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Home My WebLink AboutPlansabbreviations general notes project information project directory drawing list AFF Above Finished Floor (N) New AD Area Drain NIC Not In Contract ARCH Architect(ural) NOM Nominal BLDG Building NRC Noise Reduction Coeff. BM Beam NTS Not To Scale CFO Contractor Figure Out NO OR # Number CIP Cast -in -place CA Overall CJ Control Joint OC On Center(s) CL Center Line OD Outside Diameter CLG Ceilin OPG Opening CLR ClePance) OPP Opposite CLO Closet OSB Oriented Strand Board COL Column PT, PTD Paint(ed) CONC Concrete (Cast -in -place) PERF Perforate(d) CMU Concrete Masonry Unit P.LAM Plastic Laminate CONT Continuous Or Continue PL Plate CPT Carpet(ed) PLY Plywood CT Ceramic Tile P.T. Pressure Treated DIA Diameter PR Pair DIM Dimension PVC Polyvinyl Chloride DS Down Spout PSF Pounds Per Square Foot DWR Drawer PSI Pounds Per Square Inch DWG Drawing P.L. Property Line EA Each R Riser EJ Expansion Joint (R) Remove EL Elevation RA Return Air ELEC Electric(al) RCP Reflected Ceiling Plan ELEV Elevator RD Roof Drain EPS Expanded Polystyrene (Ins.) RE Refer To EQ Equal REF Refer(ence) EQUIP Equipment REFR Refrigerator EXH Exhaust REG Register EXIST Existing REINF Reinforce(d), (ing) EXP JT Expansion Joint READ Required EXT Exterior RESIL Resilient FA Fire Alarm PET Return FACP Fire Alarm Control Panel REV Revision(s), Revised FD Floor Drain PH Right Hand FIE Fire Extinguisher RM Room FIN Finish(ed) RO Rough Opening FLR Floor(ing) ROW Right Of Way FLUOR. Fluorescent SC Solid Core FO Face Of SF Square Foot/Feet FOF Face Of Framing SHT Sheet FR Fire Retardant SIM Similar FT Foot SPEC Specification FTG Footing SQ Square FDN Foundation SS Stainless Steel GA Gage, Gauge STC Sound Transmission Class GALV Galvanized STD Standard GC General Contractor STL Steel GWB Gypsum Wall Board STRUCT Structural HB Hose Bibb T Tread HC Hollow Core TBD To Be Determined HDW Hardware TEMP Tempered HDWD Hardwood THK Thick(ness) HDR Header T&G Tongue And Groove HM Hollow Metal TOC Top Of Concrete or Curb HORIZ Horizontal TOS Top Of Slab HT Height TOW Top Of Wall H High TPO Thermoplastic Olefin (membrane) HP High Point TYP Typical HR Hour LINO Unless Noted Otherwise HW Hot Water VB Vapor Barrier HVAC Heating/Ventilating/Ac VR Vapor Retarder ID Inside Diameter VERT Vertical IN(") Inch VG Vertical Grain INCL Include(d), (ing) VCT Vinyl Composition Tile INSUL Insulate(d), (ion) W/ With INT Interior W/O Without INV Invert WC Water Closet JAN Janitor WD Wood JT Joint W/D Washer / Dryer KO Knock Out WP Waterproofing LAV. Lavatory WT Weight LH Left Hand WWF Welded Wire Fabric L Length XPS Extruded Polystyrene (Insulation) LP Low Point MATL Material(s) MAX Maximum MECH Mechanical) MFR. Manufacture(r) MH Manhole MEMB Membrane MIN,(') Minimum, Minute MISC Miscellaneous MO Masonry Opening MTD Mounted graphic symbols + 464 NEW OR REQUIRED POINT ELEVATION + 461.0' EXISTING POINT ELEVATION (PLAN) '268- EXISTING CONTOURS ELEVATION NOTED ON HIGH SIDE 320 NEW CONTOURS ELEVATION NOTED ON HIGH SIDE TB 1 TEST BORING le� "ELEVATION zk'k�r, REVISION O^ WINDOW TYPE 4 COLUMN REFERENCE GRIDS WALL, FLOOR OR ROOF W 1 CONSTRUCTION ASSEMBLY 01 KEYNOTE 1. General Contractor shall review all documents and report any conflicts or omissions to the Architect for clarification prior to performing the work in question. 2. General Contractor shall verify all dimensions, grades and site conditions prior to commencing work. 3. DO NOT SCALE DRAWINGS. Dimensions shown take precedence over scale shown on drawings. 4. Maintain dimensions marked "CLEAR." Allow for thickness of finish materials. 5. Except where specific dimensions are indicated, the locations shown on the plans for plumbing fixtures, mechanical equipment, ducts, piping and fittings are approximate. The exact locations shall be determined by the contractor in accordance with manufacturer's recommendations and approved submittals, subject to approval by Architect. 6. Contractor shall furnish and install all stiffeners, bracing, blocking and supporting brackets required for the installation of all casework, toilet room fixtures and accessories, and all wall -mounted or suspended mechanical, electrical or miscellaneous equipment and furnishings. 7. General Contractor shall review Geotechnical Report furnished by Owner and shall obtain approval of subgrade by Geotechnical Engineer prior to placement of concrete footings. B. The Drawings and Specifications (i.e.; Architectural, Structural, Civil, Mechanical, Electrical, etc.) are complementary. Items shown in one location in the drawings shall be considered to be requirements of the Contract for Construction. In the event of a discrepancy between the Drawings and Specifications or between different disciplines, the Contractor shall seek clarification or interpretation from the Architect. Where inconsistencies are not clarified prior to bidding the Contractor shall provide the better quality or greater quantity of work. 9. All dimensions are to face of stud, block, or concrete, unless noted otherwise. 10. Finished floor elevations are to top of concrete slab, unless noted otherwise. 11. Ceiling height dimensions are from top of concrete slab to face of grid for acoustic panel ceilings and to face of finish for other materials, unless noted otherwise. 12. All dissimilar metals shall be effectively isolated from each other to prevent galvanic action by means of coatings, membranes or other appropriate measures. 13. Provide access panels for mechanical and electrical equipment as required by applicable codes. All access panels shall be concealed and locations shall be confirmed with the Architect prior to installation. 1 BUILDING OR WALL SECTION A8REFERENCE DRAWING NUMBER B A 1 ELEVATION NUMBER q7 1 REFERENCE DRAWING NUMBER 420 INTERIOR ELEVATION MARKER 4/A7Xx SHEET REFERENCE DA2 DETAIL NUMBER REFERENCE DRAWING NUMBER 302 ROOM/SPACE NUMBER DOOR DESIGNATION PROJECT NORTH t 2 5 10 GRAPHIC SCALE (IN FEET) DASH &DOT LINE CENTER LINES FLOOR LINES IN EXTERI�VATIONS, PROJECTED LINES DASH & DOUBLE DOT LINE PROPERTY LINES, BOUNDARY LINES DOTTED LINE - - - _--� - - - - - - ARCHITECTURAL ELEMENT HIDDEN OR ABOVE BREAK LINE DISCONTINUOUS DRAWING PROJECT Carbondale and Rural Fire Protection District West End Station #84 5449 County Road 154 Glenwood Springs, CO DESCRIPTION: Alterations and Additions to Existing One -Story Wood Frame Building. PROJECT ADDRESS: West End Station #84 5449 County Road 154 Glenwood Springs, CO ZONE DISTRICT: Commercial/Limited LOT SIZE: .84 Ac. Approx. PARCEL NUMBER: 2395.014.00.136 LEGAL DESCRIPTION Lot 21 of Section 1, Township 7 South, Range 89 West of the 6th Principal Meridian, lying easterly of the Easterly right-of-way line of the Glenwood Ditch, Garfield County, Colorado. APPLICABLE CODES: 2015 International Building Code 2009 Int'I. Energy Conservation Code 2015 International Mechanical Code 2015 International Plumbing Code 2015 International Fuel Gas Code 20xx National Electrical Code 2010 ANSI/ADA Standards for Accessible Design OCCUPANCY GROUP: B, Business ; S-2 Low -Hazard Storage CONSTRUCTION TYPE: V-B BUILDING AREA: (E) STATION B Occupancy 1,092 square feet* (E) STATION S-2 Occupancy 1,584 square feet (E) CREW QRTR (no work) 1,556 square feet (N) ADDITION S-2 Occupancy 2,290 square feet* TOTAL 6,522 square feet *(Interior space and covered areas: porches, covered walks). IECC CLIMATE ZONE: 513 materials legend EARTH, UNDISTURBED EARTH, COMPACTED BRICK / MASONRY STONE VENEER CONCRETE AGGREGATE BASE COURSE STEEL BATT INSULATION RIGID INSULATION ® WOOD - FINISHED WOOD - ROUGH FRAMING, CONTINUOUS WOOD - BLOCKING, DISCONTINUOUS PLYWOOD vicinity map Owner CARBONDALE & RURAL FIRE PROTECTION DISTRICT 301 Meadowood Drive Carbondale, CO 81623 970.963.2526 Rob Goodwin , Chief rgoodwin@carbondalefire.com Owner's Representative PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. 1038 County Road 323 Rifle, CO 81650 Phil Vaughan, President Architect A4 ARCHITECTS, LLC 242 North Seventh Street Carbondale, CO 81623 (970 963-6760 Brad Zeigel AIA bzeigel@a4arc.com Planner MARK CHAIN CONSULTING, LLC 811 Garfield Avenue Carbondale, CO 81623 Mark Chain (70) 963-0385 Civil Engineer SOPRIS ENGINEERING, LLC 502 Main Street, Suite A-3 Carbondale, CO 81623 970.704.0311 Yancy Nichol, P.E. ynichol@sopriseng.com Landscape Architect THE LAND STUDIO, INC 365 River Bend Way Glenwood Springs, CO 81601 (970) 927-3690 Doug Pratte Julie Pratte landstudio2@comcast.net Structural Engineer KL&A, INC. 215 North 12th Street, Unit E Carbondale, CO 81623 970.510.5704 Dan Doherty, P.E. ddoherty@klaa.com MEP Engineer BURGGRAAF ASSOCIATES, INC 1404 Hawk Parkway Montrose, CO 81401 (970)240-5990 Mark Burggraaf m.burggraaf@bai-eng.biz Lighting Consultant ALPENGLOW LIGHTING DESIGN, INC 4341 County Road 113 Carbondale, CO 81623 970.948-2637 Aaron Humphrey aaron@alpenglowinc.com LV Consultant EPIC HOME INTEGRATION P.O. Box 1872 Basalt, CO 81621 (970) 274-1732 Jason Kohout epichomecorp@gmail.com Contractor PNCI Construction, Inc 553 25 1 /2 Road Grand Junction, CO, CO 81505 (970) 242-3548 Tyler Schreiner tyler@pnciconstruction.com Todd Schmitt todd@pnciconstruction.com A 0.1 PROJECT INFORMATION SITE SURVEY C-1.0 SITE PLAN: EXISTING CONDITIONS/DEMO PLAN C-2.0 SITE PLAN C-3.0 GRADING AND DRAINAGE PLAN C-4.0 UTILITY PLAN C-5.0 DETAILS L 1.0 LANDSCAPE PLAN L 2.0 LANDSCAPE SPECIFICATION IBC 1.1 BUILDING CODE REVIEW PAGE A 1.1 FIRE STATION: SITE DEMO PLAN A 1.2 FIRE STATION: NEW FLOOR PLAN A 2.1 APPARATUS ADDITION: FOUNDATION PLAN A 2.2 APPARATUS ADDITION: FLOOR PLAN A 2.3 APPARATUS ADDITION: ROOF PLAN A 3.1 APPARATUS ADDITION: ELEVATIONS A 3.2 APPARATUS ADDITION: ELEVATIONS A 3.3 APPARATUS ADDITION: ELEVATIONS A 4.1 APPARATUS ADDITION: SECTIONS A 4.2 APPARATUS ADDITION: SECTIONS A 5.1 NEW CONSTRUCTION ASSEMBLIES A 5.2 NEW CONSTRUCTION WALL SECTIONS A 7.1 NEW DOORS A7.2 NEW WINDOWS A 8.1 APPARATUS ADDITION: INTERIOR ELEVATIONS AND PLANS A9.1 APPARATUS ADDITION: NEW RCP S-1.01 STRUCTURAL GENERAL NOTES S-1.02 STRUCTURAL GENERAL NOTES S-1.03 STRUCTURAL TYPICAL DETAILS S-1.04 STRUCTURAL TYPICAL DETAILS S-1.10 STRUCTURAL MSB REACTION PLAN S-2.01 STRUCTURAL FOUNDATION PLAN S-2.02 STRUCTURAL ROOF FRAMING PLAN S-3.01 STRUCTURAL DETAILS S-4.01 STRUCTURAL DETAILS M-1 HEATING AND VENTING FLOOR PLAN P-1 PLUMBING FLOOR PLAN M-SPC-1 MECH. / PLUMBING SPECIFICATION M-SPC-2 MECH. / PLUMBING SPECIFICATION M-SPC-3 MECH. / PLUMBING SPECIFICATION M-SPC-4 MECH. / PLUMBING SPECIFICATION E-1 ELECTRICAL POWER PLAN E-SPC-1 ELECTRICAL SPECIFICATION E-SPC-2 ELECTRICAL SPECIFICATION A/V 1.1 NETWORK PLAN L 000 LIGHTING: LEGEND S4R�■ Refor to pAgGlOW190hRawlts for Garfield County Building Requirements and comprehensive list of Plan Review Notations. APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDIN13 DEP R1 MENT DATE G W ?-0 BYPAWO _ FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of #�C�Gv iv `Ca�lifiaw4 0� P�nrwaf" ag a�at� fio ploing , A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970,963.6760 www.a4arc.com mail@a4arc. com Consultant D AP A;oi+ Stamp Carbondale & Rural Fire Protection District FIRE 0 EMS * RESCUE Owner I WEST EN® STATION #84 5449 County Road 154 Glenwood Springs, Colorado Project 1.28.20 j CD 60% 2.520 ''D 60% REVISED PLAN 4 30 20 CD 90% I 5820 CD100% __::A Ii I N C � C G L to CA m 02 i - - --- r_ �r)JeCI PvO 191U LL C-3 L O7 I � Project information d Ur3 M I� I � r A O.1 C-3a 2O GENERAL UTILITY NOTES IMPROVEMENT SURVEY PLAT W/TOPOGRAPHY OF: CARBONDALE AND RURAL FIRE PROTECTION DISTRICT WEST E ND STATION #84 5449 COUNTY ROAD 154 SITUATED GOVERNMENT LOT 21, SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN \� RIGHT-OF-WAY PER REC. N0.496864 FOUND U.S. G.L.O. 3.25" BRASS FOUND NO. 5 REBAR W/YELLOW 1.25" PLASTIC CAP CAP ON 3.0" IRON PIPE.5' BELOW L.S. 19598 \ SJPSt\ SURFACE STAMPED"T7S R89W L20 S1" "1958" Oatihi��\K 9 FOUND NO. 5 REBAR, NO CAP FOUND NO. 5 REBAR, NO CAP BEARS 553°36'22"E, 1.21' FOUND N0. 5 REBAR, NO CAP BEARS N25°58'35"W, 3.75'� FOUND NO. 5 REBAR W/RED 1.25" PLASTIC CAP STAMPED "5447 KKBNA" OR CONTROL MAP SCALE: 1" = 200' PROPERTY DESCRIBED IN REC. NO. 908776 FOUND NO. 5 REBAR, BENT, NO ti16�6 FOUND NO. 5 REBAR W/YELLOW 1.25" PLASTIC CAP k, T6_ L.S. 19598 O, S p1 FOUND N0. 