERE LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 1 THROUGH 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 THROUGH 8. 3. COORDINATE FINAL LOCATION OF THERMOSTAT WITH OWNER PRIOR TO INSTALLATION, IF THERMOSTAT IS LOCATED ON EXTERIOR WALL PROVIDE THERMOSTAT WITH INSULATED BACKING. 4. CONDENSING WATER HEATER, GAS FURNACE, AND BOILER VENT MATERIAL SHALL COMPLY WITH MANUFACTURER'S LISTED AND APPROVED MATERIALS. 5. ALL REFRIGERANT LINES SHALL BE INSULATED IN A WORKMAN LIKE MANNER PER MANUFACTURER'S INSTRUCTIONS. REFRIGERANT LINESET LONGEST LENGTHS SHALL BE 75'. 6. ROUTE CONDENSATE FROM CONDENSING MECHANICAL EQUIPMENT TO CONDENSATE NEUTRALIZATION KITS. CONDENSATE FROM NEUTRALIZATION KITS SHALL BE DISCHARGED INDIRECTLY THROUGH AIR GAP TO NEAREST FLOOR DRAIN. 7. MECHANICAL EQUIPMENT MANUFACTURERS AS SCHEDULED ON MECHANICAL DRAWINGS ARE SUGGESTED MANUFACTURER'S. UNLESS NOTED OTHERWISE DUE TO OWNERICLIENT REQUIREMENTS AND PREFERENCES, MECHANICAL CONTRACTOR CAN SUBMIT EQUIVALENT EQUIPMENT FROM MANUFACTURERS THAT DIFFER FROM SCHEDULED MECHANICAL EQUIPMENT. ALTERNATE MANUFACTURERS OF MECHANICAL EQUIPMENT WILL BE REVIEWED FOR EQUIVALENCE OF PERFORMANCE AND FUNCTIONALITY BY ENGINEER. 8. SINGLE PHASE VRF HEAT PUMP CONDENSER MODULES SHALL hE PROVIDED WITH LOCAL POWER SOURCE PROTECTION. POWER SOURCE PROTECTION DEVICE SHALL BE BETWEEN MAIN POWER SUPPLIED TO THE UNIT AND INTERNAL COMPONENTS. POWER PROTECTION DEVICE SHALL PROVIDE PROTECTION FROM VOLTAGE SAG AND SPORADIC FREQUENCY. POWER PROTECTION DEVICE SHALL AUTOMATICALLY SHUT OFF CONDENSER MODULE UPON DETECTION OF POWER EVENT. PHASE. PROTECTION DEVICE SHALL AUTOMATICALLY ENERGIZE AND START UP CONDENSER MODULE UPON POWER EVENT ENDING. POWER MONITOR PROTECTION DEVICE SHALL BE SIMILARIEQUIVALENT TO ICM $450 WITH 2-POLE & 3 POLE CONFIGURATIONS. MECHANICAL FLAG NOTES: 1. 4"0 COMBUSTION AIR AND FLUE FROM GAS UNIT HEATER TO CONCENTRIC VENT KIT THROUGH SIDEWALL. COORDINATE FINAL LOCATION IN FIELD WITH STRUCTURE. 2. EXHAUST FAN SHALL BE LOCATED A MINIMUM OF 60" ABOVE EXTERIOR GRADE TO PREVENT SNOW ACCUMULATION. Mechanical/Heating: • MECHANICAL APPLIANCES, EQUIPMENT & SYSTEMS SHALL BE CONSTRUCTED, INSTALLED & MAINTAINED IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE (I.M.C.), INTERNATIONAL FUEL GAS CODE (I.F.G.C.) AND MANUFACTURER'S REQUIREMENTS. • MECHANICAL ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. DO NOT REPRODUCE THESE DRAWNGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WM7T-EN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE Z EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. U L L . w r w U L0 ❑} r 5 rL+ co Q w000 73 U}06D 0 cV C 0 U L � 0 0 rlyo CL w � Z Lu ❑Q w O CI) N -J ❑ Q O Q Q � U) U 0.- vd z LLJ Z w w Z o ❑ > Q � °o Q LL o� U o W z ❑ ❑ Lo w J O O Z w J DATE: ISSUED FOR: 10121M21 PERMIT p111812022 REVISION 91 PERMIT R. A. 059.293 Aw ' a #� A DATE: 10/01/2021 JOB NO: 21-245 DRAWN BY: BCE CHECKED BY: BCE SCALE: AS SHOWN SHEET NUM DM Ja 9 . :46am o� E NORTH MECHANICAL - FLOOR PLAN SCALE: 114"=V-0" IN 4ZB MECHANICAL GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC IN NATURE, LOCATIONS AND €:IZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO Ni J F NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKv ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELI BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2. DUCT DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. ALL DUCTING SHALL BE INSULATED PER 2015 IECC CODE REQUIREMENTS. {SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH NOT LESS THAN R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES AND WHERE LOCATED OUTSIDE THE BUILDING WITH NOT LESS THAN R-B INSULATION IN CLIMATE ZONES 1 THROUGH 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 THROUGH B. WHERE LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY NOT LESS THAN R-8 INSULATION IN CLIMATE ZONES 1 THROUGH 4 AND NOT LESS THAN R-12 INSULATION IN CLIMATE ZONES 5 THROUGH 8. 3. COORDINATE FINAL LOCATION OF THERMOSTAT WITH OWNER PRIOR TO INSTALLATION. IF THERMOSTAT IS LOCATED ON EXTERIOR WALL PROVIDE THERMOSTAT WITH INSULATED BACKING. 4. CONDENSING WATER HEATER, GAS FURNACE, AND BOILER VENT MATERIAL SHALL COMPLY WITH MANUFACTURER'S LISTED AND APPROVED MATERIALS. 5. ALL REFRIGERANT LINES SHALL BE INSULATED IN A WORKMAN LIKE MANNER PER MANUFACTURER'S INSTRUCTIONS. REFRIGERANT LWESET LONGEST LENGTHS SHALL BE 75'. 6. ROUTE CONDENSATE FROM CONDENSING MECHANICAL EQUIPMENT TO CONDENSATE NEUTRALIZATION KITS. CONDENSATE FROM NEUTRALIZATION KITS SHALL BE DISCHARGED INDIRECTLY THROUGH AIR GAP TO NEAREST FLOOR DRAIN. 