5 REBAR, BENT, NO CAP BEARS S7°32'30"E, 0.33' PROPERTY DESCRIBED IN REC. NO. 479099 FOUND NO. 5 REBAR W/1.25" RED PLASTIC ILLEGIBLE CAP BEARS S2°24'16"E, 0.35' FOUND NO. 5 REBAR W/YELLOW PLASTIC 1.25" PLASTIC CAP L.S. 14111 BEARS N57°36'40"W. 1.07' FOUND NO. 5 REBAR W/YELLOW PLASTIC 1.25" PLASTIC CAP L.S. 14111 ,PROJECT BENCHMARK, ELEVATION = 5997.09' BEARS N41°45'58"W, 1.45' FOUND NO. 5 REBAR W/1.25" RED PLASTIC ILLEGIBLE CAP BEARS N80°30'18"W, 0.37' COUNTY OF GARFIELD, STATE OF COLORADO. PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 21 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING EASTERLY OF THE EASTERLY RIGHT OF WAY LINE OF GLENWOOD DITCH, GARFIELD COUNTY, COLORADO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID GLENWOOD DITCH WHENCE IN IRON POST WITH A BRASS CAP FOUND IN PLACE FOR THE NORTHEAST CORNER OF LOT 10 OF SAID SECTION 1 BEARS NORTH 55°41'19" EAST 1161.83 FEET; THENCE LEAVING SAID EASTERLY LINE ON A COURSE BEARING SOUTH FOR 220.37 FEE; THENCE WEST 317.97 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID GLENWOOD DITCH; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE OF THE FOLLOWING COURSES: NORTH 52°16'46" EAST 158.09 FEET; THENCE NORTH 57°16'07" EAST 213.85 FEET; THENCE NORTH 58°22'27" EAST 15.31 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO / SEWER MANHOLE " R I M=599S.70' 8" PVC INV OUT (NORTHWEST)=5986.25' 8" PVC INV IN (SOUTHWEST)=5986.73' 8" PVC INV (NORTHEAST)=5990.09' N' TDIAMETER PUMPf EXISTING CONDITIONS LEGEND m ELECTRIC METER OO 15' OO SEWER MANHOLE / `//101, � CURB STOP o e \ �� D— GUY WIRE POWER POLE /O ® IRRIGATION VALVE POSV�FFICE BOX BUILDING AIR CONDITIONING UNIT 5 ® GAS METER Lti3/ s a a YARD HYDRANT / — ut ut — UNDERGROUND TELEPHONE ° 16 a — oe oe — OVERHEAD ELECTRIC G�cLo P� 5�as 5444,000NTY ROAD 154- -..... — ue ue — UNDERGROUND ELECTRIC �" \YYO P 36,666 SQ. FT. —XGAS—XGAS— GAS LINE cdoll�" 0.841AC. +/- as ,. —o a WIRE FENCE O / — x x — WIRE FENCE $ EXISTING SIGN 3 — o o — WOODEN FENCE 5°5 - -- / / h xIRR IRRIGATION LE�I as e 5g99 EXISTING CONIFER TREE s - a 6000 EXISTING ROCK 1D9 363 T SEWER MANHOLE �g0? ', / RIM=5997.88' NE 8" PVC INV IN (SOUTHWEST)=5988.19' 8" PVC INV OUT (NORTHEAST)=5988.07' 51 v d5 ° , _ WOOD MME STRUCTURE '\ FINISHEDPLOOR AT / .. f THRESHOLD=6000.8' O CONCRETE SURFACE (TYP.) ,- 59a ELECTRIC SWITCH /ff GRAPHIC SCALE ti`'Y' / 29.2' SEXISTING WINDOW 'WELL NO Zz p.y r \y FINISHED FLOOR AT ` (IN FEET) THRESHOLD=6000.8 1 inch = 20 ft. _ /\ SINGLE STORY MODULAR HOME 8.0' / Q ELECTRIC METER EXISTING WINDOW WELLS kll e 01%� 28.3' ` h ..__..5999 48.2':..5999. STEPS FOR BUILDING n>n TO SOUTH PROPERTY -"X 0 lT BEARING AS1S OF 0.6' OVERLAP OF BUILDING EVE N90° 00' OO"W 317.97' DECK 13.0' NORTHERLY EXTERIOR WALL OF BUILDING WALL OF SHED The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. RAILROAD TIE BORDER __- ALONG CONCRETE - - OE ` p 24 0 N ' N" w o N1 LO AI 5999 C F m 6000 I CNCRErE " 600 I 0a SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM VICINI I MAP SCALE: I"Y 000' SURVEY NOTES 1) DATE OF FIELD SURVEY: SEPTEMBER 11 & 13; OCTOBER 22, 23 & 31, 2019. 2) DATE OF PREPARATION: SEPTEMBER - NOVEMBER, 2019. 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY, 4) BASIS OF BEARING: A BEARING OF N55°57'41"E FROM A NORTHERLY ANGLE POINT ON THE SUBJECT PROPERTY, MONUMENTED BY A FOUND NO. 5 REBAR W/RED 1.25" PLASTIC CAP, STAMPED "5447 KKBNA" AND THE NORTHEAST CORNER OF GOVERNMENT LOT 20, MONUMENTED BY A FOUND U.S. G.L.O. 3.25" BRASS CAP ON 3.0" IRON PIPE .5' BELOW SURFACE STAMPED "77S R89W L20 Sl" "1958". 5) BASIS OF SURVEY: THE FINAL PLAT OF EVERGREEN COMMERCIAL CENTER RECORDED JUNE 7, 1995 AS RECEPTION NO. 479099 IN THE GARFIELD COUNTY RECORDS AND THE PROPERTY DESCRIBED IN THE SPECIAL WARRANTY DEED RECORDED JULY 2, 2018 AS RECEPTION NO. 908776 OF SAID COUNTY RECORDS AND THE FOUND SURVEY MONUMENTS AS SHOWN HEREON. 6) THIS MAP DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC., FILE No. 1909081, EFFECTIVE DATE OCTOBER 1, 2019. 7) BASIS OF ELEVATION: AN ELEVATION OF 5997.09 FEET ON THE FOUND NO. 5 REBAR WITH 1 1/4" YELLOW PLASTIC CAP, MONUMENTING THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY, WHICH WAS ESTABLISHED BY A GLOBAL POSITIONING SYSTEM OBSERVATION BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88 USING THE 2012E GEOID MODEL). CONTOUR INTERVAL IS ONE FOOT (1'). IMPROVEMENT SURVEY PLAT I, MARK S. BECKLER, HEREBY CERTIFY TO PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.; CARBONDALE AND RURAL FIRE PROTECTION DISTRICT AND COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC., THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S. § 38-S1-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER COURSES, WATER FEATURES AND/OR BODIES OF WATER, ROADS, UTILITIES, FENCES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR APPARENT, OR OF RECORD AND UNDERGROUND UTILITIES DESCRIBED IN COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC.'S TITLE INSURANCE FILE NO. 1909081, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. MARK S. BECKLER L.S. #28643 -GRK#19211- DWGs\Flat Base EXISTING LEGEND - --- -- - - -- EXISTING CONTOUR — —i'900 ----- - -- EXISTING CONTOUR INTERVAL EXISTING 8" WATER MAIN EXISTING 8" SANITARY SEWER MAIN nFrs� ------ EXISTING ELEC, TELE, CABLE, GAS xF•r: xt"r EXISTING ELEC, TELE, CABLE EXISTING GAS - REJT Xt' EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC — xrV ----- xtV ----- EXISTING CABLE — XFO------- XFO ---- EXISTING FIBER OPTIC ---XIRR ---- x!R: ----- EXISTING IRRIGATION PIPE ---?--->—>-9---- EXISTING SWALE OR DITCH ---- xso--------- xso -- EXISTING STORM SEWER EXISTING SETBACK(XX') STBK EXISTING ZONE OF INFLUENCE Tos .__.._. _............_.. EXISTING TOP OF SLOPE - ---- k` --- ---- EXISTING WIRE FENCE EXISTING ROCK WALL ® EXISTING ELECTRIC MANHOLE -„ EXISTING DRAINAGE DRY -WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE -- EXISTING GUY WIRE EXISTING POWER POLE Z4 EXISTING FIRE HYDRANT Xj EXISTING WATER VALVE "Y EXISTING CURB STOP CY EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER .Li EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL r. EXISTING SEWER CLEANOUT EXISTING LIGHT POLE --;:-- EXISTING SIGN EXISTING STORM INLET _`- EXISTING FLOW ARROW — EXISTING DRAINAGE BASIN SEWER MANHOLE RIM=5997.88' 8" PVC INV IN (SOUTHWEST)=5988.19' 8" PVC INV OUT (NORTHEAST)=5988.07' Vx HATCH LEGEND Q�oe�" / PROPOSED CONCRETE 2 m O PROPOSED ASPHALT / O ds PROPOSED BUILDING�v 1� lll"".111,11' MOW J / O O O O // 29.2' C EXISTING WINDOW LL EXISTING STAFF QUARTERS SINGLE STORY MODULAR HOME EXISTING WINDOW WELLS Ikfhc. X—X— ❑ N .._...... ❑ — Q„ S OPRIS ENGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBON DALE, CO 81623 (970) 704-0311 FAX:(970)-704-0313 DESIGNED BY SOH 5/8/20 DRAWN BY SOH 5/8/20 CHECKED BY YTN 5/8/20 DATE: 5/8/2020 JOB NO. 19211.01 1 _U �C 0 V 1 Q 0 0 Z -j 0 0 F_ U U Lu Z L� u = V 1 a.Lu0 U 0 w u Cr. 0Nokoll — LL 00 J LU O p J Z LL �0Q I..f. 06 F— N Ln Lu a � RE r' 5/8/2020 DATE I REVISION TITLE EXISTING ONDITIONS/DEMO PLAN ( IN FEET) 1 inch = 10 ft. C-1.0 EXISTING LEGEND - — .— — — -- --- — — EXISTING CONTOUR - --790C — ----.. EXISTING CONTOUR INTERVAL xvv; --- EXISTING 8" WATER MAIN --- xc,+. ----- EXISTING 8" SANITARY SEWER MAIN .---- a,,,--- ----- EXISTING ELEC, TELE, CABLE, GAS -- xnc - - >.E is ---- EXISTING ELEC, TELE, CABLE x,�,* -- EXISTING GAS ----- xul m: 1' ---- EXISTING TELEPHONE ---- zE;. xE:. ---- EXISTING UNDERGROUND ELECTRIC oa EXISTING OVERHEAD ELECTRIC _....._..._. xi1; ....._____ ;at---- EXISTING CABLE — xro ---- APO ------- EXISTING FIBER OPTIC — xwx ------ slRs ---- EXISTING IRRIGATION PIPE _..-->—}—>—>— EXISTING SWALE OR DITCH - 1s0 ---- =u>------- EXISTING STORM SEWER STBK EXISTING SETBACK (XX') --- LCI----------- Loi------- EXISTING ZONE OF INFLUENCE -...----- ; �s EXISTING TOP OF SLOPE --- X-------------------- EXISTING WIRE FENCE _ -• EXISTING ROCK WALL ® EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY -WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT a Riv k�l EXISTING WATER VALVE Y{;?� EXISTING CURB STOP 0v EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL - EXISTING CATV PEDESTAL EXISTING SEWER CLEANOUT 4x EXISTING LIGHT POLE -�- EXISTING SIGN EXISTING STORM INLET EXISTING FLOW ARROW EXISTING DRAINAGE BASIN J_ HATCH LEGEND PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED GRAVEL PARKING _—xx—x—= — — X EXISTING STAFF QUARTERS ❑ 4.04 14.79' EXISTING SIDEWALK TO BE REMOVED AND REPLACED SHOWN EXISTING FENCE TO BE ADJUSTED TO NOT BE IN CONFLICT WITH PARKING CONTRACTOR TO INSTALL GRAVEL ACCESS/PARKING BOULDER WALL ADDITION 9 EXISTING FIRE STATION 5' ACCESSIBLE AISLE INSTALL HANDICAP PARKING SIGN IN ACCORDNACE WITH MUTCD I ❑ — --- G - PROPERTY LINE 0 O 0 I� � r z m / SAWCUT LINE EXISTING CONCRETE TO BE REMOVED. REFER TO SHEET C1.0 EXISTING CONCRETE PARKING AND RRT BORDER TO BE REMOVED AND REPLACED WITH CONCRETE FIRE TRUCK EXISTING ASPHALT TO BE SAWCUT AND REMOVED. REFER TO SHEET C1.0. D c m CONTRACTORTO Z INSTALL ASPHALT C5.0 APRON I CONTRACTORTO g r INSTALLCONCRETE C5.0 Im FIRE TRUCK ACCESS , TRANSITION TO FLUSH CURB OVER 3' R16' GRAPHIC SCALE ( IN FEET) 1 inch = 10 ft. I OPRIS C NGINEERING, LL( CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX:(970)-704-0313 DESIGNED BY SOH 5/8/20 DRAWN BY SOH 5/8/20 CHECKED BY YTN 5/8/20 DATE: 5/8/2020 JOB NO. 19211.01 F_ v 0 LL Q V/ Q 0 z J 0 0 w Z F. i- LU z Lu O W W W J z LL 0 V a L Lu J a z L Cr 0M Co a I..L. a V l/1 0 0 F�R E x u 8077 c 3 5/8I2020 i?P DATE REVISION TITLE SITE PLAN DRAW11001111-NI LC2.0 u I OPRIS C NGINEERING, LLC 6010r YWELL RIM=5997-33'± 4" INV IN=5994.5'± RING AND GRATE PROPOSED RETENTION SWALE - - - - STORAGE LEVEL- - INSTALL FILTER FABRIC OVER GRAVEL 7" 1 -y =L.. 6"' DROP IN RATE ----- - GRATE RIME . = 59985.5± " _ rt" vcAnrAL _ _ CONVEYANCE PIPES 2" J t2" N-12 END CAPS ELBOW FITTN FROM END CAP 1� I PERF. ADS N-12 4" DEEP PERF. SECTION PROPOSED INFILTRATION GALLERY 1 1/2" SCREENED ROCK O 4 SCALE: 1"_-10' / INFILTRATION GALLERY DRYWELL DETAIL BW:5997. INSTALL BOULDER WALL BW:5997.73' O O s9 98 vV 5999.21'�� d FG81 - aST f FG:6001,57'.-` LP: _ GRADING NOTES: DRAINAGE NOTES: O i ds+�' }. GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND 1. THE CONTOURS DELINEATED ARE FROM AERIAL TOPOGRAPHY MAPPING BUILDING PERIMETER AS NEEDED TO PROVIDE POSITIVE AND/OR SITE SPECIFIC SURVLaY PROVIDED BY SOPRIS ENGINEERING. DRAINAGE AWAY FROM EXTERIOR WALL OF BUILDING TO I dsa MAXIMUM EXTENT POSSIBLE. 2. THE DRAINAGE PATTERNS DELINEATED ARE BASED ON EXISTING AND Exs996.30'; PROPOSED PHYSICAL CONDITIONS. THE ONSITE DRAINAGE CONDITIONS � 599J o_ ., dS 998.31' \_FG:599 a 0' Sg9$ 1 h 5VO-.--."-- SYa Sd9 sv ' e.6g C1 dy+� FFE:6001.63' (3)-STEPS W/7" RISE AND 11" TREAD dSd' Sd� FFE:6001.63' FG:5999.66 FG:???' e, d u, 24" DEPTH TRENCH DRAIN CATC BASIN 19 ----------------------------- PROPOSED TRENCH DRAIN(REFER TO MECHANICAL) e FFE:6001.11 FE:6001.11' FFE:6000.80' FFE:6000.97' FFE:6000.97' y SUPPLEMENTAL DRAIN PIPE EXTENSION - s sOp1 & 8" IN' -LINE YARD DRAIN \` - 'n DROP IN GRATE & 8"X6" REDUCER ROOF&/ORSURFACE DRAINAGE J es/ COLLECTION ` nn5 1� FG:6000.83' 1 FFE:6000.80 i FG:6000.97, y 4NTSALL 4" CLEANOUT � � M HOO} ED IN 8" IRON R & C - EX DRAIN PIPE m \ ' � FG:6000.74' � \ INSTALL 4" SDR-26 ` E GASKETED DRAIN PIPE_}TYP) -FG:6000.71' - _ e / ��FL/GB:6000.38' FL/CURB CUT:5999.65'- FG:6000.71' 1`= MATCH/GB:6000.51' 219a/e FL:5999.65'- F L/GB:6000.67' - MATCH:5999. NORTH SITE GRADING FR 2. FREE DRAINING WALL OR FOUNDATIONS DRAIN PIPE INCLUDE EXISTING PHYSICAL FEATURES IN WHICH STORM WATER IS BACKFILL MATERIAL SHALL BE CAPPED WITH MINIMUM 2' PASSIVELY MANAGED IN BY DIRECT SHEET FLOW OR SHALLOW FOR THE ONSITE SOILS TO REDUCE SURFACE CONCENTRATED FLOW TO EXISTING VEGETATED NATIVE MEADOW LANDS INFILTRATION. AND ACROSS BROAD NATIVE VEGETATED PERVIOUS AREAS. PROPOSED ya`1� GRADING AND STORM MANAGEMENT SYSTEMS ARE DESIGNED TO 3. ]:5996.71' EXTERIOR BACKFILL SHOULD BE ADJUSTED TO NEAR ATTENUATE AND RETAIN RUNOFF. THE POST DEVELOPMENT RUNOFF FROM ! OPTIMUM MOISTURE AND COMPACTED TO AT LEAST 95% THE SITE WILL NOT EXCEED THE PRE DEVELOPMENT RUNOFF RATE. ,, STANDARD PROCTOR IN PAVEMENT AND SLAB AREAS AND ' TO AT LEAST 80% STANDARD PROCTOR IN LANDSCAPED 3. THE PARKING/DRIVE AREAS WILL HAVE AN ALL WEATHER SURFACE GRADED X�'' , a" TO ALLOW FOR DIRECT SHEET FLOW RUNOFF AND FOR DIRECT f, AREAS. INFILTRATION OF STORMWATER TO ADJACENT NATIVE VEGETATED, GRAVEL SURFACED AND/OR DRAIN SWALES AREAS. 