7. MECHANICAL EQUIPMENT MANUFACTURERS AS SCHEDULED ON MECHANICAL DRAWINGS ARE SUGGESTED MANUFACTURER'S. UNLESS NOTED OTHERWISE DUE TO OWNERICLIENT REQUIREMENT AND PREFERENCES. MECHANICAL CONTRACTOR CAN SUBMIT EQUIVALENT EQUIPMENT FROM MANUFACTURERS THAT DIFFER FROM SCHEDULED MECHANICAL EQUIPMENT. ALTERNATE MANUFACTURERS OF MECHANICAL EQUIPMENT WILL BE REVIEWED FOR EQUIVALENCE OF PERFORMANCE AND FUNCTIONALITY BY ENGINEER- B. SINGLE PHASE VRF HEAT PUMP CONDENSER MODULES SHALL BE PROVIDED WITH LOCAL POWER SOURCE PROTECTION. POWER SOURCE PROTECTION DEVICE SHALL BE BETWEEN MAIN POWER SUPPLIED TO THE UNIT AND INTERNAL COMPONENTS, POWER PROTECTION DEVICE SHALL PROVIDE PROTECTION FROM VOLTAGE SAG AND SPORADIC FREQUENCY. POWER PROTECTION DEVICE SHALL AUTOMATICALLY SHUT OFF CONDENSER MODULE UPON DETECTION OF POWER EVENT. PHASE PROTECTION DEVICE SHALL AUTOMATICALLY ENERGIZE AND START UP CONDENSER MODULE UPON POWER EVENT ENDING. POWER MONITOR PROTECTION DEVICE SHALL BE SIMILARIEQUIVALENT TO ICM $450 WITH 2-POLE & 3 POLE CONFIGURATIONS. MECHANICAL FLAG NOTES: 1. 4"0 COMBUSTION AIR AND FLUE FROM GAS UNIT HEATER TO CONCENTRIC VENT KIT THROUGH ROOF. COORDINATE FINAL LOCATION IN FIELD WITH STRUCTURE. 2. REFRIGERANT LIQUID AND SUCTION LINES. COORDINATE SIZE OF REFRIGERANT LINES WITH MANUFACTURER RECOMMENDATION. INSULATE REFRIGERANT LINES PER 2015 IECC REQUIREMENTS. DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERNGE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHBTHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITfaNs TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PEI7MIGSION OF THE DESIGNER. :7 C L a) N c: _C m �0 C UJ U L0 r- c3a cy) w O o� �= W -0 U N Q O CV C U O O m : L N CD � 00 c) 0 W � D Z W ci w < W F Q o VJ J ❑ J O Q U � Q Q U, U) C) W z Z W �E C) IL W Z ❑ > Q � o UQ � o� W oz ❑ ❑ w J O 0 i� w J DATE: ISSUED FOR: 10/21/2021 PERMIT 01/1812022 REVISION #1 PERMIT 0 al DATE: 10/01/2021 JOB NO: 21-245 DRAWN BY: BCE CHECKED BY: BCE AS SHOWN BE1-2 r ,January 19, Iz►dXyIKY-11k Iloy-2wa:Z0]►/61W0Rl 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A, THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ARCHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4, FLEXIBLE DUCT WORK A. FLEXIBLE TYPE DUCT SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERAL BASE. FLEXIBLE DUCT :ONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50, B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. m:la2: [a]AwLl►11 A. PIPING CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH AWAY AS TO BE INCONSPICUOUS AND FREE FROM ANY POSSIBLE CONDENSATION. B. INSULATE REFRIGERANT LINES WITH ARMOUR -FLEX TYPE INSULATION, SHALL BE TYPE "K" COPPER TUBING, WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 6. DUCTWORK A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. B. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED OTHERWISE. C. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS OTHERWISE SHOWN ON DRAWINGS. D. ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS, SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA" STANDARDS AND ACCEPTED GOOD PRACTICE. F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES.DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. G. ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-112" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL FACING. H. ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 112" ACOUSTICAL DUCT LINER UNLESS OTHERWISE NOTED ON THE DRAWINGS. I'AR7:L1FM_[H:lVIV015V A. (CONDENSATE) SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS. PITCH HORIZONTAL LINES 1" IN 1 O'-D". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN. ROOF DRAIN OR INDIRECT WASTE DRAIN. 8. HVAC CONTROLS A. CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND THERMOSTATS AS REQUIRED. 9. ELECTRICAL A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. 10. PIPE SUPPORTS A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. 11. GAS PIPING A. PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 9" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS. 12. MISCELLANEOUS A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE. COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. C. VERIFY ALL FIGURES, CONDITIONS. AND DIMENSIONS AT THE JOB SITE. D. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. E. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. D. PEX TUBING, IF PEX TUBING IS USED AS AN APPROVED ALTERNATE FOR APPLICATIONS WHERE METALLIC PIPING IS THE BASIS OF DESIGN. THE PEX MANUFACTURER SHALL SUBMIT SHOP DRAWINGS CLEARLY INDICATING THAT THE DESIGN HAS BEEN ANALYZED AND MODIFIED. AS REQUIRED TO MAINTAIN SCHEDULED HYDRONIC SYSTEM PARAMETERS. ANY DESIGN RESULTING IN INCREASED SYSTEM PRESSURE DROP AS A RESULT OF IMPROPER PEX SIZING OR DESIGN SHALL NOT BE PERMITTED. 13. TESTING AND BALANCING A. THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 14. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. EQUIPMENT NO SERVICE SUPPLY AIR (CFI) HEATING GAS CFH MBH INPUT MBH OUTPUT GUH-1 MAINTENANCE 456 37.31 30 24.6 GUH-2 MAINTENANCE 456 37.31 30 24.6 GUH-3 BASEMENT 456 37.31 30 24.6 NOTES: 1, PROVIDE WALL MOUNTED THERMOSTAT WITH SUMMER AUXILIARY DOWNTURN NOZZLES, 316 STAINLESS STEEL HEAT EXCHANGER, FAN SWITCH, CONCENTRIC VENTING I` HIGH ALTITUDE KIT SIZED PER LOCATION EL GAS FIRED UNIT HEATER SCHEDULE GAS CONNECTION SIZE VENT OUTLET SIZE AIR INLET SIZE ELECTRICAL MANUFACTURER & MODEL OPTIONSIACCESSORIES V.IPH.IHZ. FLA (A) MOCP (A) MOTOR HP 1/2" 411QJ 4110 115/1/60 1.9 15 0.06 REZNOR - UDZ030 REZNOR - UDZ030 REZNOR - UDZ030 NOTE-1 NOTE-1 NOTE-1 1/2" 4"0 4110 115/1/60 1.9 15 0.06 1/2" 4" 0 4110 115/l/60 1.9 15 0.06 IT, SEPARATED COMBUSTION, HINGED DOOR ACCESS, PILOT LIGHT, TEFC MOTOR, LOCAL 24V CONTROL TRANSFORMER, FULL FAN GUARD, INTEGRATED 30' & 60' EVATION. INDOOR VRF UNIT EQUIPMENT SCHEDULE NOMINAL NOMINAL REFRIGERANT PIPING ELECTRICAL COOLING EQUIPMENT NO. SERVICE CAPACITY HEATING CAPACITY DIAMETER CFM EER (EFFICIENCY) MANUFACTURER & MODEL OPTIONSIACCESSORIES (BTU/HR.) (BTUIHR.) LIQUID SUCTION MCA (AMPS) V.IPH.IHZ. AC-1 TICKETS 6,000 8,700 381 12.2 1 /4" O 3/8" O 1 208-230/1160 MITSUBISHI - MSZFS06NA NOTE-1 AC-2 TICKETS 6,000 8,700 381 12.2 1/4" O 3/8" O 1 208-230/l/60 MITSUBISHI - MSZFS06NA NOTE-1 AC-3 MAINTENANCE 12,000 13,000 335 122 1/4"0 3/8"0 0.3 208-230/1160 MITSUBISHI - SLZ-KF12NA NOTE-2 AC-4 MAINTENANCE 12,000 13,000 335 12.2 1/4"0 3/8"0 0.3 208-23011/60 MITSUBISHI - SLZ-KF12NA NOTE-2 AC-5 MAINTENANCE 12,000 13,000 335 12.2 1/4" 0 3/8" 0 0.3 208-230/1/60 MITSUBISHI - SLZ-KF12NA NOTE-2 NOTES: 1. PROVIDE WITH LINESET RECOMMENDED BY MANUFACTURER, WALL CARRIER, 208-230V11PH/60HZ BLUE DIAMOND CONDENSATE PUMP, SIMPLE MA CONTROLLER 7-DAY PROGRAMMABLE THERMOSTAT WITH NIGHTTIME/DAYTIME SETTINGS, ELECTRO STATIC ANTI -ALLERGY ENZYME FILTER. 2. PROVIDE WITH LINSET RECOMMENDED BY MANUFACTURER, LONG LIFE AIR FILTER, SPRING VIBRATION ISOLATION HANGERS, 208-230V/1 PH160HZ BLUE DIAMOND CONDENSATE PUMP, SIMPLE MA CONTROLLER 7-DAY PROGRAMMABLE THERMOSTAT WITH NIGHTTIME/DAYTIME SETTINGS, GRILLE, 4" 0 OUTSIDE AIR CONNECTION TO KNOCKOUT ON UNIT, GRAVITY DAMPER ON OUTSIDE AIR CONNECTION. WALL CAP AT OUTSIDE AIR DUCT TERMINATION WITH BIRDSCREEN, BALANCE OUTSIDE AIR TO 30 CFM. EXHAUST FAN SCHEDULE EQUIPMENT NO. SERVICE LOCATION CFM EXTERNAL STATIC PRESS (IN. W.G.) MOTOR MANUFACTURER & MODEL OPTIONS/ACCESSORIES WATTS HP RPM VOLTIPHIHZ EF-1 MAINTENANCE SIDEWALL 200 0.5 1/4 1708 115/1160 GREENHECK - CUE-100HP-VG NOTE-1 EF-2 BASEMENT SIDEWALL 100 0.5 1/4 1213 115/l/60....l GREENHECK - AER-E20C-605-VG NOTE-2 NOTES: 1. PROVIDE WITH MOTOR STARTER, SPEED CONTROLLER, MOTORIZED BACKDRAFT DAMPER TESTED IN ACCORDANCE TO AMCA 500D AND DIRECT DRIVE VARIGREEN MOTOR. 2. PROVIDE WITH MOTOR STARTER, SPEED CONTROLLER, MOTORIZED BACKDRAFT DAMPER TESTED IN ACCORDANCE TO AMCA 500D, WALL MOUNTING KIT. VRF BRANCH CIRCUIT CONTROLLER SCHEDULE EQUIPMENT DIMENSIONS DIME ELECTRICAL NO SYSTEM NO. # BRANCH CIRCUITS PER UNIT LOCATION LDIME INCHES MANUFACTURE & MODEL OPTIONSIACCESSORIES MCA MOCP V.IPH.IHZ. BC-1 CU-1 5 MAINTENANCE 0.05 - 208-23011/60 13"W X 16"L X 71I1H MITSUBISHI - PAC-MKA52BC NOTE-1 NOTES: 1. PROVIDE WITH POWER DISCONNECT, KIT TO SUSPEND FROM STRUCTURE, ISOLATION VALVES ON ALL REFRIGERANT LINE CONNECTIONS WITH SHRADER VALVES FOR DRAINING OF REFRIGERANT, CONDENSATE CATCH PAN AND 208-24OV/1 PH/60HZ CONDENSATE PUMP, ISOLATION VALVES UPSTREAM AND DOWNSTREAM OF BRANCH CONTROLLER BOX. VRF AIR COOLED CONDENSING UNIT SCHEDULE NOMINAL NOMINAL HEATING REFRIG. PIPING ELECTRIC EQUIPMENT NO. SERVICE COOLING TY CAPACITY CAPACITY MANUFACTURER &MODEL OPTIONSIACESSORIES (i3TUlC (gTU/HR ) LIQUID VAPOR VIPHIHZ MOCP (A) MCA (A) CU-1 AC UNITS 48,000 54,000 3/8" 518" 208-230/l/60 50 42 MITISUBISHI - MXZ-8C48NAHZ2 NOTE-1 NOTES: 1. PROVIDE LINE SET AS RECOMMENDED BY MANUFACTURER, EFFICIENCY EER = 12.2, POWERED CONVENIENCE OUTLET WITHIN 25 FEET, WALL MOUNTING KIT, HYPER HEAT UNIT, MATCHING BRANCH CONTROLLER BOX, AIR OUTLET GUIDE, FRONT WIND BAFFLE, HAIL GUARD, AIREX TITAN OUTLET AT WALL/REFRIGERANT LINE PENETRATION. ALL THREAD ROD NUT (TOP & BOTTOM) HASHER (TOP & BOTTOM) HANGER JLATION v aTION PROTECTIVE SHEETMETAL SHIELD TYPICAL CLEVIS HANGER DETAIL NOT TC SCALE THREADED ROD CUT TO LENGTH CLEVIS TYPE PIPE HANGER E F . L-EVIS D CARRIER PIPE INSULATION SHIELD FOR INSULATION - LENGTH 1.5 TIMES INSULATION DIAMETER I OCAL ROOF DRAIN, FLOOR DRAIN, OR FLOOR SINK. CONDENSATE DRAIN DETAIL 1V, 1 .0. FULL SIZE OF DRAIN CONNECTION APPROVED AIR GAP HEIGHT 00 NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHIr,H THEY ARE MADE ES LXEOUTLD OR NOT. THESE DRA'A'INGS ANO SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRE43SEDI