4. EMBANKMENT FILLS SHOULD BE COMPACTED TO AT LEAST LP 5996.7 /',. ,:'" �1, ''J 95% STANDARD PROCTOR. PRIOR TO PLACEMENT OF FILL 4. THE ACTIVE STORM WATER MANAGEMENT FACILITIES WILL CONSIST OF i x , ` THE SUBGRADE SHOULD BE CAREFULLY PREPARED BY RETENTION AND INFILTRATION FACILITIES UTILIZING DRAIN BASINS, YARD ,. N1hTCH:5997.0' REMOVING ALL VEGETATION AND TOPSOIL AND DRAIN INLETS AND CONVEYANCE PIPES, THE MAJORITY OF STORM WATER COMPACTING TO AT LEAST 95% STANDARD PROCTOR. WILL SHEET FLOW TO SHALLOW CONCETRATED SWALES COLLECTED FROM ,-PROPOSED 1000 GALLON OIL/SAND INTERCEPTER TANK LID RIM EL. _.` THE ROOF, HARD SURFACE AREAS AND LANDSCAPED SURFACE AREAS TO TOP OF TANK EL. =5997.Ot 5. ENSURE THAT DRAINAGE IS AWAY FROM ALL STRUCTURES NATIVE LANDSCAPED AREAS OR TO YARD DRAINAGE CONVEYANCE PIPES IN ALL DIRECTIONS, MIN OF 6" IN THE FIRST 10' FOR FOR ROUTING TO THE DETENTION/RETENTION AND INFILTRATION LANDSCAPE AREAS AND 3" IN THE FIRST 10' IN PAVED OR FACILITIES. ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO. -PROPOSED 4' DIA. DRYWELL/INALTRATION GALLERY HARDSCAPE AREAS. GRATE RIM EL.=5997.3t 5. ADDITIONAL SURFACE DRAINAGE COMPONENTS TO MANAGE RUNOFF ON as^ DIA z' ECCENTRIC CONE SECTION 6. 48" DIA SOLID EL SECTION �; GRADE ALL PERVIOUS AND SEMI -IMPERVIOUS AREAS TO INTERNAL LANDSCAPED AND HARD SURFACES TO BE DETERMINED AND a' DRAIN PIPE INV. IN EL. = 5994.5± I RAIN' V. IN DRAINAGE SWALES YARD DRAINS. IF NECESSARY INSTALL INSTALLED AS NECESSARY. ROUTE ALL ADDITIONAL SURFACE DRAINAGE '' MIN. 4' PERFORATED CONCRETE BASE SECTION YARD DRAINS TO MITIGATE DRAINAGE IN LOW OR FLAT FOR DISCHARGE TO THE LANDSCAPE AREAS AND/OR DRAINAGE SWALES. BOT PERF. BASE SECTION EL. = 5989.0± AREAS AND ROUTE TO DRAINAGE SWALES AS FEASIBLE. GRADE HARD SURFACES AT A MINIMUM SLOPE OF 2%. I W/ 12' DIA. GRAVEL ENVELOPE. (2) 10 L.F. 12" PERF. HDPE N-12 PIPE W/ END CAPS EXTEND ROOF DRAIN DOWNSPOUTS TO SOLID 4" DRAIN 6. ROOF DOWNSPOUTS SHOULD DISCHARGE WELL BEYOND THE LIMITS OF PERF. PIPE INV IN: 5991.5'± CONVEYANCE PIPES TOSWALES OR DAYLIGHT TO STABLE N s x1o'xz' GRAVEL ENVELOPE UNDISTURBED NATIVE AREAS. ALL BACKFILL OR BE TIED INTO DRAINAGE COLLECTION/CONVEYNACE PIPES BOT GALLERY GRAVEL EL. = 5990.5± AS APPLICABLE. 7. CONTRACTOR TO VERIFY GRADES ACROSS THE SITE TO 7, ROUTE ANY SUPPLEMENTAL SURFACE DRAINAGE PIPING, YARD DRAINS ENSURE THAT THE INSTALLATION OF THE DRAINAGE AND/OR ROOF DRAINS VIA SOLID DRAIN PIPES TO SURFACE DRAINAGE IMPROVEMENTS ARE IN COMPLIANCE WITH THE INTENT OF SWALES AS NECESSARY, USE SOLID 4" ADS N-12 OR SDR-26 PIPE INSTALLED THE DESIGN RECOMMENDATIONS ON THE GRADING AND AT 2% MIN. SLOPE (TYP.) NO CROSS CONNECTIONS OF SURFACE DRAIN DRAINAGE PLAN. SYSTEMS TO FOUNDATION DRAINS SHALL BE MADE. - 8. USE TEMPORARY MEASURES DURING CONSTRUCTION TO 8. INUNDATION OF THE FOUNDATION EXCAVATIONS AND UNDERSLAB AREAS MATCH:5997.' - PROTECT DRAINAGE SWALES FROM CONVEYING SILT SHOULD BE AVOIDED DURING CONSTRUCTION " SEDIMENT AND ANY OTHER DEBRIS. PREVENT ANY 8" 1 (UNE YARD DRAIN " 1 - DISCHARGE OF SEDIMENTS TO DOWN GRADIENT 9. GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND BUILDING R'S',Q' DROP IN GRATE & 8"X6" REDUCER UNDISTURBED AREAS. PERIMETER AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR WALL OF HOUSE TO MAXIMUM EXTENT POSSIBLE. GRADE TO EROSION CONTROL NOTES: YARD DRAINS AS FEASIBLE TO MITIGATE DRAINAGE IN LOW OR FLAT AREAS. 10. CONTRACTOR TO VERIFY GRADES ACROSS THE SITE TO ENSURE THAT THE 1. CONTRACTOR TO UTILIZE "BEST MANAGEMENT PRACTICES TO INSTALLATION OF THE DRAINAGE IMPROVEMENTS ARE IN COMPLIANCE CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. WITH THE INTENT OF THE DESIGN RECOMMENDATIONS ON THE wsraua° cLFANour DRAINAGE TO OFF SITE AREAS SHALL BE PREVENTED. STORMWATER MANAGEMENT AND DRAINAGE PLAN. OUTLET SUPPLEMENTAL STORM DRAINAGE CONVEYANCE PIPE COLLETING 2, CONTRACTOR RESPONSIBLE FOR INSTALLATION AND 11. USE TEMPORARY MEASURES DURING CONSTRUCTION TO PROTECT FROM ROOF &/OR YARD MAINTENANCE OF TEMPORARY EROSION CONTROL. DRAINAGE STRUCTURES FROM COLLECTING SILT, SEDIMENT AND ANY DRAINS. INSTALL RIP RAP AT OTHER DEBRIS. PREVENT ANY OFFSITE DISCHARGE OF SEDIMENTS. OUTLET. EXTEND RIP RAP A 3. THE CONTRACTOR SHALL MAINTAIN SEDIMENT AND EROSION MINIMUM OF 24" BEYOND PIPE AND VON EITHER SIDE OF PIPE. PROTECTION THROUGHOUT THE CONSTRUCTION OPERATION. INSTALL RIP RAP AT UR8 CUT THE SILT FENCES OR OTHER NECESSARY EROSION PROTECTION 'G:60 .97' ••• w1 0FTHE SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE OPENING A _ - BEEN REVEGETATED. .6000.9 MINIMUM OF BEYONDpPENw 4. CONTRACTOR WILL FIELD VERIFY DURING CONSTRUCTION EROSION CONTROL METHODS AND EXTENT. ' MATCH:5998.89' 5. PERMANENT EROSION CONTROL TO BE PLACED AFTER CUT \ d` AND FILL SLOPES ARE IN PLACE. 3 GRAPHIC SCALE 10 0 5 10 20 MATCH:5999.24' ROPOSED CATCH CURB & GUTTER { IN FEET) FG:599)3.72' FL/CURB CUT:5999. 1 inch = 10 ft. -f HATCH LEGEND PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED GRAVEL PARKING DESIGN NOTES • Meets ASTM C-1613 spec for Sand and Oil Interceptor Including the C-1644-06 for resilient connectors • Top surface area 46,25 ft' • Ec Q 28 doya; concrete = 6,000 PSI Min. • Inlet and Outlet 'identified above pipe • Delivered complete with internal piping • Includes Cos' Iron Ring and Lockeng Aluminum Lids stamped 'SANDS OIL" • Vents to atmosphere, T's capped • 4 Maximum bury depth ?„" Tap Vises i'?A' Ring 6 LW OdWe *Orad9 Rings Boar \ . '- Feel & 09 Rsstsfant a r Capped- _) i Seel 1 4•CSOBB O1IbT ALLOWABLE BURY 11 �,iI {Bosed on Water Table) I{_ ALLOWABLE 1 WATER TABLE ARTH FILL 70" fj 40 i 66"{.;� 49 53" 1061, SecUon View benefits: • Optinnai concrete gra0e rings . Allows large capacity sediment removal ovoitable for an additional Charge: . Heavy greases and lighter oils are 2", 3, 4", o', 6", or 18" separated and retained Digging Specs : Invert Dimensions Net Capoaty Net Weight 11' Lon x 7' Wide Inlet Outlet Le g Length Width -_ ,..,. '. .T 1 .._. .__... Height inlet 5Gde aa8t Total i.Lid � Took Total ' 56" below inlet 56"53" ill" 60" 70" 687 get , 323 gol;'. 1010 gal,; 3700 16e ; 9MO Ibs Q080 ibs E F8 PhoVW19-3111554764 FWn71' 727 ;YSST11 Inc. ' Wiallw s: www;vaffeyprecasLoom Buena Vista, Colorado Emaq: *on1ldeW4NWeypreeastoon I CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970)704-0311 FAX: 19701-704-0313 DESIGNED BY PER 5/8/20 DRAWN BY I PER 5/8/20 CHECKED BY SO 5/8/20 DATE: 5/8/2020 JOB NO. 19211.01 U_ 0 Q V f Q 0 0 0 0 U wzF_ Q 1 F LLJ z = L_ I in. Lu0 U 0 w u �C 1 0 o LL M w 0 p J z LL 1..1� 0 V Q 06 1`I w �}1 �I �/' J 1117-1 Q ci� U Z 0�M I�W/ LL Q U R M' °f 5/8/2020 •` I DATE I REVISION TITLE GRADING AND DRAINAGE PLAN C-3. EXISTING LEGEND tXIJ I INU CUN I UUK — ---- —7900 -- --- EXISTING CONTOUR INTERVAL EXISTING 8" WATER MAIN ----- xst XSA --- EXISTING 8" SANITARY SEWER MAIN EXISTING ELEC, TELE, CABLE, GAS EXISTING ELEC, TELE, CABLE ----- xats------- X:,.As ---- EXISTING GAS xirr--------- xur - EXISTING TELEPHONE xcs. - z.:. - EXISTING UNDERGROUND ELECTRIC OR EXISTING OVERHEAD ELECTRIC — K'v --- xlv EXISTING CABLE - — XFG - --- xrG EXISTING FIBER OPTIC - -'- MR -- MR --- EXISTING IRRIGATION PIPE - >---->— EXISTING SWALE OR DITCH — IND EXISTING STORM SEWER EXISTING SETBACK (XX'( STBK - r I Zol- EXISTING ZONE OF INFLUENCE - ---- icn-- EXISTING TOP OF SLOPE -- X - --- -- EXISTING WIRE FENCE EXISTING ROCK WALL ® EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY -WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE } EXISTING UTILITY MANHOLE }- EXISTING GUY WIRE EXISTING POWER POLE a EXISTING FIRE HYDRANT v EXISTING WATER VALVE EXISTING CURB STOP ce EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CAN PEDESTAL ,. EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN EXISTING STORM INLET EXISTING FLOW ARROW EXISTING DRAINAGE BASIN PROPOSED LEGEND dSy- Pia J/ COORDINATE WITH GAS PROPOSED CONTOUR PROPOSED GAS SERVICE LOCATION / COMPANY TO INSTALL ? 300 PROPOSED CONTOUR INTERVAL NEW GAS SERVICE AND d5+ EXTEND TO BUILDING, wL svc REFER TO MECHANICAL PROPOSED WATER SERVICE / ! GAS PROPOSEDGAS FOR SIZE. — sa PROPOSED SEWER SERVICE / / •+ SEWER MANHOLE RIM=5997.88' 8" PVC INV IN (SOUTHWEST)=5988.19' 8" PVC INV OUT (NORTHEAST)=5988.07' / / �j / X —.. k.n4 X X �XXX— dS7 / tV9 . wo SvD SV9 SV9 sv9_/ ds+ EX NG SEWER MAIN dS / d5+ � '—�.5 - _-1- —'�" DRAINAGE INFRASTRUCTURE. REFER TO SHE T C3.0 Sd / OR TO INSTALL 2-WAY CLEANOUTONd PROPOSED CONTRACTOR TO INSTALL S+ �.I ADDITION I / NEW 3"SDR 35 SEWER El SERVICE SLOPED AT MIN dS. L-------------------------------- f i� Im APPROXIMATE LOCATION OF UNDERGROUND FIRE STORAGE TANK. es _ 1� / REFER TO MECHANICAL PLANS FOR EXACT LOCATION/DETAILS. dg4 \ ! N PPj EXISTING GUY WIRE TO BE / ° .f� I i SHORTENED/RELOCATED TO ALLOW e�Oe0� APPROPRIATE CLEARANCE FROM IG. VERIFY WITH UTILTIY PROVIDER. PROVIDER. d j / REFER TO MEP FOR CONNECTION TO _ a, 0 es <`� :� BUILDING CONNECTTO EXISTINGSEWER SERVICE. EXPOSE SERVICE / / ->� PRIOR TO CONSTRUCTION•e - P cc4r AND CONFIRM INV ELEVATION. d 5 s !! 2 � 11* Its / Y EXISTING FIRE STATION j.. ASSUMED LOCATION OF ' SEWER SERVICE. z ~�`.,• LOCATION, SIZE, TYPE AND DEPTH TO BE / CONFIRMED PRIOR TO / CONSTRUCTION ` >z EXISTING STAFF QUARTERS �k Ryx. i a r _. O& -- �_ U$ _. _ Ut «. U Ut \ ! Ts - XGAS_— ..AS _ ._. CIE' .-.. ..� .... ;-` yRjyyA ?iitAS ....iY(wK'° ACA.4 Oe°- ..... ..... XGAS XGAS ._...... Xt,.A> .... / ut-._.._.. _._ _— ut ... oe. .....____ OP __... . _.__._..._ Oe -.._.__._, .._...._ Tie' ....__.. PROPERTY LINE Xti0.5 ._..... XHAS _...._..._. XGAS GRAPHIC SCALE 5 10 20 40 IOPRIS CNGINEERING, LL( I CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970)704-0311 FAX: 1970)-704-0313 DESIGNED BY SOH 5/8/20 DRAWN BY SOH 5/8/20 CHECKED BY YTN 5/8/20 DATE: 5/8/2020 JOB NO. 19211.01 U_ 0 V / a 0 0 0 0 U U Q Lu LU w V / 0 LEI U 0 LEI u O LL M J w O Z LL 1..1� 0 Q F— V / L.1 ) uj .J Q U Z °� M0 W L. U RLLz7c? E 41 s C. A377 5/8/2020 DATE REVISION TITLE UTILITY PLAN ( IN FEET ) 1 inch = 10 ft. C-4.0 / 14 8" $�W�R MAIN LINE / ' NEW PARKING AREA /(N)NG -- — - — - — - — - So 991k Ilk "1Z / //'/ / (ININ / " NEW APPARATUS BAYS (N)NG G / Occupancy Group S-2 FI Low Hazard Storage / !i" [Parking Garage] Area = 2,209 sf 1' ' OLF = 200 gsf/occ /•!i / 11 Occupants NEW CONSTRUCTION , / S�&/ --------I -- ---- -- �- 90� 8" SEk�r2f6MAIN LINE / //• / I Ili I ' / � (N) SEWER / / (DirSEWER US BAY' / Occupancy Group S-2 Low Hazard Storage [Parking Garage] /'�i / Area = 1,584 sf i Building Code Review —_—_—_—_—_—_—_�N)NG Project: C&RFPD West End Station #83 Date: 1/21/20 Address: 5449 County Road 154, Glenwood Springs Colorado 81601 IB Governing Codes: 2015 C, IMC, [PC, IFC, IFGC, IECC; 2017 NEC ,A Occupancy Classification(s) Ref. Group B: Business [Office Areas] 303.4 Group S-2: Low Hazard Storage [Parking Garage] 311.3 B Type of Construction Construction Type VB Table 601 , Fire Resistance Rating Requirements for Building Elements Element Fire Resistance Rating primary structural frame 0 bearing walls 0 non-brg. walls 0 floor const. (a) 0 roof const (a) 0 (a) and associated secondary members Fire Resistance Rating Req. for Exterior Walls Based on Fire Separation Dis Table 602 ' All exterior walls located > 10' from property line. Const. Type + Required Fire - Fire Separation Distance Occupancies Resistance wall a 30' VB + B + S-2 0 hours 10s Xs30' VS+B+S-2 0hours ' i D Location on Property Fire Separation Distance (Openings Unprotected, Allowable Window Table 705.8 Building Sprinklered) Type VB Construction Area 33'-6" North 25' No Limit SEPARATION DISTANCE East > 30' No Limit South 26'-5" No Limit West 25' No Limit E Allowable Area Factor Group / Const. Type / Sprinkl, AAF Height (story/ft) Table 506.2 + B / VB / S1 36,000 sf 3 stories (70 ft) Table 504.4 S-2 / VB / S1 54,000 sf 3 stories (70 ft) Proposed Building Areas First Floor 846 sf ex + 1,584 sf ex + 2,541 sf new = 4,971 sf total O � Equation 5-3 per 506.2A not calculated due to size of AAF vs. proposed floor areas. Building evaluated under the provisions of Section 508.3 Nonseparated Occupancies. F Conformity with Type of Construction Ch.6 Type VB Construction: any materials permitted by Code. 602.5 G Fire -Resistance -Rated Construction [Not Required] Ch. 7 H Interior Finishes Ch. 8 Group B sprinklered, Group S sprinklered Table 803.11 & encl. Exit stairways: stairways: B/C Corridors: C/C C/C spaces: I Fire Protection Systems Ch. 9 OLF = 200 gsf/occ / �sEWER 8 Occupants wy WORK LIMITED TO NEW / FIRE SPRINKLER SYSTEM �\ W /• / � � EXISTING PAVED VEHICLE APRON \ j WITH REVISED LAYOUT /• / \ %/ _----YL-- IG� j EXITING' PERATION 1,5aa sf ' Occupancy Group B./ Business / - - -NG __/ Area = 1,092 sf a OLF = 100 gsf/occ 11 Occupants I , K IMI FIRE SPRINKLER SYSTE AND (1) NEW WINDOW / I , 92 sf w kn EXISTING CREW QUARTERS / NO WORK W J / /YF_ % w < in �E/ m Z Building will be fire sprinklered in accordance with NFPA 13 and IBC 903.3.1.1 Fire extinguishers per IFC (Review w/ Fire Marshal) 906.1 Automatic Fire Alarm System as necessary for fire sprinkler system. 907 Manual Fire Alarm System: 907.2 Not req'd for B Occ. 907.2.2 Not req'd for S-2 Occ. J Exiting - Table Occupant Load See calculations on plans Table 1004.1 Egress Width 1005.3 33" opn'g. (36" door) 165 persons Means of Egress Illumination 1008 1 Accessible Means of Egress By means of Accessible Route (1104) 1009 Exit Signs At each exit stairway. 1013 Exit access travel distance Table 1017.2 B Occupancy 250 feet w/sprinkler system S-2 Occupancy 400 feet w/ sprinkler system Number of exits: 3 provided. 25'-0" SETBACK Accessible Route Provided 1104.1 Accessible Entrances Provided 1105 Accessible Parking Spaces 2 provided, including 1 van space Table 1106.1 Toilet and Bathing Facilities 1 new private toilet rooms provided. 1109.2 Signage accessible parking spaces 1111 accessible passenger loading zones ' accessible single user toilet rooms Interior Environment Ch. 12 --- - - Smooth, hard, non -absorbent floor at toilet rooms and 4 in. up walls. 1210.1 Surrounding materials: smooth, hard, non -absorbent within 2 ft. of urinal or w.c..to a ht. of 4 ft. 1210.2 M Roof Assemblies Ch. 15 Const. Type: VB Roof Covering Classification: C Table 1505.1 Il N Plumbing Systems Ch. 29 S-2 Occupancy: 13 w [New Construction] z J cc w 0- 0 0- ] n 0 NORTH U N Q (E)NO' - - - - - a - - - - - - W- - _ - - - (E)NG w Y Cn --------- - - - -NC*-- - - - - cr - - - - - (E)NG U I, PROPERTY LINE Toilets M: 1 per 100 F: 1 per 100 Lavatories MIR 1 per 100 Drinking Fountains 1 per 1,000 (E)NG �LuA& INDICATES EXIT ACCESS DOORWAY TO PUBLIC R.O.W. 2' 4' 8' 16, A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com , Consultant DAR R Professional Stamp Carbondale & Rural Fire Protection District s .Ri zt . it�, iaj FIRE CM$ + RESCUE Owner I I WEST END STATION #84 5449 County Road 154 Glenwood Springs Colorado 81601 Project i Issue Stamp Date Issued For 1.28.20 CD 60% 2.5.20 CD 60%-REVISED PLAN 4.30.20 CD 90% 5.8.20 CD 100% Project No: 1910 Building Code Re ' _w Plan IBC -1.1 X /j 7 i / f Z 'zi I /' I �•�8" S/EW�R MAIN LINE / / I /2 12 / € ,,- /' 11000 / / � / I 4-d ILLI1 PROPERTY LINE /% / w 90l- 8" SEV�EFI MAIN LI 9 0- F.C. /� / 4 /' / j f / 17 / 17 F.C. ` i I 16 ZJ - ' _�/ , (E) APPARATUS BAYS / EXISTING SLAB ON GRADE1,Ik LABAT DOOR 15 100'-A" UE t SEWER / 105 ATTIC t MAN HOLE - "+ \ / (E) ME CH. , ' ACCESS w d / , F.C. ; % % 1: Ir �\ w / Ill 0 y-�" Q 104 F_ (E) MEN 13 - W w j 10 j 25-0„ ' A 101 SETBACK ,, G' �V 21 (E) HALL \ ' ---- ------ W 103, 100 // — —NG 1 - - - - (E) WOMEN (E) OPS y / — - - PO / EXISTING SLAB ON GRADE EXISTING SLAB / 100'-01/2" 13 w 7 (E) OFFICE Cr EXISTING PORCH r / EXISTING CREW QUARTERS NO WORK-- r EXISTING FENCE — — --GUY WIRES-- 2 12 NG-- EXISTING FENCE PROPERTY LINE 22 1 � LU 1 o I o_ I Cc w I j o DEMOLITION NOTES: (This Sheet Only) I. EXISTING BUILDINGS: PROTECT THE EXISTING BUILDINGS DURING CONSTRUCTION. STATION TO REMAIN FUNCTIONING DURING CONSTRUCTION. 2. SITE: PROTECTTHE EXISTING FENCING DURING CONSTRUCTION. 3. SITE: TEMPORARY FENCING TO LIMIT CONSTRUCTION ACCESS AND MINIMIZE SITE DAMAGE. 4. UTILITY: (E) POWER POLE TO HAVE A NEW SHORTER (20') GUY WIRE INSTALLED ALONG WITH A NEW DEADMAN BY HOLY CROSS ELECTRIC. COORDINATE WITH HOLY CROSS THE LENGTH OF THE GUY -WIRE AND CLEARANCE FOR THE DEAD MAN. NOTIFY THE ARCHITECT IF THERE IS A CONFLICT WITH THE PLANS. 5. SITE: REMOVE THE EXISTING DRY -WELL THAT CURRENTLY SERVICES THE EXISTING APPARATUS BAYS. 6. (E) APPARATUS FLOOR DRAINS: THERE IS NOT AN (E) SAND AND OIL SEPARATOR FOR THE (E) APPARATUS BAYS. THE EXISTING PIPE TO BE EXTENDED AND CONNECT WITH NEW WASTE WATER SYSTEM. /7. UTILITIES: LOCATE AND PROTECT THE EXISTING UNDERGROUND UTILITIES, 8. EXISTING BUILDINGS: RELOCATE THE EXISTING / SHED DURING CONSTRUCTION PER THE OWNER'S DIRECTION. 9. SITE: RELOCATE THE EXISTING SIGN. PER THE OWNER'S DIRECTION. 10. SITE: PREPARE AREA FOR BUILDING CONSTRUCTION AND EXPANDED APRON AREA. 11. LANDSCAPE: DETERMINE IF THE EVERGREEN TREE (AUSTRIAN PINE) WILL NEED TO BE REMOVED DUE TO NEW PARKING LAYOUT AND FIRE TRUCK TURNING RADIUS. 12. SITE SOUTH NEIGHBORS FENCE IS ON THE FIRE DISTRICTS PROPERTY. 13. SITE: PAVED PARKING AREA: DETERMINE IF THE (E) PAVING IS IN GOOD SHAPE AND AT THE APPROPRIATE ELEVATIONS TO REMAIN AND BE ADDED ON TO WITH THE NEW PAVING PATTERN. 14. SITE: STORAGE AREA: PREPARE AREA FOR A ROAD BASE FINISH PER THE CIVIL ENGINEERS SPECIFICATIONS. ASPHALT PAVING PER CIVIL AS ADD ALTERNATE. 15. EXISTING BUILDING/FIRE STATION/CREW QUARTERS: NO ALTERATIONS, REPAIRS, REMODELING, INTERIOR OR EXTERIOR CHANGES U.N.O. 16. EXISTING BUILDING/WALLS: REMOVE EXISTING WALL FRAMING FOR NEW DOOR. INFILL FRAMING AS PER PLAN. 17. EXISTING BUILDINGANINDOWS: REMOVE (E) WINDOW AND INFILL. SEE NEW PLAN FOR NEW OPENINGS. 18. PROTECT THE EXISTING PUMP HOUSE AND MAIL BOXES DURING CONSTRUCTION. 19. CUTLINE IN (E) PAVING (SEE CIVIL DOCUMENTS) 20. NOT USED 21 REMOVE THE EXISTING CONCRETE SIDEWALK. 22. REMOVE THE EXISTING LAWN SPRINKLER SYSTEM ALONG THE EAST WALL THE THE EXISTING STATION. NEW LANDSCAPING IN THIS AREA. 23. NOT USED LEGEND EXISTING WALL TO REMAIN NEW CONSTRUCTION EXISTING WALL TO BE DEMOLISHED -------------- Building Plans SCALE: 1/8" = V-0" A 4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail®a4arc.com Consultant .rr r CIA R r�M F Ire �.t Professional Stamp Carbondale & Rural Fire Protection District a€cry.... n1W * I«MS •mlims Owner WEST END STATION #84 5449 County Road 154 Glenwood Springs Colorado 81601 Project Issue Stamp Date Issued For 1.28.20 CD 60% 2.5.20 CD 60%-REVISED PLAN 4.30.20 CD 900% 5.8.20 CD 100% Project No: 1910 FIRE STATION Site Demo Plan A 1.1 i i r t � I I I -/---------- --- - 1 1. 8" , Vd�R MAIN LINE / ------- 2 J/14 ;; 14 1 / 1 (N NG " / /',/ /• (N)NG Z Ile 10 III I 1 1 �Fl}Tlll3E STORA�� \-GP/ NG (N)ME H III ////- i � _ 1 ----- 111 1 55 20 J% / /-,/ (N) BUNKER GEAR (N) APPARATUS BAYS _ �O . ,/• SAS / / ill /�III a - / 1 �9 O HALL III ---------------- �--------------- 8"SF�,1 QF EH! MAIN LINE I , 1 j '/•/ f / // / / � , /,T , �, IIII � � 1 ' a --,(N)SEWER IIII ; y(N)SINK 34" 6 1 \ (N) BATH 1" w U / 9 12 0 0 / /061 ()KSEWER / (E) APPARATUS BAYS 1 W------------------------------ ---------- ------------------------------------------ 10 23 I � (-N') SEWER 7 � J ( SEWER E U� ' (EXIT G) / ASSUMED 108 LOCATION THEEXISTING /' / (E MECH. r LINE (VIF)X—CSEWER /. j 7 % ) - w (EXISTING) 40t0,, / (E) MEN ABANDON THE EXISTING NATURAL GAS LINE TO THE 25'-0" EXISTING STATION T ^ , / SETBACK ' - - -NG / 1 103 /� y! / (E) WOMEN �-01 E) E) (E) HALL (E) OPS 1 ! 23 w (E) OFFICE a \ EXISTING CREW QUARTERS NO WORK , 4- " LEGEND W , 10 7- J/ 1 (E)NG - - - -"-- - - - _ (E)NG ------ - — - -NL - - - - (E)NG --NG - - - - f� - - (E)NG KEYNOTES: (This Sheet Only) 1. EXISTING BUILDINGS: PROTECT THE EXISTING BUILDINGS DURING CONSTRUCTION, STATION TO REMAIN FUNCTIONING DURING CONSTRUCTION. 2. SITE: PROTECT THE EXISTING FENCING DURING CONSTRUCTION. 3. SITE: TEMPORARY FENCING TO LIMIT CONSTRUCTION ACCESS AND MINIMIZE SITE DAMAGE. 4. UTILITY: (E) POWER POLE TO HAVE A NEW SHORTER (20') GUY WIRE INSTALLED ALONG WITH A NEW DEADMAN BY HOLY CROSS ELECTRIC. COORDINATE WITH HOLY CROSS THE LENGTH OF THE GUY -WIRE AND CLEARANCE FOR THE DEAD MAN. NOTIFY THE ARCHITECT IF THERE IS A CONFLICT WITH THE PLANS. 5. (E) APPARATUS FLOOR DRAINS: THERE IS NOT AN (E) SAND AND OIL SEPARATOR FOR THE (E) APPARATUS BAYS. THE EXISTING PIPE TO BE EXTENDED AND CONNECT WITH NEW WAIST WATER SYSTEM. 6. TRENCH DRAIN: NEW SAND AND OIL TRAP FOR THE EXISTING APPARATUS BAYS AND THE NEW APPARATUS BAYS. OVERFLOW DRAIN DRY-WELUAREA DRAIN (SEE CIVIL). 7. UTILITIES: LOCATE AND PROTECT THE EXISTING UNDERGROUND UTILITIES. 8. APPARATUS SLAB: MONO -PITCH CONCRETE SLAB (SEE STRUCTURAL DOCUMENTS) SLOPE TO TRENCH DRAIN AS SHOWN. 9. EXISTING WINDOW OPENINGS TO BE FRAMED IN AND FINISHED TO MATCH ADJACENT FINISHES. 10. SITE: SEE SOPRIS ENGINEERS DOCUMENTS FOR ALL SITE IMPROVEMENTS. 11. SITE: CONCRETE SIDEWALK BETWEEN THE EXISTING STATION AND THE EXISTING CREW QUARTERS. LEVEL WITH A MINIMAL CROSS SLOPE OF 1 /8" /FT . 12. NEW DOOR OPENING IN EXISTING WALL. 13. NEW 2 X 4 FRAMED WALL. 2" AIR GAP BTW THE EXISTING BUILDING AND THE BACK OF HTE NEW WALL. 14. 6" DIAMETER STEEL BALLARDS FILLED WITH CONCRETE W/ STEEL CAP. 15. NOT USED 16. 5" CONCRETE APRON ALONG FACE OF OHD AS SHOWN. SLOPE AWAY FROM CHID @ 1/4" / FT IF POSSIBLE. EXISTING ASPHALT APRON TO DETERMINE FINAL CONDITION (SEE CIVIL). 17. NOT USED 18. LOCATION OF FUTURE GENERATOR. 19. IN THE FUTURE WHEN THE GENERATOR IS INSTALLED, POWER WILL BE SUPPLIED BY THIS POWER POLE. THE POWER WILL ENTER THE NEW MECHANICAL AND BACK FEED THE EXISTING STATION AND CREW QUARTERS. 20. EXTEND 4" PVC BELOW GRADE TO BASE OF THE EXISTING POWER POLE AS SHOWN. CONDUIT TERMINATION SHALL BE CAPPED AND MARDED ON AS -BUILT PLANS. EXISTING WALL TO REMAIN NEW CONSTRUCTION EXISTING WALL TO BE DEMOLISHED GRADE ELEVATIONS: 100'-0" = 6000.8' Building Plans SCALE: 1/8" = V-0" A 4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 w .a4arc.com mail@a4am.com Professional Stamp Carbondale & Rural Fire Protection District FIRE 0 EMS • RESCUE WEST END Project STATION #34 5449 County Road 154 Glenwood Springs Colorado 81601 Issue Stamp Date Issued For 1.28.20 CD 60% 2.5.20 CD 600/.-REVISED PLAN 4.30,20 CD 90% 5.8.20 CD 100% Project No: 1910 FIRE STATION New Floor Plan A 1.2 Building Plans 1,-0„ PON GENERALNOTES A. SEE SHEETA5.0 FOR TYPICAL CONSTRUCTION ASSEMBLIES, B. ROUGH OPENINGS FOR INTERIOR DOORS ADJACENT TO CORNERS SHALL BEGIN 4 INCHES FROM INSIDE OF CORNER, U.N.O. C. INTERIOR DOORS ARE IDENTIFIED BY THE NUMBER OF THE ROOM THEY SERVE. MULTIPLE DOORS SERVING A SINGLE ROOM ARE SHOWN BY "a" OR "b" AS NECESSARY. D. F.O. STUD = F.O. SLAB = F.O. STEM WALL @ TYP. EXTERIOR WALL. E. CEILING HEIGHTS SHOWN ARE HEIGHTABOVE THE FLOOR SLAB WHICH VARIES. F. CONTRACTOR TO COORDINATE WITH FIRE DISTRICT'S VENDORS FOR INSTALLATION REQUIREMENTS OF COMMUNICATION EQUIPMENT. VERIFY REQUIRED OPENINGS, ROOF AND WALL PENETRATIONS, CONDUIT LOCATION AND SIZES AND CLEARANCES PRIOR TO CONSTRUCTION, G. REFER TO SHEETS A7.X FOR INTERIOR ELEVATIONS & CASEWORK REFERENCES. KEYNOTES: (This Sheet Only) 1. EXISTING BUILDINGS: PROTECT THE EXISTING BUILDINGS DURING CONSTRUCTION. STATION TO REMAIN FUNCTIONING DURING CONSTRUCTION. 2. EXISTING BUILDING: PROTECT EXISTING ROOF GUTTERS AND DOWNSPOUTS DURING CONSTRUCTION. REPLACE DAMAGED ITEMS. 3. EXISTING BUILDING: EXISTING ASPHALT SHINGLE ROOF TO REMAIN. 4. EXISTING NORTH WALL: WINDOW OPENINGS TO BE FRAMED IN WITH WOOD STUDS AND FINISHED TO MATCF ADJACENT FINISHES. 5. EXISTING NORTH WALL: NEW DOOR OPENING IN EXISTING WALL. 6. NOT USED 7. PEMB BASE PLATES: SEE STRUCTURAL DOCUMENTS FOR ACTUAL PLATES, ANCHOR BOLT LOCATION, ALL DIMENSIONAL CRITERIA AND SPECIFICATIONS. 8. FIRE EXTINGUISHER CABINET: FULLY RECESSED, SIZED FOR UP TO 10 # EXTINGUISHER. (VERIFY R.O. PER MANUFACTURER), 9. 