WRITTEN ?ERMI551ON OF THE DESIGNER. U L i (D W � W U L0 �rn 00 n O 000 lJ l) I W - (n 05 o o m CCU O U c: rr0� o C C U CD (6 O cr) i7 it m LW/ l..L 1 � Z Q W W �� �--- Q O V1 J Q 0 Q Q U) U)W U w z LLJ > �Z// LL W Z 0 U) ❑ 0 O c:) W Z ❑ � � LLl J Q 0 0 3: W J DATE: ISSUED FOR: 1012112021 PERMIT 01/18/2022 REVISION #1 PERMIT 59129y. DATE: 10101/2021 JOB NO: 21-245 DRAWN BY: BCE CHECKED BY: BCF SCALE: A SHOWN S ET NUMBER: M2-1 January 19, 2 - 8:08:46a :r- J— PLUMBING - BASEMENT FLOOR PLAN SCALE: V4"=V-0" NORTH d � d 3 VENT FROM f OF SEWAGE ECTOR PLUMBING GENERAL NOTES: 1, DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQLIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2. PIPE DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. ALL PIPING SHALL BE INSULATED PER 2015 IECC CODE REQUIREMENTS. 3. ROUTE CONDENSATE FROM CONDENSING MECHANICAL EQUIPMENT TO CONDENSATE NEUTRALIZATION KITS. CONDENSATE FROM NEUTRALIZATION KITS SHALL BE DISCHARGED INDIRECTLY THROUGH AIR GAP TO NEAREST FLOOR DRAIN. 4. ALL PLUMBING FIXTURES SHALL BE VENTED BY PLUMBING CONTRACTOR PER 0215 IPC REQUIREMENTS. Plumbing: • PLUMBING REQUIREMENTS AS PER I.B.C., CHAPTER 29 AND IN ACCORDANCE WITH INTERNATIONAL PLUMBING CODE (I.P.C.) • PLUMBING ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DEF3GNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR YJHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY 111E EXPRESSED WRITTEN PERMISSION OF THE DESIGNER_ I✓ n� L W a 0 LU r w U c) r Cy)�+ coca O co — W io cis c cn C,5 O CV m U O c3 c 0 CC)L5 L c c) d n� w Q Z Q w IY W E— Q < o J ❑ Q J O U � Q O U, U W �; C7 Lu Z w 2�! Z R U w U W z 0❑ > 0 Q LL a� U w o Z Lu Lo J O U O z w I 0 DATE: ISSUED FOR: 1021IM1 PERMIT 01/1$12022 REVISION #1 PERMIT x � DATE: 10/01/2021 JOB NO: 21-245 DRAWN BY: BCE CHFC BCE S AS SHOWN OltiHEET NUMBER: P 1 - 1 ; i - anuary19, 2022 - 8: . Oam C=) NORTH ,s PLUMBING - FLOOR PLAN M G 11111 rLN31dily PLUMBING GENERAL NOTES: 1. DRAWING 1S DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL, DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQl1IRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 2. PIPE DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. ALL PIPING SHALL BE INSULATED PER 2018 IECC CODE REQUIREMENTS. 3. CONDENSING WATER HEATER, GAS FURNACE, AND BOILER VENT MATE RIAL SHALL COMPLY WITH MANUFACTURER'S LISTED AND APPROVED MATERIALS. 4. ROUTE CONDENSATE FROM CONDENSING MECHANICAL EQUIPMENT Tt3 CONDENSATE NEUTRALIZATION KITS. CONDENSATE FROM NEUTRALIZATION KITS SHALL BE DISCHARGED INDIRECTLY THROUGH AIR GAP TO NEAREST FI-OOR DRAIN. 5. ALL PLUMBING FIXTURES WITH QUICK CLOSING VALVES ON DOMESTIC COLDIHOT WATER SHALL BE PROVIDED WITH WATER HAMMER ARRESTOR. 6. ALL PLUMBING FIXTURES SHALL BE VENTED BY PLUMBING CONTRACTOR PER IPC REQUIREMENTS. 7. NEW GAS METER TO BE PROVIDED. GAS METER TO BE LOW PRESSURE (I.E. LESS THAN 14" W.C.) GAS METER LOAD IS 90 MBH (-111 CFH). LONGEST EQUIVALENT LINE LENGTH OF PIPING IS 65 FEET.GENERAL CONTRACTOR SHALL VERIFY THAT INSTALLED GAS METER CAN ACCOMMODATE GAS LOAD OF 111 CFH MINIMUM. REFERENCE GAS PIPE SIZING CALCULATIONS TABLE ON P2-1 FOR MORE INFORMATION. 8. PLUMBING FIXTURE MANUFACTURERS AS SCHEDULED ON PLUMBING DRAWINGS ARE SUGGESTED MANUFACTURER'S AND MODELS. UNLESS NOTED OTHERWISE DUE TO OWNER/CLIENT REQUIREMENTS AND PREFERENCES. PLUMBING CONTRACTOR CAN SUBMIT EQUIVALENT FIXTURES FROM MANUFACTURERS THAT DIFFER FROM SCHEDULED PLUMBING FIXTURES. ALTERNATE MANUFACTURERS OF PLUMBING FIXTURES WILL BE REVIEWED FOR EQUIVALENCE OF PERFORMANCE AND FUNCTIONALITY BY ENGINEER. PLUMBING FLAG NOTES: 1. PROVIDE ISOLATION VALVE ON MAIN X4" O DOMESTIC COLD WATER LINE FEEDING HOSE BIB. LOCATE ISOLATION VALVES AT HEATED LOCATION UPSTEAM OF HOSE BIBB TERMINATIONS. 2. ROUTE 314"0 CONDENSATE DOWN TO FLOOR DRAIN. DISCHARGE INDIRECTLY THROUGH AIR GAP SIZED PER 2015 IPC. 3. 314"0 TYPE L COPPER CONDENSATE DRAIN SLOPED 1/8" PER 12" TOWARDS DRAIN. 4. DOMESTIC COLD WATER ENTRY 34-0 REDUCED PRESSURE 13ACKFLOW PREVENTER AND PRESSURE REDUCING VALVE STATION. REFERENCE DETAIL ON SHEET P2-1. l 1-114" 0 GAS LINE CONTIN S REFERENCE CIVIL DRAWI FOR CONTINUATION. `` J: -111 CFH DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMIESION OF THE DESIGNER. THE DRAWINGS AND 8PECIPICATIO146 ARE INSTR(1MENiS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED DR NOT. THESE DRAWINGS, AND SPECIFICATIONS SHALL NOT 9F USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER, U � L d U) ui E: W CD U Li] T M 00 d a o00 w 70 �- O O cV j O O CU c E� 3 � c L O M U' CL CL w ❑ Z W-- w 0�� U] O Q < O Q Q v) C) U z Z w �� U �U) W Z ❑ Q LL cc::)) O � W r Z W O O Z w �J V DATE: ISSUED FOR: 10121Y2021 PERMIT 01118= REVISION #1 PERMIT DATE: 10/01/2021 JOB NO: 21-245 DRAWN