1 3/4" X 11 7/8" LVL BUCK TO TRIM OUT OPENING BTW THE PEMB AND THE WOOD FRAMED ADDITION. SEE L DETAIL 10/A5.2. \ 10. EXISTING STATION - APPARATUS FLOOR DRAINS: �\ THERE IS NOT AN (E) SAND AND OIL SEPARATOR FOR .2 / THE (E) APPARATUS BAYS. THE EXISTING PIPE TO BE EXTENDED AND CONNECT WITH NEW WASTE WATER SYSTEM (SEE CIVIL DOCUMENTS). 11. EXISTING UTILITY: (E) POWER POLE TO HAVE A NEW SHORTER (20') GUY WIRE INSTALLED ALONG WITH A NEW DEADMAN BY HOLY CROSS ELECTRIC. COORDINATE WITH HOLY CROSS THE LENGTH OF THE GUY -WIRE AND CLEARANCE FOR THE DEAD MAN. NOTIFY THE ARCHITECT IF THERE IS A CONFLICT WITH THE PLANS. 12. NEW WOOD FRAMED ADDITION - NEW SINGLE PLY MEMBRANE ROOF: CONNECTOR ROOF TO BE SLOPED TO INTERIOR DRAINS TO DAYLIGHT. (SEE A5.0 FOR ASSEMBLIES). 13. NEW ROOFS: HEAT TRACE OUTLETS ONLY. INSTALL DESIGNATED OUTLETS IN SIDE WALLS FOR FUTURE HEAT TAPE IF NEEDED. GUTTERS, DOWNSPOUTS AND ROOF DRAINS TO DAYLIGHT. 14. NEW PEMB ROOF: METAL ROOF AND BOX GUTTERS SUPPLIED BY PEMB COMPANY. 15. NEW PEMB METAL SIDING AND ROOFING: A. UPPER PORTION OF THE BUILDING TO HAVE COLOR "A" (DARK GRAY). B. LOWER PORTION OF THE BUILDING TOP HAVE COLOR "B" (WHITE). 16. NEW PEMB TRENCH DRAIN: NEW SAND AND OIL TRAP FOR THE EXISTING APPARATUS BAYS AND THE NEW APPARATUS BAYS. OVERFLOW DRAIN TO DRY-WELLtAREA DRAIN. (SEE CIVIL & PLUMBING). 17. NEW PEMB APPARATUS SLAB: MONO -PITCH CONCRETE SLAB (SEE STRUCTURAL DOCUMENTS) SLOPE TO TRENCH DRAIN AS SHOWN. 18. SITE: 6" DIAMETER STEEL BALLARDS FILLED WITH CONCRETE W/ STEEL CAP. 19. SITE: 4" THICK CONCRETE ENTRY SLAB 20. SITE: 5'-6" WIDE X 6" THICK REINFORCED CONCRETE APRON ALONG FACE OF CHID AS SHOWN, SLOPE AWAY FROM OHD @ 1/4" / FT IF POSSIBLE. EXISTING ASPHALT APRON TO DETERMINE FINAL CONDITION. (SEE CIVIL). 21. SITE: NEW 6" CURB AND GUTTER AS SHOWN. 22. CONCRETE LANDING AND STEPS. 3 R @ 7", 2 T @ 12". LANDING 4'-6" X 5'-8". HANDRAIL ON BOTH SIDES, RUN RAILING V PAST RISER TOP AND BOTTOM. 1 1/2" TUBE STEEL RAILING ON BOTH SIDES, PAINTED RED. 23. NEW WOOD FRAMED ADDITION - NEW ROOF: LAMBS TONGUES FOR ROOF DRAIN AND OVERFLOW. 24. NEW WOOD FRAMED ADDITION - SOFFIT: CORRUGATED METAL SOFFIT (RED). 25. NEW WOOD FRAMED ADDITION - PORCH: STRUCTURAL BEAM CANTILEVER. 26. NEW PEMB: METAL PAN PROFILE INTERIOR SIDING @ 8'-0" +/- A. F. F. LEGEND EXISTING WALL TO REMAIN NEW CONSTRUCTION -------------- ______________ EXISTING WALL TO BE DEMOLISHED NORTH V2' 4' 8' A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail@a4arc.com Consultant -•i DAP 3. Nam" rD Professional Stamp Carbondale & Rural Fire Protection District r° Owner FIRE • EMS • RESCUE WEST END STATION #84 5449 County Road 154 Glenwood Springs Colorado Project Issue Stamp Date Issued For 1.28.20 CD 60% 2.5.20 CD 60%-REVISED PLAN 2.28.20 CD 60% 4.27.20 DSK #4 4.30.20 CD 90% 5.8.20 CD 100% Project No: 1823 APPARATUS ADDITION Fou Plan A 2.1 GENERAL NOTES / [BATHROOM 15 SHALL HAVE A S COMPLY WITH'- `y , BASES 1ERWISE �V.�t �xUw►w� 34 x 44 2492 Imle l/a'14woo vo �3 x IS = Zb3 10 x 13.E x . 5 = �,7 �`f5 (, x lie. 75 100 �j ye I "1 <- S ?-6 ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION i Building Plans r SCALE. 1/8 _ 1 -0 A. SEE SHEETA5.0 FOR TYPICAL CONSTRUCTION ASSEMBLIES. B. ROUGH OPENINGS FOR INTERIOR DOORS ADJACENT TO CORNERS SHALL BEGIN 4 INCHES FROM INSIDE OF CORNER, U.N.O. C. INTERIOR DOORS ARE IDENTIFIED BY THE NUMBER OF THE ROOM THEY SERVE. MULTIPLE DOORS SERVING A SINGLE ROOM ARE SHOWN BY "a" OR "b" AS NECESSARY. D. F.O. STUD = F.O. SLAB = F.O. STEM WALL @ TYP. EXTERIOR WALL. E. CEILING HEIGHTS SHOWN ARE HEIGHTABOVE FIRST FLOOR SLAB WHICH VARIES. F CONTRACTOR TO COORDINATE WITH FIRE DISTRICT'S VENDORS FOR INSTALLATION REQUIREMENTS OF COMMUNICATION EQUIPMENT. VERIFY REQUIRED OPENINGS, ROOF AND WALL PENETRATIONS, CONDUIT LOCATION AND SIZES AND CLEARANCES PRIOR TO CONSTRUCTION. G. REFER TO SHEETS A7.X FOR INTERIOR ELEVATIONS & CASEWORK REFERENCES. KEYNOTES: (This Sheet Only) 1. EXISTING BUILDINGS: PROTECT THE EXISTING BUILDINGS DURING CONSTRUCTION. STATION TO REMAIN FUNCTIONING DURING CONSTRUCTION. 2. EXISTING BUILDING: PROTECT EXISTING ROOF GUTTERS AND DOWNSPOUTS DURING CONSTRUCTION. REPLACE DAMAGED ITEMS, 3. EXISTING BUILDING: EXISTING ASPHALT SHINGLE ROOF TO REMAIN. 4. EXISTING NORTH WALL: WINDOW OPENINGS TO BE FRAMED IN WITH WOOD STUDS AND FINISHED TO MATCH ADJACENT FINISHES. 5. EXISTING NORTH WALL: NEW DOOR OPENING IN EXISTING WALL. 6. NOT USED 7. PEMB BASE PLATES: SEE STRUCTURAL DOCUMENTS FOR ACTUAL PLATES, ANCHOR BOLT LOCATION, ALL DIMENSIONAL CRITERIA AND SPECIFICATIONS. B. FIRE EXTINGUISHER CABINET: FULLY RECESSED, PE SIZED FOR UP TO 10 # EXTINGUISHER. (VERIFY R.O. R MANUFACTURER Consultant I Professional Stamp 9. 1 3/4" X 11 7/8" LVL BUCK TO TRIM OUT OPENING BTW THE PEMB AND THE WOOD FRAMED ADDITION. SEE DETAIL 10/A5.2. A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a,tarc.com mail@a4arc.com 10. EXISTING STATION - APPARATUS FLOOR DRAINS: Carbondale THERE IS NOT AN (E) SAND AND OIL SEPARATOR FOR THE (E) APPARATUS BAYS TH ED AND CONNECT WITHEXING PIPE TO BE NEW W STE WATER (SEE CIVIL DOCUMENTS). PING UTILITY: (E) POWER POLE TO HAVE A NEW R (20') GUY WIRE INSTALLED ALONG WITH A NEW N BY HOLY CROSS ELECTRIC. COORDINATE LY CROSS THE LENGTH OF THE GUY -WIRE AND JCE FOR THE DEAD MAN. NOTIFY THE CT IF THERE IS A CONFLICT WITH THE PLANS. WOOD FRAMED ADDITION - NEW SINGLE PLY VE ROOF: CONNECTOR ROOF TO BE SLOPED IOR DRAINS TO DAYLIGHT. (SEE A5.0 FOR FC1 Owner 14. NEW SUPPLIED BPEMB Y P MB COMPANY. ROOF: METAL ROOF AND BOX GUTTERS 15. NEW PEMB METAL SIDING AND ROOFINA. UPPER PORT G: COLOR A" (DARK GRAY) N OF THE BUILDING TO HAVE B. LOWER PORTION OF THE BUILDING TOP HAVE COLOR "B" (WHITE). 16. NEW PEMB TRENCH DRAIN: NEW SAND AND OIL TRAP FOR THE EXISTING APPARATUS BAYS AND THE NEW APPARATUS BAYS, OVERFLOW DRAIN TO DRY-WELL/AREA DRAIN. (SEE CIVIL & PLUMBING). 17. NEW PEMB APPARATUS SLAB: CONCRETES AB (SEE STRUCTURALnDOCUMENTS) SLOPE TO TRENCH DRAIN AS SHOWN. 18. SITE: 6" DIAMETER STEEL BALARDS FILLED WITH CONCRETE W/ STEEL CAP. Project 19. SITE: 4" THICK CONCRETE ENTRY SLAB 20. SITE: 5'-6" WIDE X 6" THICK REINFORCED CONCRETE i 4PRON ALONG FACE OF CHID AS SHOWN. SLOPE AWAY -ROM ORD @ 114" / FT IF POSSIRI F: Fv11.. +n_ 21. SITE: NEW 6" CURB AND GUTTER AS SHOWN 22. CONCRETE LANDING AND STEPS. 3 R @ 7", 2 T @ 12 LANDING 4'-6" X 5'-8". HANDRAIL ON BOTH SIDES, RUN RAILING V PAST RISER TOP AND BOTTOM. 1 1/2" TUBE STEEL RAILING ON BOTH SIDES, PAINTED RED. 23. NEW WOOD FRAMED ADDITION - NEW ROOF: LAMBS TONGUES FOR ROOF DRAIN AND OVERFLOW. 24. NEW WOOD FRAMED ADDITION - SOFFIT: CORRUGATED METAL SOFFIT (RED). 25. NEW WOOD FRAMED ADDITION - PORCH: STRUCTURAL BEAM CANTILEVER. 26. NEW PEMB: METAL PAN PROFILE INTERIOR SIDING @ 8'-0" +/- A.F.F. EXISTING WALL TO REMAIN NEW CONSTRUCTION -------------- -------------- EXISTING WALL TO BE DEMOLISHED NORTH 1' 2' 48' & Rural Fire Protection District Kea�s7v\. o c a ® x FIRE; EMS 0 RESCUE WEST END STATION #84 5449 County Road 154 Glenwood Springs Colorado Issue Stamp Date Issued For 1.28.20 CD 60% V.5%PAN 2.28.20 CD 60% 11 4.27.20 DSK #4 4.30.20 CD 90% 5.8.20 CD t00% Project No: 1823- — - -- - -- APPARATUS ADDITION First FI r A 2.2 Z o0 oC Luz 3myk �in�o Zta�o �kci z U W ¢gW¢ W 0 = 2 az�¢ Z W oom� ~-�Zz c=Wnaz w''xz p cc Lo W 0 ¢ W 2 Q o�zm UZ C> owCZL, Co LW Cc LU � W Z ?: :Z =oomo ov'Q Uo y z � UJ W ¢C o UW¢c� 2 wp2� ¢ems m ZZ Cc W p � ¢ O ac1cZZ Cc �a z � 0 W o�z¢ J ¢ cc ¢ __Z 0 ck 0 (n Luj m A Z U, W p ¢ az W C W W ¢ Q W W a �2aLW W Z mLU C W co z= ,a 2U� 000j U Qc LnG 0 O W Q U cc U U z zooWcc LQL,ac Q 5 Uto U U ac L,i Com p W = � LQ LO~tij¢ Z 2 p C�c U ¢QJ:Z~ W W O U W W=c'� l-- o 3 PROJECT DESCRIPTION 1. Project is an addition consisting of a pre-engineered metal building with one level above grade attached to a light -frame wood building with one level above grade. Foundations consist of spread footings. 2. This description is for general orientation only. The General Contractor is responsible for all scope items described in the drawings and project specifications as well as for all material and labor that can reasonably be inferred there from. GENERAL APPLICATION 1. These drawings must be used in conjunction with the architectural drawings on the project to clearly define all requirements for construction 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanical, and electrical documents. 3. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions, contradictions or ambiguities in the drawings shall be brought to the attention of the Structural Engineer. Corrections or written interpretations shall be issued be fore efore affected work may proceed. 4. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing of any deviation or substitution from requirements of the contract documents. Contractor shall not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's review of shop drawings, project data, etc., unless the Contractor has clearly and explicitly informed the Structural Engineer in writing of any deviations or substitutions at time of submission. EXISTING CONSTRUCTION 1. All information, dimensions, elevations, etc. shall be considered approximate and shall be field verified by contractor prior to ordering or fabricating material. 2. Report all discrepancies to the General Contractor and Architect/Engineer. 3. In as much as the addition to remodeling, retrofit, renovation or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions, the contractor must immediately notify the structural engineer if any existing condition deviates from those indicated in the contract documents. 4. Contractor shall verify all existing conditions prior to ordering materials or proceeding with new work in areas affected by existing conditions. Structural Engineer shall be informed in writing of conflicts between existing and proposed new construction. 5. No openings nor any changes or additions shall be made in any existing structural elements without written approval of the Structural Engineer. Where the function of an existing element as structural or non-structural is unclear, the determination of its function will be made solely by the structural engineer. MISCELLANEOUS NOTES 1. The Contractor is solely responsible for all safety regulations, programs and precautions related to all work on this project. 2. The Contractor is solely responsible for the protection of persons and property either on or adjacent to the project and shall protect it against injury, damage, or loss. 3. Means and methods of construction and erection of structural materials are solely the Contractor's responsibility. 4. The structure is designed to function as a unit upon completion of construction of the project and then, only to support the design loads indicated. The Contractor is responsible for means, methods and sequence of construction and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5. No openings, nor any change in size, dimension or location shall be made in any structural element without written approval of the Structural Engineer. 6. Do not scale these drawings, use the dimensions shown. In case of conflict, request clarification from Architect and Structural Engineer. 7. No structural modifications, alterations, or repairs shall be made without prior review by Structural Engineer. Submit details and calculations prepared by a professional engineer registered in state where project is located and employed by Contractor. QUALITY ASSURANCE 1. The Contractor is responsible for quality assurance, including workmanship and materials furnished by subcontractors and suppliers. 2. Inspection or testing by the Owner does not relieve the Contractor of the responsibility to perform the work in accordance with the Contract Documents. 3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work which does not conform to the specified requirements. 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. QUALITY CONTROL 1. The Owner's Testing Agency shall perform testing and special inspections required by the structural documents, building code and the local authority. The Testing Agency shall comply with ASTM E329 and upon completion of work, the Testing Agency shall furnish a certificate of compliance, signed by the professional engineer overseeing special inspections and testing. The professional engineer must be registered and licensed in the state where the project is located. 