BY: BCE CHECKED BY: BCE SCALE: AS SHOWN SHEE MBE"" Pl-2 PLUMBING FIXTURE SCHEDULE PIPING CONNECTIONS FIXTURE NO. DESCRIPTION MANUFACTURER MODEL TRIM OPTIONS -ACCESSORIES 5fW VENT C.W. HW PROVIDE NICKEL BRONZE SQUARE STRAINER, MECHANICAL TRAP SEAL EQUIVALENT TO J.R. FD-1 FLOOR DRAIN J.R. SMITH 2O05 3 2 - _ SMITH QUAD CLOSE TRAP SEAL FLOOR MOUNTED STAINLESS STEEL UTILITY SINK. PROVIDE WITH P-TRAP, 1/4 TURNS, STRAINER, SK-1 SINK WHITEHAUS WHLS2020-NP PROVIDE WALL MOUNTED FAUCET EQUIVALENT TO RANDOLPH MORRIS - RMNAB1456 311 211 1/2" 1/2" DRAIN PLUG, INSULATED DOMESTIC WATER CONNECTIONS AND WASTE PIPING, PROTECTIVE INSULATION JACKETING. PROVIDE SINK WITH ISOLATION VALVES ON MAINTENANCE SIDE OF 2 HR WALL. HB-1 FREEZE PROOF HOSE BIB WOODFORD B67 _ _ 3/4 _ PROVIDE WITH LOCKING BOX, ANTI -SIPHON, FREEZEPROOF. COORDINATE FINAL LOCATION AND STUB LENGTH WITH LOCATION IN FIELD. HB-2 INTERIOR HOSE BIB WOODFORD 24 - - 314" - PROVIDE WITH ENCLOSURE, ANTI -SIPHON, MILD WEATHER HOSE BIBB, METAL WHEEL HANDLE. COORDINATE FINAL LOCATION IN FIELD. PLUMBING SPECIFICATION 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PREFORMED IN STRICT COMPLIANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST EDITION), ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY AFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED AS EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ARCHITECTIENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. DOMESTIC WATER SUPPLY PIPING A. UNDERGROUND: PROVIDE TYPE "K" SOFT DRAWN COPPER TUBING WITH BRAZED CONNECTIONS. B. ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWN COPPER TUBING WITH 125 PSI SOLDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER TO BE "NO LEAD" TYPE. C. ALL HOT WATER PIPING TO BE INSULATED WITH 1" FIBERGLASS INSULATION D. ALL COLD WATER PIPING TO BE INSULATED WITH 2" FOAM INSULATION 5. SANITARYISTORM DRAINAGE AND VENT PIPING A. ABOVE GRADE: -2" BELOW: SCHEDULE 40 GALV. STEEL PIPE WITH SCREWED ENDS OR SOLID CORE SCHEDULE 40 PVC WITH SOLVENT JOINTS OR DWV COPPER WITH SOLDER JOINTS. ALL SOLDER TO BE "NO LEAD" TYPE. -3" AND ABOVE: SERVICE WT. CAST IRON WITH NO -HUB OR BELL AND SPIGOT JOINTS; OR SOLID CORE SCHEDULE 40 PVC WITH SOLVENT JOINTS. B. BELOW GRADE: SERVICE WT. CAST IRON WITH NO -HUB OR BELL AND SPIGOT JOINTS; OR SOLID CORE SCHEDULE 40 PVC WITH SOLVENT JOINTS. C. PVC PIPING SHALL NOT BE USED IN AIR PLENUM CEILINGS AND SHALL NOT CROSS FIRE RATED WALLS, CEILINGS, OR FLOORS. D. DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL HAVE LONG TURN FITTINGS. E. DRAINAGE PIPING 3" SIZE AND SMALLER SHALL RUN AT A UNIFORM GRADE OF AT LEAST 4" PER FOOT. AND PIPING LARGER THAN 3" SHALL BE RUN AT A GRADE OF NO LESS THAN e" PER FOOT. F. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES, G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASHING OF THE: VENT PIPING RUN THROUGH THE ROOF. H. PVC USED TO BE SOLID CORE TYPE SCHEDULE 40 PVC. 7. PIPE SUPPORTS A. ABOVE GRADE: ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE AND PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL BE A S SPECIFIED IN INTERNATIONAL PLUMBING CODE (LATEST EDITION). B. BELOW GRADE: EARTH SHALL BE EXCAVATED TO A MINIMUM DEPTH WITH AN EVEN SURFACE TO INSURE SOLID BEARING OF PIPE FOR ITS ENTIRE LENGTH. -INTERIOR: THE PIPE SHALL BE INSTALLED (UNLESS OTHERWISE SPECIFIED) A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE SLAB AND SHALL NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT ANY POINT. -EXTERIOR: THE WATER PIPE SHALL HAVE A MINIMUM OF 60" OF COVER AND THE SANITARY WASTE PIPE SHALL HAVE A MINIMUM OF 24" OF COVER. 8. MISCELLANEOUS A. COORDINATE INSTALLATION OF ALL ROOFS FLASHING AT ROOF PENETRATIONS. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS AND DIMENSIONS AT THE JOB SITE. C. THE PLUMBING PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURER'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION. THE EXACT DIMENSIONS OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT THE AVAILABLE SPACE. 9. TESTING A. PLUMBING SYSTEM SHALL BE FLOW AND PRESSURE TESTED IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST EDITION). 10 GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTORS EXPENSE. B. FOR THE SAME PERIOD THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. FLANGE ELECTRIC WATER HEATER SCHEDULE EQUIPMENT NO. CAPACITY RECOVERY @ 90 DEG. F. RISE BTU/H WATER CONN. HEATING ELEMENT KW VIPHIHZ MANUFACTURER & MODEL OPTIONS/ACCESSORIES WH-1 7 GAL 6.8 4,913 3/4" 1.44 120/1/60 BOSCH - ES8 NOTE-1 NOTES: 1. PROVIDE WITH ASME TIP RELIEF VALVE PIPED FULL. SIZE INDIRECTLY TO NEAREST FLOOR DRAIN, ISOLATION VALVES ON ALL DOMESTIC WATER CONNECTIONS, KIT TO SUSPEND FROM STRUCTURE, BRAIDED .STAINLESS STEEL FLEXIBLE CONNECTIONS ON DOMESTIC COLD AND HOT WATER, VISIBLE THERMOMETER ON DOMESTIC HOT WATER OUTLET, MAGNESIUM ANODE ROD. PUMP SCHEDULE MOTOR EQUIPMENT NO. SERVICE LOCATION GPM HEAD (FT.) MANUFACTURER & MODEL OPTIONS/ACCESSORIES WATTS RPM V.IPH.IHZ. HP AMPS SP-1 SANITARY WASTE BASEMENT 34 60 - 3450 208/1/60 2 20 ZOELLER - MODEL 842 NOTE-1 NOTES: 1. PROVIDE WITH 36"Ox48"DEEP FIBER GLASS BASIN, THREE (3) SWITCH FLOATS AND WEIGHTS WITH DUPLEX CONTROL PANEL - NEMA 4X, BASIN LID, DUPLEX GRINDER PUMPS, INLINE CHECK VALVES, UNION COUPLINGS, ISOLATION VALVES, STAINLESS STEEL RAIL SYSTEM. 3/4" BY—PASS PRV 60 GA. PSI GA. it 3/4" REDUCED HOSE END PRESSURE BACKFLOW PREVENTER 07 HOSE END FLOOR 3/4" WATER SERVICE 8 'c.\ . C.v. 8 o \� AIR GAP FLOOR DRAIN 3/4„ NC GAS PIPE SIZE CALCULATION PROJECT:21-245 GLENWOOD CAVERN'S COASTER DATE: 9/17121 L.L. FEET BTUIHR TO CFH QUANTITY EQUIPMENT # EQ. MBH TOTAL MBH TOT BTUIHR EQ CFH TOT EQ CFH 50 804 1 GUH-1 30 30 30000 37.3 37.3 L.L. +30% FIND BTUIHR TO CFH FROM BOILER HOUSE JOURNAL 1 GUH-2 30 30 30000 30000 0 37.3 37.3 0.0 37,3 37.3 0.0 65 1 GUH-3 30 30 0 0 0 0 0 0 0 0.0 0.0 TOTAL MBH TOTAL BTUH TOTAL CFH 90 90000 111.9 ADJUSTABLE COLLAR WITH 1-518" T ADJUSTMENT TO 4" DEEP SEA P-TRAP 3/4" DRAIN VALVE HOSE END DOMESTIC WATER PRESSURE REDUCING STATION DETAIL NOT TO SCALE $ (NILKtL t5NUNLt UKAIt) ER TO PLUMBING ACCESSORIES CIFICATIONS. NISH FLOOR OR TILE MEMBRANE FLASHING AS REQ. 3RANE ANCHOR FLANGE MECHANICAL AREA FLOOR DRAIN NOT TO SCALE COLD WATER SUPPLY NEW BUILDING DISCONNECT PUMP POWER SUPPLY CONTROL & ALARM POWER SUPPLY (SINGLE PHASE 41@ GATE VA UNICHECK VAI SAME SIZE AS DISCHARGE PI UN 4" SANITARY SEWER HUB II` FLOAT SWITCF BRASS CLEANOUT PLUG W/ COUNTER SUNK HEAD. FINISHED GRADE 16'ISQUARE CONC. PAD TROWEL SMOOTH AND EDGE. 1/8 C. 1. BEND C.I. WASTE LINE. LENGTH TO SUIT. WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CLEANOUT TO GRADE NOT TO SCALE -ALARM LIGHT -ELECTRICAL ALTERNATOR CONTROL PANEL INDICATOR LAMPS (INSIDE ENCLOSURE) TOGGLE SWITCHES (INSIDE ENCLOSURE) " `^" DISCHARGE IECT TO MAIN ARY LINE ON NIT MIBERGLASS BASIN 'ON" ALARM BELL "ON" 3 =LOAT SYSTEM "ON" LEVEL PUMPS ALTERNATE OPERATION EACH CYCLE MAXIMIZE BASED ON DEPTH AND VOLUME OF BASIN V fSlltl3..lCfS I-UMP GENERAL NOTES: 1. MINIMUM OFF LEVEL FLOAT SHALL BE A MINIMUM OF 6" ABOVE BOTTOM OF SUMP. OFF LEVEL FLOAT SHALL BE ABOVE PUMP INLET. 2. ON ALARM FLOAT SHALL BE LOCATED 3" ABOVE LEAD FLOAT. AND 2" BELOW SANITARY INLET INVERT. 3. RECOMMENDED SCOURING VELOCITY 5-10FT/SEC. MINIMUM FLOW 2FTISEC. DUPLEX GRINDER SEWAGE EJECTOR DETAIL NCTT: .-ALE DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND 5PECIFICATIONS ARE INS:RJMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR 'lMIOH THEY ARE MADE IS EXECUTED OR NOT THESE DRAWINGS SPECIFICATIONS SHALL NOT BE USED BY ANYONE AND ON ANY OTHER 116JECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRE$$ED WRITTEN PERMIs'SION OF THE DEEIGNER, U C Q) a 0 W C W U C) � O] .« co Q O o~a W In °6 o o c\1 ±J O O c) c c ti U `z =I c: ai L U a) m O _c 2 co m Lu O Z W < De— Q of O `W V J "-"I �C JO U Q O � cf) tiJ J U) W Z W Z Cr W Z 0 CO ❑ > Q c) LL O 0 W aZ LLJ ❑ ❑ � J O 0 O Z LLJ V DATE: ISSUED FOR: 10f21f2021 PERMIT 01/18/2022 REVISION #1 PERMIT r � 4 A... DATE: 10/011202 t JOB NO: 21-245 DRAWN BY: BCE CHECK BY: BCE SCALE: AS SHOWN T NU. ARC 2-1 eP_111110p, Janus f8:08:51am "' § s €ir Know what's below. _ o"-° , €6, ,�, - i .. DE O EX. CDNC. PRESERVE AND - \, Call before you dig :- A 1, �I . — .1— - �``` � .� .�" RE INING WALL 'PROTECT BUILDING -�i ,,6e - - REMOVE 6 PVC - �� _ " " Oi �`', DRAIN PIPE / f , - V v' / -/•,. \ ` ..-I. ,. :,o: v. w.., ��= DEMO RET. WALL OHO - _VQ�0' FA... SALVAGE BLOCKS jel , / _ . „F ' FOR REUSE ,;,. �_ x ��� -�. /: : •�p0/ ' y - - , rn - - - _ - , JV / DEMO Ex. STEEL . ` 1, - i 0 \ ' 000 -_ j 6, l T STAIRS. SALVAGE .. SCAI_,L; 1 FOUNDATION SYSTEM'-,r` 0I�/ 1 DEMO EX. SHADE �Og . C: O" ,,,q�. 20 10 L' ` I,rn, ;:: COVEREDRAREAD O�- i. I 3 A Ye.�1 � / fry / /`�1 / - i _ U .. .... ... .... .. — _ 1 ,`1 ,�.' � et:. I / r O� / � lAn°{eL . - / FAR Y ` I /r V !' .- i " ' i �`,il , I / l , r 9\ ad DEMO BUILDING , _, I.1 � � . - - - ..- ` II °►� ° o `a�� q- ��� - KtC 1 � . I ,� _,- , 1,.,.I I � � _I.1L1-. I.1 I " , ..1I I_i. 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PAD m . : i!