2. The individual employed by the Testing Agency, responsible for overseeing testing and inspection of soils and foundations shall be a professional engineer practicing the discipline of geotechnical engineering, referred to as the Geotechnical Engineer in the structural portion of the construction documents. The Geotechnical Engineer is responsible for testing and inspections of soils, earthwork and foundations for conformance to the foundation design and the geotechnical report. See foundation section of the general notes. 3. See special inspections section of the general notes for required testing and inspection. SUBMITTALS 1. See Material sections of these General Notes for required shop drawings. 2. Submit one (1) copy of the required information (Manufacturers Data, Shop Drawings, etc) via electronic media (PDF or similar). 3. Reproducible copies of contract documents shall not be used. 4. Submittals shall be sent directly to the Architect for review and distribution. 5. Submittals shall be reviewed by Contractor and Subcontractor prior to submission. Drawings shall bear Contractor's approval stamp accepting responsibility for coordination of dimensions shown in the contract documents, quantities and coordination with other trades. 6. Allow 14 calendar days in the Structural Engineer's office for review of submittals. 7. Submittals will be returned to the Architect with Structural Engineer's review comments via electronic media. DEFERRED SUBMITTALS 1. Submit shop drawings along with calculations noted to be signed by a registered Engineer in the state where the project is located when required by specification. These deferred submittals (shop drawings) shall first be submitted to the project Architect and/or Engineer of record for review and coordination. Following the completion of the review and coordination by the Architect/Engineer of record; a submittal may then be made by the Contractor to the local Building Department for review and approval, which shall include a letter stating this review and coordination has been performed and completed and plans and calculations for the deferred items are found to be acceptable (e.g., with regard to geometry, load conditions, etc.) with no exceptions. 2. The list of items for deferred submittals includes the following items: Pre -Engineered metal buildings SPECIAL INSPECTIONS AND TESTING Category/Material Component/Work Class 1 2 3 4 5 o Footing Soil Bearing Material x a X Slab -on -Grade Subgrade Material Compaction X X X LL'o Formwork Installation X Reinforcing Placement X X Steel Embeds X X Cast Embedded Anchors X X v Concrete Strength, Slump, Temperature, and Air Content X X Verification of mix design use on site (prior to to placement) X X a Concrete Placement X X X C Concrete Curing X U Post -Installed Anchors in Overhead Applications x X X All Other Post -Installed Anchors X X Fabrication Facility X X Connection Erection and Assembly X X Bolts in Snug Tight Joints X X Pretensioned and Slip Critical Bolts/Joints Using v Turn -of -Nut with Matchmarking, DTI Washers, X X or twist -off -type TC bolts Pretensioned and Slip Critical Bolts/Joints Using Turn -of -Nut without Matchmarking or X X X Calibrated Wrench Methods of Installation All welds other than Complete Joint x X X Penetrations Groove Welds Complete Penetration Groove Welds X X X X NOTES: 1. Special inspection and testing are to conform to chapter 17 of the IBC and the local building department. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 5. Class 3: Continuous inspection and verification of operations and conditions. 6. Class 4: Audit and inspection of fabrication facility's quality control program, and collection of facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 7. Class 5: Verification of certifications SPECIAL INSPECTION 1. Special inspection and testing shall be performed as required by the local jurisdiction, the building code and the construction documents. See quality assurance section of the general notes. 2. Coordinate and schedule inspection and testing prior to the start of work requiring inspection and testing while providing special inspector reasonable notice. 3. All deficiencies shall be corrected for acceptance by the testing agency. 4. Inspections performed by the local jurisdiction do not replace inspection or testing required by the owners testing agency. 5. Special inspection and testing is required for the items shown in the special inspections and testing table. STRUCTURAL DESIGN CRITERIA Building Code: 2015 International Building Code (Note 1) Local Jurisdiction: City of Glenwood Risk Category: IV Wind Loading Basic Wind Speed Vult = 115 MPH Exposure Category B GCp1 +/-0.18 Wind Design Pressure Components & Cladding - Ultimate 20ftz 50ft' 100ft2 Interior Roof Zone (Zone 1) -18.2 PSF -17.5 PSF -17.0 PSF Roof End Zone (Zone 2) -30.0 PSF -26.6 PSF -24.0 PSF Corner Roof Zone (Zone 3) -45.2 PSF -41.0 PSF -37.9 PSF Interior Wall Zone (Zone 4) -21.3 PSF -20.1 PSF -19.2 PSF Wall End Zone (Zone 5) -25.6 PSF -23.2 PSF -21.3 PSF Seismic Loading Seismic Importance Factor, le 1.5 Mapped Spectral Response Acceleration Ss 0,327 Sl 0.082 Site Class C Spectral Response Coefficients SDs 0.262 Sol 0.093 Seismic Design Category C Snow Loading (Notes 2,3,4,6) Ground Snow Load, Pg 50 PSF Minimum Flat Roof Snow Load, Pf 42 PSF Importance Factor, 1, 1.2 Terrain Category C Exposure Factor, Ce 1.0 Live Loads and Superimposed Dead Loads (Notes 4) Foundations Geotechnical Engineer Information: James D. Kellogg CTL Thompson, Inc 234 Center Drive Glenwood Springs, CO 81601 970-945-2809 Date of Report: 12/2/2019 Sliding Friction Coefficient 0.45 Allowable Bearing Capacity 4000 PSF Minimum Frost Depth 361N Foundation Schedule Located on: S-2.01 NOTES: 1. The governing building code defines the applicable edition of referenced codes and standards. Where governing building code does not define referenced codes and standards, the latest edition shall be used. 2. Ground snow load is according to IBC and City of Glenwood Springs Building Department 3. All snow loads on the structure for both flat and sloped roofs arecalculated in accordance with the 2015 IBC and based on the ground snow load stated above. Roof snow loads consider the following load conditions: partial loading, unbalanced roof snow loads, snow drifting, and sliding snow 4. See Load Keys for numerical definition and area designation of snow, live, and other gravity loads used in design OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 411000 PSF ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION CONCRETE MIX DESIGN REQUIREMENTS Element Vc (psi)Cement Type Max W/C Max Agg Air 1,1 Content Slum 3 p Exposure Class Footings & Stem Walls 4000, NW 1/II 0.45 3/4" 5 4" F1,CO S0,P0 Interior Slab -on -Grade (SOG) 4000, NW 1/II 0.45 3/4" 5 4" F1,CO SO,PO Other 4000, NW 1/II 0.5 3/4" 5 4" F1,C0 SO,PO TABLE FOOTNOTES: 1. For any concrete exposed to freezing temperatures and moisture, the air content shall be the greater of 5%, minimum required by ACI 318, or of that shown in the table. 2. Tolerance on air content as delivered shall be +/- 1.5%. 3. Slump tolerances as follows (ACI 117) Specified Slump not greater than 4"=+/- 1" Specified Slump more than 4"=+/- 11/2" Where Slump is specified as a range= No Tolerance See ACI 301 for slump of concrete before addition of plasticizers or high -range water reducing admixtures 4. Refer to concrete column schedule for additional strength requirements GENERAL CONCRETE MIX NOTES: 1. Strength (f'c) is the 28 day compressive strength at 28 days unless noted otherwise or compressive strength at the specified age. 2. Concrete is normal weight concrete unless noted otherwise. Normal weight concrete (NW) shall have a dry density of 145 ±5 pcf unless noted otherwise. Lightweight concrete (LW) shall have a dry density of 110± 5 pcf. 3. Required minimum average splitting tensile strength = 6.7*V(f'c) regardless of concrete density. 4. Mix designs shall be in accordance with ACI 301. 5. Exposure Class indicates the severity of the anticipated exposure of concrete members for each exposure indicated below according to ACI 318/AC1301. Freeze Thaw Exposure noted thus: FO,F1,F2,F3 Water -Soluble Sulfate in Soil Exposure noted thus: S0,S1,S2,S3 Permeability Requirements noted thus: [PO,P1/WO,W1] Corrosion Protection of Reinforcement noted thus: CO, C1, C2 Refer to ACI 301/ACI 318 for specific requirements based on the exposure category indicated in the mix design table above 6. Corrosion Protection of Reinforcement requirements (CO,C1,C2): Maximum water-soluble chloride ion (CL-) content in concrete, by % weight of cement Reinforced Concrete: CO = 1.0 C1= 0.3 C2 = 0.15 Prestressed Concrete: CO = 0.06 C1= 0.06 C2 = 0.06 7. Where concrete is exposed to F3 freeze thaw exposure, restrictions on maximum fly ash and/or other cementitious materials apply. Refer to Table 26.4.2.2(b) in ACI 318-14 for requirements ABBREVIATIONS AB anchor bolt ADDNL additional AFF above finish floor LT alternate ARCH architectural BLDG building BM beam BOT, B/, BOx bottom of (S=slab, C=conc, etc) BRG bearing BS both sides between BTWN CFS cold -formed steel cast -in -place CIP CJ construction / control joint _ CJP complete joint penetration CLR clear CMU concrete masonry unit COL column CONC concrete CONN connection CONST construction CONT continuous depth diameter D DIA, DIM dimension DK deck DTL detail DWGS drawings DWL dowel (E) existing construction EA each EF each face EJ expansion joint ELEV elevation EOx edge of (S=slab, C=conc, etc) EW each way EXP expansion EXT exterior foundation FDN FLR floor FOx face of (S=slab, C=conc, etc) FS for side FTC footing GA gage GB grade beam GC general contractor GEN general GLB glulam beam HDG hot dip galvanize HDR header HK hook HORIZ horizontal NSA headed stud anchor I/F inside face INT interior JST joist JT joint 1000 pounds 1000 pounds per lineal foot KIP, K KLF ABBREVIATIONS L length LAT lateral L8S pounds LLH long leg horizontal LLV long leg vertical LONG longitudinal LSL laminated strand lumber LVL laminated veneer lumber LW, LWT lightweight MAS masonry MAX maximum MECH mechanical MFR manufacturer MIN minimum MTL metal (N) new construction No Number NOM nominal NS near side normal weight NW, NWT 0/F outside face OC on -enter OH opposite hand OPNG opening PAF PG powder actuated fastener precast PERP perpendicular PERT pre-engineered roof truss PJP partial joint penetration PL plate PLF pounds per lineal foot PSL parallel strand lumber PT post -tensioning PT pressure treated RE reference REiNF reinforcement REQD required RET retaining SC slip critical SCHED schedule SCL structural composite lumber SIP structural insulated panel SOG slab on grade SPA spacing STFNR stiffener STL steel SUBFLR subfloor T/, TOx top of (S=slab, C=conc, etc) THK thickness TL transfer load TRAN transverse TYP typical UNO unless noted otherwise VERT vertical VIF verify in field W width WP I work point WWF I _ welded wire fabric SECTIONS AND CIP CONCRETE SOIL FILL UNDISTURBED SOIL I I I I WOOD FRAMING - - - BEAM / GIRDER JOIST / RAFTER AND WOOD FRAMED WALL ABOVE WALL BELOW (ALL MATERIALS) STEEL COLUMN ABOVE WOOD COLUMN ABOVE COLUMNS BELOW (ALL MATERIALS) *CIP CONCRETE SHOWN; GRAPHICS APPLY TO OTHER WALL MATERIALS FOUNDATIONS F? FOOTING NOTATION XX'-XX" F1 = FOOTING TYPE RE: SCHEDULE XX'-XX" = T/FTG ELEVATION S S FOOTING / FOUNDATION STEP KEYS AND WALL / BUILDING SECTION ,(Silo-,"1 = DRAFTING NUMBER 5101 = SHEET NUMBER 1 SECTION CUT S10f I = DRAFTING NUMBER S101 = SHEET NUMBER 1 DETAIL CALL OUT 5101 1 = DRAFTING NUMBER S101 = SHEET NUMBER A /00\ ADDENDUM NUMBER �� STEPS AND SLOPES IN DECKS & SLABS 7711 y y YY" = STEP HEIGHT REFERENCE n ELEVATION CALLOUT XXX' -Yy. REFERENCE = T/OBJECT OR B/OBJECT XXX'-YY" = OBJECT ELEVATION COLUMN OR PILASTER TYPE Ci CX = COLUMN OR PILASTER TYPE, 0Q� RE: SCHEDULE BPX = BASE PLATE, RE. SCHEDULE WOOD JOIST HANGER H1 = JOIST HANGER TYPE, RE: SCHEDULE WUUU ZMLAK WALL MAN SHEAR WALL ABOVE FLOOR/ROOF SHEAR WALL BELOW FLOOR/ROOF SHEAR WALL ABOVE & BELOW FLOOR/ROOF q�O* WOOD SHEAR WALL DESIGNATION AND MINIMUM REQUIRED LENGTH RE: SHEAR WALL SCHEDULE A HOLD DOWN FOR WOOD SHEAR WALL RE: HOLD DOWN SCHEDULE NEW SHEET = C REVISED DRAWING = 0 NO MODIFICATIONS = • SHEET DELETED = ISSUE DATE AND TITLE N N o N c�j ao N 0 rat 00 u'i V V U SHEET 0 >� NO. SHEET NAME tO 2 rn o S-1.01 GENERAL NOTES O • • • S-1.02 GENERAL NOTES O • • • S-1.03 TYPICAL DETAILS O • • • S-1.04 TYPICAL DETAILS • • 1 S-1.10 MBS REACTION PLAN �_) • S-2.01 FOUNDATION PLAN 1 J 0 S-2.02 ROOF FRAMING PLAN 73 0 • S-3.01 DETAILS J 0 • 5-4.01 ,SCHEDULE O • A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com KL&A, Inc. Structural Engineers and Builders 215 Nodh 1N 9tre "nX E CaMntl le. WO o 81823 v:(wye 6174 Goken . LwelenE . gpting FqF . GA. , M Consultant 9 i 42674 0511112020 ...ANAL Stamp Owner WEST END STATION #84 Glenwood Springs, CO I Date Issued For 12.20.19 25% CD 1.28.20 65% CD 4.30.20 90% CD 5.08.20 100% CD Project No: B0681 Drawn By: BWB GENERAL NOTES S-1 01 KlO r4 z Oo W � � W zmy� 00 �aC, zU� L. az-¢ i LW oom� C3U)oz C3yaz C¢J=C<Ck: Q 0 ¢ W z a 3�I cam az O 3 O O W C, �?LoW QzLW LL LW Lu oomo U O y z U W Q y 2 ='Ot C�0zo zUJ?; » m O � Q 0 CL � CL W ooze Q ' Cc Q �:Zi2ZZ o� CC�o� Wm> z C_ LW W C,o W Q CL W a W W 0- m � a Ei�Lwg0 x� CL p OW j U cc u]U �a2pz O ti W to ¢ 2ooW� W O U U Wca �~W� W�QLQ a Q U 2 CJ ��zQ z=o�� ¢¢_�ZZ OO W OU O LW U, x METAL BUILDING SYSTEMS (13 3419 and 13 3419,13) GENERAL: 1. Reference to "Metal Building Systems" (MBS) shall include the design, manufacture, transportation and erection of metal buildings as indicated on the architectural and other drawings. 