�� P �` ROTECT Z , PRESERVE AND + ', ❑ 0] GONDOLA TOWER AND BASE ' + DEMO EX. SNACK SHACK AND . +k '1 � � TILITIES... _ . . - - ND / ,' t Q / / � ;,� I SALVAGE EQU PMENT PERU j / / i yk DIRECTION DF ARCHITECT/OWNER �C / - L � i' / i I. o / AWGUT RETE,t �97t' S GQNC ` - _- I p } & / / �- +1 RELDCATE GAS, ❑ ❑- RETAINING WALL I , o / & � O`� ,l � F BE WATER � o % _�� 1 ',9 // " / i �� AND DISPOSE OF SEPTIG Q I s " \ , / PUMP, DEMO. N / . , ,' �\/ PUBLIC °' .1 , - -^ , PRESERVE AND PROTECT TANK PER APPLICABLE 6.', 7. +n - - l GONDOLA CABINS, CABLES, t HEALTH AND ENVIRONMENTAL CODES PRESERVE AND CONC. ' I. AND OVERHEAD EQUIPMENT �,cs' PROTECT RETAINING WALL II �- ` I OF SEWER PIPES s5 , ` ` + , 1_ I ` ` r DEMO PPL{CABL PUBLIC HEALTH I �/ --- I I 1 1 PER A \ , ' - - ____I _ 1 , : CUT SEWER PIPE �yoe< AND ENVIRONMENTAL CODES — - II , • ` �_ AND REMOVE / , , \ l 1` a / BETWEEN CUTS G ! i i - _ - \ , I I = % % t PUMP, DEMO, F SEPTIC \ i I ; TANK PER APPLICABLEP PURL C I 1 \ 1 ,, I 1 , > HEALTH AND ENVIRONMENTAL CODES � . i I RELOCATE - \ \ \ \ \ J 4WER PRESERVE AND PROTECT III \ \ \ 1 I SEWER LINE AND CLEANOUT • \ \ REMOVE FENCE e `\ \ \ TRANSFORMER TO BE REMOVED. p '° • I}I \ \ �` `, \ CONTRACTOR TD COORDINATE WITH PRESERVE AND `, \ ' . \\ o" D CITY OF GLENWOOD - . . • .. -1 / tl 1 \ \ ,\ SPRIN SA #970.384.6353 I, � PROTECT SHED `, I �,\ ,\ - \ , - - O ri :Stairs.. ,: r� �'^' �, . CIF WEEKS PRIOR TO NEED. `. V 1. , F,, W \ \ %, % REMOVE BOULDERS AND \ SALVAGE FOR REUSE o A, o �, \` I � PRESERVE AND PROTECT BLOCK t: . ; - _-T. -- • B,. °,r / \ \ WALL. WALL AND BLOCKS TO 1 ss _ �te�e \ 1 y \\ , f;, : �. a o, m a; .y/ \ \ TO BE ABANDONED IN PLACE z� \ �• PRESERVE AND PROTEOT . \ ,' . � - . 1\ - . - \ ' \ . . , /1 i EXISTING GREASE TRAP . DEMO CONFLICTING BLOCKS I gei,. • ; . • - widen E 4- foot bridge , \ ( _ '3 PRESERVE AND PROTE cT FENCE - l - o 0 6 _ �. > . \ ELECTRIC MANHOLE \ -� ay \ \ \. o \ , . \ \ \ , \ ;w ., _ - . \ , s tiO. r i - \ ' . .. , \ CUT AND REMOVE WATER " . \ � "\, . .. ; . -',', �, � ` • • � � . • / I covered RELOCATE FORCE SEWER , , ' , _ REMOVE, RELOCATE, - Theater LINE FOR NEW CONNECTION . - \ \ \ PRESERVE AND Entrance LINE FOR NEW CONNECTION \ \ \ `. ' . \ \ \ & OR ABANDON PVC d; _- . \ I ' / PROTECT FORCE \.. �:., �, . \ \ \ C , \. \ PIPES AND STUBS. \ . , \ \ \ LINE SEWER i , 1 O , , COORDINATE WITH OWNE R \ ASPHALT .O "w SAWCUT .\ � 'FOR NEED ANp PURPOSE ••� O , _ \ \ \ • ' , PRESERVE AND . \_ \ �h \ \ PRIOR TO CONSTRUCTION 3. ♦ A - \ ♦ - \ , �. - _ , , • ► V,., �t t - °/r ., 6.D• Covered Area \, PROTECT WALL • - w 4 \ - - �� \ - - - ' , - -<r o .A ♦ ♦ ',� - z \ x „� r ♦ - A , ♦ ► - \ AN a PRESERVE D �� � D , A, PRESERVE AND _ S \ \ _` \ PROTECT POWER ♦ \ c 'O_� PROTECT FENCE ioor \ , UP \ F \ \ r , - , , , , , `\ _ \ , \ , , .\ o c REMOVE ASPHALT \` \ BETWEEN SAWCUTS \. - `'e Aori �'e \ � y Qo. ,� \ REMOVE FENCE \ \ - \ , s / , \ •3 \ o O ♦ 0 e \ \ /f \ , r Cz \ . \' Chiidren's S° \ \ \ REMOVE FENCE rd pit \` and Fossil Di 0 \ REMOVE FENCE , \ \ \ \ ♦ \ o - �ti \ \ n , , \` 0 o,s s,\,, o ti. \ \ r \ \ \ 0 0 \ c' A HALT ♦ \ , \ ` AND \ SAWCUT SP , O PRESERVE ,. \ , \ / �D \ ,\ �` ° \ \` �\ \ PROTECT FENCE �S' ` e, cS r \ �S o . , ,\ \ \ S �` ° D \. - \ d \ ' \ 1 . o o` \ \ . \ PRESERVE AND \ , , ,\ , . o� ,\.\ a \ , \ \ . , G \ OTECT UTILITIES \' W o \ 4' ' , 7 , ♦ \ G ' G ,O . \ \ G \ ' _ o PR � TO MINE DROP � . Sys \ / \ • \ \ ., / , - \ -s \ . ,� . ; 0 `� o 0 _ \ \ ` \ ` " _ ` , \ O` ids . I \ \ ` `\ -\ \, .. „A \ _ %ry % ' O ` \ \ \ \\ , � o / pL \ \ \'', \ - st c , �, - _ . - .. 6 \ \. V \ _A �I,-,o � , 6 ,, ♦ \ , \ \ ,\ , \ �r \ 1 ° 7 Ao �c 6' O _ h a ,9 9 \ O o LE ENI] G HATCHING G \. , \ e s� \ \ `\ \ q -A :\ 6 'O \ \ \`` 'mow \ ° \ ,. _. S . _ \ \ - �` .° \ / \ �` \ ,. \ ' �, . \ . `\ \- ASPHALT PAVEMENT TO BE REMOVED \ \ ,. / --.I ,, .,- �I . I -�, % I .- ., - '�1. , I",'. '. .I.I�1I,I ..\ ," ,�I1. .-II 1-, I , \ ,I,�I1I.- '� .I �I 1.1-�"-.� I _%- �I. �I-"�I ._,,-, � ,,, , .1 - , I--�I� ,-I. :, �..I I '. . .I � 1, ,. I1. ,11, � ,.1:_- ., . . ,`-I,1 I'I.. 1-I �. ... _ . -.-� -I. .,. .-, I , 'Iz, - ,.� :.- II-�'_I,L�:� ",. '1I 1II ; .,.I: ,�_II.I ,,. �, I i - _ I I, , � ,� I" -1I. ,I, ', ,_�-, _,.._- � _. '.,/ - I ,_- 1",.--IIII, �_ -. I�� 1-�I . _.,�1, , " I%1'-II ,,, I -. \,`-`., -1, 1I,I ,-, 1- 0� �,II,_..�C-, fI��'�. I _., . 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I-1 I ., _ _ .yC 'A �- orb ,/ °-9 \ \\ ASPHALT PAVEMENT TO REMAIN \ `* \ ' ' .y\// , \ , . \. / /. \\. \_._ - ` „ cw� '(A [Q d Z: I 0 0 ~ a U , c %w (a 0 C cad �7 i 'i _= (jr-)L Z: C 00 z: M■■■1 3 (.) a jr % *0 a0 1 i a� r_ 0 i _ z " a o! �> , = ~ �7 W 2 ; �: cm i 0 z: cm , � r ' WUc' = 0) a L rM M M a ■_ FL =0 aD IIIIIIIIIIIIIIIIIIIIa Lm ■ 3 ■ iiiiiiiiiiiiiiiii 400 Eba r o =� E > mo CC 0 < *a a cn CD ma r L M 0 ad 0 M am :�iw cn 0 ma 4) *a IM o C4 a o co *,a �: 0 CIO ■ice a L) X W W F3 z w V) !� O U w m Lil Q 0 DATE 01 /25/22 SCALE 1 "= 20' ENGINEER C. HALE DWG FILE Coaster JOB 504-009 SHEET Know what's Call be glow. re you dig. see G5 Rp`1.' Np��a�� 0 - i`` ��F pC \a 8 as L � ' e Io1• C �o�aa - 4 ery T u. ��rn� M f`. g' Covered Area GIDDY - UP m y , ` � - \ \ ��I ,� �. ` �� , � .� � off, �• � �� `. �I ��e *i.� f b ` /_ T a r t \ _ C , � e Fi .