2. MBS manufacturer shall be a member of the Metal Building Manufactures Association and shall be accredited by the International Accreditation Services (IAS) to AC472. 3. The MBS manufacturer shall employ the Structural Engineer of Record for the MBS. KL&A, Inc. shall serve as the Structural Engineer of Record for the foundations (including anchor rods) and structural items not related to the MBS only. This includes freestanding mezzanines. 4. MBS contractor shall be responsible to design, furnish, place, and remove after completion any temporary shoring, bracing, etc., required for erection of the MBS work. FOUNDATIONS GENERAL: 1. The foundations have been designed based on the design criteria and the Geotechnical Report referenced in the Structural Design Criteria section. Earthwork and foundation soil preparation shall be performed to provide soil properties meeting the design criteria. 2. The Geotechnical Engineer shall inspect and test soils, earthwork and foundations - see special inspection and quality assurance sections of the general notes. Prior to placing foundations and slabs -on -grade, obtain approval from the Geotechnical Engineer indicating earthwork and soil preparation has been performed adequately to conform to the foundation design criteria. 3. Bottom of exterior footings, grade beams, and walls shall bear below final exterior grade for frost protection - see structural design criteria section of the general notes. 4. Contractor shall provide continuous site drainage by a mechanical method to control surface and underground water as required to maintain a dry working site. 5. Foundation drainage and waterproofing is not shown or specified within the structural portion of the construction documents. Reference other portions of the construction documents for drainage, waterproofing and items associated with other disciplines. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY GENERAL: 1. Holes are assumed to be dry unless otherwise noted on plans. 2. Holes to be hammer drilled with bit as specified by anchor manufacturer. 3. Anchors specified are based on the specific technical data published by the specified anchor manufacturer. Substitutions are not permitted without approval by the Structural Engineer of Record prior to use. Contractor shall provide calculations demonstrating that the substituted product is capable of achieving the performance values of the specified product. Substitutions will be evaluated by their having an ICC ESR showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions. Adhesive anchor evaluations consider creep, in- service temperature p ature and installation temperature. 4. Install anchors per the manufacturer instructions, as included in the anchor packaging. Installation shall adhere to ICC ESR. Reference plans and details for anchors that are to be installed with reduced torque. 5. Concrete should be allowed to cure a minimum of 21 days prior to adhesive anchor installation. 6. Prior to installation of anchors all installation and inspection personnel shall be instructed on site by a representative of the anchor manufacturer on proper installation techniques and equipment. 7. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings. 8. Installation of anchors shall not damage existing reinforcing, which includes post -tensioned tendons (PT). Prior to drilling, care shall be taken to avoid damage by locating existing reinforcing and PT by use of GPR, X- Ray, or other means that avoids damage to the concrete and accurately predicts potential conflict of reinforcing and PT. 9. Post -installed anchors to be stainless steel where exposed to exterior and/or corrosive environments unless the anchor is protected. 10. All installers of post -installed adhesive anchors horizontally, vertically or upwardly inclined in concrete to support sustained tension loads shall be certified by ACl/CRSI adhesive anchor installer certification program, or equivalent as required by the IBC. Submit certificates for record. 11. All post -installed anchors in concrete shall be suitable for use in cracked concrete applications. 12. When doweling continuously deformed rebar into concrete use Hilti RE-5000 or an adhesive that has been approved under ACI 355.4 and ACI 318 for development and lap splices. 13. Unless noted otherwise on plans/details all adhesive anchors shall be Hilti HIT-HY200 Safe -Set for concrete and Hilti HY-270 for block and brick. Unless noted otherwise on plans/details all expansion anchors shall be Hilti Kwik-Bolt TZ. See note 3 for substitutions. CONCRETE REINFORCING DOWEL EMBEDMENT LENGTHS Concrete Tension Dowels Compression Compression Dowels Strength Standard Hook Other 3000psi 22db Note 1 22db 4000psi 19db Note 1 19db 5000psi 17d Note 1 18db 6000psi 16db Note 1 18dh 8000psi 14db Note 1 18db >_ 10000psi 12db Note 1 18db NOTES: 1. Refer to " Concrete Reinforcing Tension contact Lap Splice Lengths" table for tension dowels without standard hooks. Values for Class A tension splices are permitted to be used. 2. Embedment length shall not be less than 12 inches. 3. d is bar diameter 4. Compression dowel embedment lengths are permitted only when dowel is noted in drawings as compression, otherwise use tension embedment length. 5. Extend dowels to far edge of member UNO. CAST -IN -PLACE CONCRETE GENERAL: 1. All concrete work shall conform to AC1318 and ACI 301 and tolerances shall conform to ACI 117 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Concrete Compressive Strength -See "Concrete Mix Design Requirements" Table 3. Materials - See "Concrete Materials Designation" table TESTING: 1. Tests and inspections shall be performed in compliance with ACI 301 and Chapter 17 of the IBC. See Special Inspections. 2. Concrete shall not be placed until reinforcing and embedded items have been inspected by the owner's independent inspection agency and/or the special inspector. 3. See "Special Inspections and Testing" Table. SUBMITTALS: 1. Submittals shall conform to ACI 301. 2. Submittals for all concrete shall include: mix designs. FORMING: 1. Unless otherwise shown in the architectural drawings, provide chamfers at all columns, beams, walls, and slab edges that are exposed to view in the finished structure. 2. Unless otherwise shown in the architectural drawings, provide drip edges at the underside of all exposed slab edges. 3. Locate door openings, window openings, MEP openings, drip slots, reglets, brick ledges, curbs, and ledges per architectural drawings. For openings not dimensioned on structural drawings refer to architectural drawings. REINFORCING AND EMBEDDED ITEMS: 1. Provide standard hooks on bars terminating at a concrete face unless noted such as at edges of openings, slab edges, expansion joints, ends of beams, and ends of walls. 2. Unless noted otherwise, provide (2) #5's at each side of openings. Extend 2'-O" beyond edges of opening. 3. Splice bars with class B contact laps per the reinforcing contact lap splice length table, unless noted otherwise. 4. Splice welded wire fabric by lapping one full mesh space plus 2" 5. Unless noted, provide continuous reinforcing around corners and through construction joints, control joints, contraction joints, and joints between all abutting members. Provide epoxy coated reinforcing through construction joints at garage slabs and slabs exposed to de-icers. 6. Welding of reinforcing is prohibited, unless noted otherwise and shall conform to ASTM A706. 7. Provide embeds (including anchors) for all supporting structural and non- structural elements including but not limited to hand rails, canopies, window washing davits, miscellaneous steel, bollards, etc. PLACING AND FINISHING: 1. Handling, placing, constructing, and curing shall conform to ACI 301 including placement of concrete in wet weather, cold weather, and hot weather. 2. Curing compounds should not be used on surfaces that are to receive additional concrete, paint, tile, or other material requiring a positive bond unless the contractor has demonstrated that the membrane can be satisfactorily removed before subsequent application is made, or the membrane dissipates or can serve satisfactorily as the base for the later application. CONCRETE MATERIALS DESIGNATION Material Standard Portland Cement ASTM C150, Type I or Type II Fly Ash ASTM C618 Class C or F Aggregate ASTM C33 Water Potable Water Reducing Admixture ASTM C494, Type A or Type D High Range Water Reducing Admixture ASTM C494, Type F or Type G Accelerator Admixture ASTM C494, Type C or Type E Air Entraining Admixture ASTM C260 Curing Compound ASTM C309, Type I, Class A Reinforcing Bars ASTM A615-grade 60 (Specified Yield Strength = 60ksi) Welded Reinforcing Bars ASTM A706-grade 60 (Specified Yield Strength = 60ksi) Welded Wire Fabric ASTM A185 Vapor Retarder below Slab -on -Grade ASTM E1745-Class A NOTES: 1. Type III Portland cement may be used if acceptable to the Architect. COMMON NAIL DIMENSIONS Common Nail (Steel Wire) Minimum Diameter (in) Minimum Length (in) 6d - 0.113 2 2 1/2 8d 0.131 10d _ 0.148 3 - 12d 0.148 3 1/4 16d 0,162 3 1/2 20d 0.192 4 < ONCRETE REINFORCING TENSION CONTACT LAP SPLICE LENGTHS CONCRETE COMPRESSION STRENGTH (psi) 3,000 4,000 1 4,500 510007 6,000 8,000 Bars Top db 4- 9 de 477 ch 44 do 40 dh 35 db Other 44 db 36 db ZIM m 5 #6 38 db 34 db 31 db 27 db Q Bars Top 71 do 62 db 58 dh 55 db 50 dn- 44 db Other 55 db 47 db 45 db 42 db 39 db #7 34 db N Bars Top 85 dh 74 dh 70 dh 66 db 60 dh 52 db Other 66 db 57 db 54 db 51 db 46 db <_ #6 40 db Bars T� 107 dh 92 do 87 dh 83 do 7_ 6 do 65 db Other 82 d 71 db 67 db 64 db 58 d z #7 50 db Brs Top 74 dh 64 db 60 dh 57 dh 52 db 45 db Other 57 db 49 d 47 db 44 db 40 db35 v db m Bars Top 9- n_ 8�_ 76 db- 7.? db_ 6� de_ 57 db Other 71 di, 62 db 58 db 55 db 50 db N #7 44 db U N Bars Top 111 dh 96 dh 91 dh 86 dh 79 d 68 db Other 85 db 74 db 70 db 66 db - 60 db v 5 #6 52 db B � Tom 139 dh 120 db 113 do 108 db 98 d� 85 d Other 107 d 92 d 87 dh 1 83 ch 76 db 1 65 d Where: db: Diameter of reinforcing bar Class A: Class A tension splice Class B: Class B tension splice Case #1: Clear spacing greater than or equal to 2*db AND cover greater than or equal to db. Case #2: Clear spacing less than 2*dbor cover less than d. Top Where horizontal reinforcement is placed such that more than 12 inches of fresh concrete is cast below the development length or splice. Other: Other condition not satisfying Top qualification (bottom horizontal reinforcing) NOTES: 1. All tension splices shall be contact class B splices unless noted otherwise. Splice length shall not be less than 12 inches. 