\ ♦ l t31 m� §' ° \ v � r e l \ n [ Q _ ♦ Chidren` _ •� \ - s Sand pit d Foesl Oi O 9 w t , , \' _ s , IF tip All 4/4 , OS4W\ S 0' iC, r o o. , CQ A► 0 .� B `4 , - � ° L 04CQCI PCo • e- Wca � Z: O 9 c � .o CL co �o NMI W=PLC CK W Lf LC r a Z: Z: O 7 a d W r c A■■1 U aco i � a mo i � m ca W aIx N oa ca � V � c O = V � V) F— Z LLJ Cn � U W Of m w Q DATE 01 /25/22 SCALE 1 `20' ENGINEER C. HALE DWG FILE Coaster JOB 564-009 SHEET >w. I rv%v4 z3r vr[mr_r% r r%vm r" U" V M V L I. - t -.. a CONTRACTOR TO COORDINATE WITH &,SVDQUG HAZZARD, CITY OF GLENWOOD //pI ,' 50+58.23 '' c„ SPRINGS, #970.384.6353 TWO t x .--WEEKS PRIOR TO NEED. CONTRACTOR TO EXCAVATE, PULL WIRE, AND INSTALL CONDUIT. CITY a OF GLENWOOD SPRINGS TO PERFORM 2. a4 F,� ' CONNECTIONS. \ P1: 50+75AD I � STACKED BLOCK WALL r 1 - m r� rr , 1 1 / Pt: 40 ' c S7 COA$ INO, Si b 1�a / '6ERc sCk b r rn' r LFC b� �4 d�9R c u , d WATER/SEWER s CROSSING s 14 04.38, a J aaPE o� 51+1 .38 7 PI,: �1+16.38LI l ' T Irk 12„ RCP . . �E " rJr f ' EP: 41+36.56 Y� l STi 1 f GR, INV SUI PROPOSEE r CONTRACT OF BLACK J #1.719.201 NEED TO + - O I gg' 11111111M.- VERTICAL CONTROL LINE C REPLACE TOPSOIL ON FILL AND CUT SLOPES Existing Ground-71 - �. 21+00 -- 7090+ 70707 i 7060 - 705 CUT DITCH _ - - OF BLACK HILLS ENERGY #1.719.208.3577 TWO WEEKS PRIOR TO NEED TO COORDINATE CONNECTION. 2:1 CUT SLOPE REMOVE AND STOCKPILE TOPSOIL 5 DEPTH FROM EXISTING GROUND 4" ASPHALT TYPICAL SECTION 8 B22 GOO E 0 ao 0 cQ 00 0M __ _ _ .. ... ... ..... ... .... .. ............ ..... .. .... ... 00 �0 00 (D + NO N^ PVI STA: 21+37.59 PVI. STA:21+.75.00 ..a .. w iI PVI ELEV: 7064.91 PVI ELEV; 7064.54 v 0 K: 2.00 K: 2:.00 m w w U) - LVC: 22.30 m LVC:13.99djW < Ld �D 6 !- r-00 OOm Oa) m tfS P6 m 4 Gd � Net Lj Il-- V CO - -- 0 - m 07 - +N Gm7� N NO N NO N _i �U ' Ld V V7 , ry --•, W Q -- -- - �m ALL► U i h ��,, --- m LLI _ - m LLI 6.00% O N N TWO 2500 GALLON ONE COMPARTMENT SEPTIC TANKS PER VALLEY PRECAST OR APPROVED o ` EQUAL. TO BE CONNECTED IN SERIES. CONNECT TO EXISTING SANITARY SEWER FROM SEPTIC TANK WITH FITTINGS AND/OR BENDS AS^NECESSARY. ^INVT= 7052f. HATCHING LE., END SUMP ELEV = 7065.00 ASPHALT PAVEMENT STACKED BLOCK WALL '�ni=Ift THREE PHASE POWER TRANSFORMER. CONTRACTOR TO COORDINATE WITH ; (DOUG HAZZARD, CITY OF GLENWOOD SPRINGS, #970.384.6353 TWO --WEEKS PRIOR TO NEED. rnAlTPArTnA Tn rVrAWATr Or III SCALE 1u D 10 rmmm6mmv Know what's below. Call before you dig. ,BUILDING, SEE C7� 4" PVC SEWER PIPE AND 4" a / DOUBLE CLEANOUT INV = 7069.5f gyp. y` SEE MECH DWGS FOR CONTINUATION STEEL STAIRCASE TO BE DESIGN BUILD BY OTHERS. CONTRACTOR TO TAKE FIELD MEASUREMENTS TO VERIFY ELEVATIONS. CONTACT ENGINEER FOR DESIGN ALTERNATIVES IF NECESSARY 24 00 �7000 O o HORZ: I" — 10' N - �s PVI STA:23+40.90 = - - - - - - - PVI ELEV: 7D74.96 UE R T: 1 - IL _ ...... H N H O K: 2.00 U) a, cn o LVC:13.01 x Y PV1... STA:..22+65.65 - - - W w O PV1 ELEV: 7071.57 Z Existing Ground CL 00 m m K:2.00 W II w u - - t�± o - _- 3_. o--- -- o- - a� --- �- < w 7080 ,ter* �n Xw c� w g.00% r_ir-rcuno oonou o lf) (3) N tf? r PO r m Of N • N N zo N. .... - -- _ -' _ -, _ - ....... -H + o +. a - FINISHED GRACE 0 CL U m w GRADE BREAK STA = 23+97.05 w}+ +! N N n N u -' m w - ELEV = 7069.500 �OZ...........�m +I � Ni+� - N - - .. __ 04 W .. v E. N ............. ? __- -2:00% 0 + N m w {1j U Uj U to ,- Q + LLJ � } N It + ii � m j m 4.50% �� .......�vi5 aN� �� ¢� a Q)(L REFFEGT POWER LINES TO PROVIDE - - - ARA:R0N-------- - , DEFL€GT GAS & FIBER LINES TO PROVIDE SEWER - SEPARATION - - .......165 LF 4" PVC pR2fi SANITARY p P oz � z a m +LLI z O LLI M 7 O m O m mLLI N ............. w nm +i3 z NJ Nd N� ❑ Z � +U N� Nli +U rust 7 SF-*R, �� "IN. D__ 2500 SINGLE w U In U N 7 N 1 mLLI H Q 2 }yDP ORi1 FARCE KS �NMSERIESEPTIC . M m N N tz a �? VS N - N m � N U} U Z ENCASE SEWER LINE cy a a �^ 85 I� 2- I d 11 + j IN CONCRETE FOR .� V) N Z© 0 S J N fl WATER CROSSING Q X N � a Ix m Fp Vj ENCASE- SFWF tIN - - -- a ifi O d - - — LLI IN CONCRETE FOR H 04 O Wa Z m WATER CROSSING N N p o a GRADE BREAK STA = 23+00.00 P rci +: ...a 3 m +I ELEV = 7067.559 + o M a - +;,� -- - - GRADE BREAK STA 22+50.00 n CL F_ - o `—' z ac o N rx m ELEV = 7065+143 `� Of u O ail? np�` �� Q �}i ~Z _ — I! = w rn cp ,� m I- O ....... v1 CD I- z 0 4 + o cn a + m GRACE BREAK STA — 22+34.50 .................. w m< m N N �" ELEV = 7064.833 aCA 0&j n LnN 00 00 00 z 0 Nz Z C) z ,n Lw . ....... aw � rn_j u} � ro N LLI J m V) O '070 7060 .7050 a 0 W 6 c!) m o C w N V) Uj w � • � _ a i , a I I C I N Cod wBiC rn `o i = 00 ; c ) G c z: z: •_ 'O W L o z: rr�_ v E . � N c ;Q> N U00 1 cc 60 ■ Illlw ca cu Cc L rtr CU co ICU CL CC CL m 0 0 m F- Z W O U W rr rb LJ i- Q 0 DATE 01 /25/22 SCALE H o rz. 1 "— 1 Vert:1 "=5' ENGINEER C. HALE DWG FILE Coaster JOB 5 6 41r4Q9 SHEET 22+00 23+00