2. Splice Lengths in table are for single bar splices with maximum yield strength of 60ksi non -epoxy reinforcing bars. 3. For reinforcing with a specified yield strength greater than 60ksi multiply splice lengt by (specified yield strength/60ksi) 4. For individual bars within a bundle lap lengths shall be multiplied by 1.33 for four - bundles and 1.20 for three bar bundles. Individual splices within a bundle shall not overlap. Entire bundle shall not be lap spliced. 5. Bars larger than #11 shall not be lap spliced. For bars larger than #11, mechanical splice shall be used. Mechanical splices shall have strength greater than or equal to 125% the yield strength of the reinforcing bar. Mechanical splices shall be staggered. 6. Where bar of different size are lap spliced in tension the minimum splice length shall be the larger of the length of a Class B tension splice of the smaller bar, or the length of a Class A tension splice of the larger bar. 7. Lap splices are not permitted where minimum clearance between reinforcing cannot be maintained. 8. Lap splice lengths shall not be less than the larger of 12 inches multiplied by all applicable multipliers or the table length multiplied by all applicable multipliers. WOOD FRAMING GENERAL: 1. All wood construction work shall conform to ANSI/AF&PA NDS unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Materials - See Wood Materials Tables 3. Qualifications - Carpenter shall be experienced in construction of projects of similar size and complexity and shall be knowledgeable of conventional light frame construction practices and minimum nailing requirements of the IBC. PRODUCTS: 1. All wood framing shall be at a moisture content of 19% or less and shall be marked S-Dry (surface dried) or KD (kiln dried). 2. Unless noted otherwise, all sizes noted on these drawings are nominal. Actual sizes are based on "Minimum Dressed -Dry" dimensions according to American Softwood and Lumber Standard P520-10. 3. Unless noted otherwise, all glulam framing sizes are minimum dressed dimensions in accordance with American Institute of Timber Construction AITC113. 4. Unless noted otherwise, all manufactured framing sizes are based on specified manufacturers published information. 5. Wall studs to be Douglas Fir -Larch (DFL) stud grade @16"OC, unless noted otherwise in the drawings. 6. Wood I -joists: where framing members are noted TJI on the drawings, use engineered products by Weyerhaeuser or approved equal. 7. Structural Panels: Sheathing for roofs and walls shall conform to APA PS-2 standards. All panels shall be Exposure 1, unless noted otherwise. 8. Sills: Sill plates shall be pressure treated Douglas Fir -Larch stamped to show compliance with AWPA standards. DESIGN VALUES FOR DIMENSIONAL LUMBER Species & Grade Flexural stress Compressive I Stress Horizontal I Shear Stress Modulus of Elasticity DOUGLAS FIR -LARCH (DFL) Select Structural 1,500 psi 1,700 psi 180 psi 1,900 ksi Not 1,000 psi 1,500 psi 180 psi 1,700 ksi Not 900 psi 1,350 psi 180 psi 1,600 ksi Stud 700 psi 850 psi 180 psi 1,400 ksi DESIGN VALUES FOR GLUE -LAMINATED TIMBER Flexural Flexural Compressive. Horizontal Modulus Modulus Member Combo Stress Stress Stress Shear of of Type Symbol (Top) (Bottom) ! Stress I Elasticity Elasticity (Ex) (Ex,min) Cont Beams, Cantilevers 24F-V8 2,400#2,400i 1,650 psi 265 psi 1,800 ksi 950 ksi Simple24F-V4 BeamsColumns 1,850i 1,650 psi 265 psi 1,800 ksi 950 ksi 2 1,700i 1,950 psi 265 psi 1,600 ksi 850 ksi WOOD FRAMING (continued) CONNECTORS: 1. All bolts, metal connector s, hangers, anchors, and fasteners in contact with preservative treated wood shall be hot dipped galvanized G90 or stainless steel type 304 or 316. 2. Provide 5/8" diameter anchor bolts @48"OC at the top of all foundation elements for attaching sill plates, except at shear walls. See Shear Wall Nailing Schedule for shear wall anchor bolt spacing. As a minimum, provide two bolts, each within 12" max and 5" min of the ends of each piece of sill plate. 3. J and L type bolts are allowed for anchorage of wood sills. 4. Anchor bolts shall be cast into concrete or grouted into masonry with a minimum embedment of 7" 5. Provide plate washers at all shear wall anchor bolt connections to wall plates. See "Typical Wood Shear Walls - Nailing Schedule and Details" for more information. 6. Nailing shall conform to the minimum requirements contained in Table 2304.10.1 of the IBC unless more stringent requirements are shown on these drawings or in these notes. 7. All nails are to be steel common wire nails and conform to ASTM F1667, 8. Pre -drill nail holes when necessary to prevent splitting. 9. Steel plates for wood construction shall conform to ASTM A36. 10. Bolts shall conform to ASTM A307. 11. All exposed bolts in wood structure which are not in contact with preservative treated wood shall be plain, uncoated steel. 12. Holes for bolts shall be 1/16" oversized. 13. Retighten all bolts prior to closing in. 14. Lag screws shall penetrate the main member a minimum of eight times the shaft diameter unless noted otherwise. 15. Diagonal (toe -nail) lag screws shall be installed with a minimum edge distance of four times the shaft diameter. INSTALLATION: 1. Built-up Columns: Where hidden in a wall, at contractor's option, wood columns may be built-up from 2x laminations. Laminations shall be stitched nailed with staggered 16d@4"OC. Do not splice laminations. 2. Truss rods and connections shall be tightened after installation and leveling. 3. At roofs and floors, lay panels with long dimension perpendicular to supports with short edges staggered. 4. Nail roof sheathing to supports with [8d@4"OC edges, 8d@6"OC edges] and 8d@12"OC field. 5. See plans for areas of special blocking and nailing. 6. Nail vertical sheathing to supports with 8d@6"OC edges and 8d@12"OC field for walls not designated as shear walls. 7. Where shear walls are noted on the plans, the sheathing is used as part of the lateral load resisting system. See typical details for attachment of sheathing to supports for wood structural panel shear walls. FRAMING TOLERANCES: 1. Layout of walls and partitions: within 1/4" of intended position. 2. Plates and runners: 1/4" in 8' from a straight line. 3. Studs: 1/4" in 8' out of plumb, not cumulative. 4. Face of framing: 1/4" in 8' from a true plane. WOOD STRUCTURAL PANEL REQUIREMENTS Supporting Element APA Span Rating Minimum Thickness Roof over Trusses/Rafters 40/20 19/32" Floors (Sturd-I T&G) Walls 24 OC Single Floor 32/16 23/32" 15/32" Shear Walls 32/16 15/32" 1 ROOF LOAD KEY V-0" LOAD KEY LEGEND SELF SUPERIMPOSED LOADS LOAD AREA PATTERN WEIGHT (PS0 LIVE LOAD DESCRIPTION OF LOAD NOTES DEAD LOAD LIVE LOAD ^W LOAD VERT WIND HYDROSTATIC (Psf) (psf) f) LOAD (psf) UPLIFT LOAD REDUCTION (NOTES 1&2) (NOTE 3) (NOTES 5&7) 6&7) (NOTES 8&10) +51-10 (NOTES 9&10) -- NO PEMB ROOF *DEFINED BY PEMB O* * 20 + Ur NCED SUPPLIER O10 10 20 ki) 1 'SLIDIN +51-10 -- NO TYPICAL ROOF SEE NOTES 1,$3,4 I. DRIFTING SNOW LOADS ARE DEFINED BY DIAGRAM TO THE RIGHT. 2. ROOF LIVE AND SNOW LOADS DO NOT ACT CONCURRENTLY. J. VERTICAL WIND LOADS ARE MWFRS LOADS AND HAVE NOT BEEN REDUCED BY DEAD LOADS, NEGATIVE LOADS ARE UPLIFT. RE: STRUCTURAL DESIGN CRITERIA TABLE FOR COMPONENTS AND CLADDING DESIGN CRITERIA. 4. NEGATIVE LOADS ARE UPLIFT AND HAVE NOT BEEN REDUCED BY DEAD LOADS. / ROOF DRIFTING SNOW LOAD DIAGRAM LOADING AT d SLIDING CONDITION fGl DRIFT SCHEDULE Pd (PSF) Ld (FT) DRIFT 1 38 7'-0" DRIFT 2 58 W-0' SLIDING 1 18 W-0" D E ft A A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com KL&A, Inc. S[mdural Engineers and Builders 215MM 1]15 1.UWE QN nd.,. a . 616a P: (aml ezi snx Goltlen . LpcelvM . R rlll, FoA . 9uflaq. WY Consultant ............... 42674 05111/202(1 ............... iai... Stamp Owner WEST END STATION #84 Glenwood Springs, CO Date Issued For 12.20.19 25% CD 1.28.20 65% CD 4.30.20 90% CD 5.08.20 100% CD Project No: B0681 Drawn By: BWB GENERAL NOTES CS-1 .02 K/ 4A. IN(. Z z Z O O O W O W W W 2 mU? Q" ¢20W 20� a J O O W ¢ j. � cc U_ y U — 2zsWCLcc ��yQ ti or O 2 o,z�¢ 2 WCE oom@ Jzz ¢ p U y a ? U = Cc 5C I. ¢ 0 O y W eWZi O 3 O O WOW 1=?yW W ~ y Z =pUZ h Z W O LW 0 0 on = J ~ U 2 y cc OW W ~ y �� ZQ Q j m OZt L,Q.O co R 0r ti W W y z 00C' p Z¢ ¢ J Q Q L n y C O y W CO 2 2 Lwm3 ULwWC W W ¢ ¢ � WCn j a C W W h�L'wg0 ==oe zx a ZU O o U y U �L'LWO O W tiat ¢ U z at y Z p p W Cr W LW OLW U Q L' W OQ2= co z = O t U Q¢Jz W W O U to S W =Uk, �30 C 0 0 J O2 3 1 Vy mg -5.1 KIP Hx KIP Hz 2.3 -3.1 KIP SPREAD NA !N 1 MBS REACTION PLAN Vy 11.9 -6.1 Hx 3.3 -3.3 Hz 2.3 -3.I PIN SPREAD NA Vy Hx Hz SPREA 16.1 -9.6 3.3 -3.3 6.0 -6.0 NA KIP KIP KIP IN ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION Vy 11.9 -5.1 KIP Hx KIP Hz 2.3 -3.1 KIP SPREAD NA IN METAL BUILDING SYSTEMS — REACTION NOTES AND COORDINATE SYSTEM METAL BUILDING SYSTEM REACTION NOTES, 1. REACTIONS INDICATED ON PLANS ARE BASED ON ABOVE GLOBAL COORDIANTE SYSTEM, AND MAY NOT MATCH THE LOCAL COORDINATE SYSTEM E UTILIZED BY THE METAL BUILDING SYSTEMS MANUFACTURER. 2. MINIMUM/MAXIMUM VALUES INDICATED ARE BASED ON ALLOWABLE STRESS LOAD COMBINATIONS. J. REACTIONS, FOUNDATIONS AND ANCHOR RODS ARE BASED ON DRAWINGS AND REACTION PROVIDED BY THE METAL BUILDING SYSTEM MANUFACTURER AS LISTED BELOW. PRIOR TO FOUNDATION CONSTRUCTION, VERIFY THE DRAWING SET INDICATED BELOW IS THE FINAL "FOR CONSTRUCTION" SET FROM THE METAL BUILDING SYSTEMS MANUFACTURER AND NO REVISIONS HAVE BEEN MADE. HUAL BUILDING SYST MS MAN A TR R- MBMI METAL BUILDINGS MANUFACUTRER'S JOB NUMBER- 27944 DLU DI:, :� REACTIONS, 04108120 A 4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com KL&A, Inc. Sbuctural Engineers and Builders ]15 NOM iN5 SM1wS U'R E Gsbon&K C W d. 81633 P:(9]")9275174 Goken . LvelenE . Rmnnp PoM1 ...ftb. M Consultant No 0 V� 3 42674 p% 05111/2020 ;ice �Fssy�NAL ... Stamp Owner WEST END STATION #84 Glenwood Springs, CO Date Issued For 12.20.19 25% CD 1.28.20 65% CD 4.30.20 90% CD 5.08.20 100% CD Project No: B0681 Drawn By: BWB MBS REACTION PLAN CS 11.1 0 KI &A. INC z z z O O O � W W CC f W �—�z' 2 m h z p0- o �Ll p = U (Lid 2 LLU W ti y ¢ CLZ`Q o�mCc p � � ti JZZ En Lu Cc ¢o U W y ? U ti cl� Q Lu O W O ¢W22 3 cicc�m Cc y01 3�- O W p W z Ll W WZt ~ Zt LZ Z Z Z W O = O O p 1� = J J O ¢ ~ Z Z ti� w ¢oo� U W¢V� 0c O Z <j>aj 0 LuEn ¢ p ao� zpo� o�z¢ O � 2 pm� G3 cpCL W p WaQ Q a W �zRLw W ZmZa H 6 W LW xCccn LT R ti cl Lw Li- ce coU �a2pi oLu Uz»Ci 20�W� W O z U U W W mpW=� O J 0 3 U ¢U2�CE � �W�¢ LLj ¢¢Lw Jz W W O U S W = U � �30 z II I N II W W 3" CLR II " WIDTH B" RE: SCHEDULE TYPICAL WALL FOOTING FOUNDATION WALL OWL TO MATCH WALL VERT REINF, ALTERNATE HOOK DIRECTION IN FOOTING T/FTG FOOTING BOT REINF, RE. SCHEDULE CONTINUOUS FOOTING SCHEDULE MARK WIDTH "B" THICKNESS "r" L, REINFORCING FC16 1'-4" 1'-0" 3 5 CONT, BOT ISOLATED FOOTING SCHEDULE MARK LENGTH "L" I WIDTH "B" THICKNESS "T" I REINFORCING F5.0 1 5'-0" 1 5'-0" 1'-0" (5)15 Elf BOT, TYP F6.0 1 6'-0' 1 6'-0" 1'-0" 6 15 EW BOT, TYP FOOTING NOTES: 1. FOOTINGS SHALL BEAR ON PROOF ROLLED NATIVE SOIL OR COMPACTED FILL AS SPECIFIED IN THE SOILS REPORT, 2, ALL BEARING MATERIAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. THE GEOTECHNICAL ENGINEER SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. 3. FOOTINGS DESIGNED FOR ALLOWABLE BEARING PRESSURE OF 4.0 KSF. 4. CENTER CONTINUOUS FOOTING UNDER WALLS AND CENTER COLUMN FOOTINGS UNDER COLUMNS, UNO, 5. BEARING ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REQUIRED BY SUITABILITY OF BEARING MATERIAL, 6. DOWELS TO MATCH VERTICAL WALL AND PILASTER REINF UNO EXTEND OWLS 24" MIN ABOVE FIG UNO, 7. RE COLUMN SCHEDULE AND WALL DETAILS FOR FOOTING DOWELS. 8. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION. FOOTING SCHEDULE AND DETAILS NTS 01 C T X 9, DRILL & EPDXY 14 REBAR TO MATCH HORIZ WALL REINF, 5" J/ EMBED INTO (E) FON WALL, TYP o Q o 58'-0' J 24'-0" 34'-O" FF570 96'-0-0' _lul —0 JIUU VAUK IU (L) WUUU FRAMED WALL W/ TIMBERLOK SCREWS01200C, TYP EA SIDE N `-J 1 FOUNDATION PLAN 1/4" = 1'-0" FOUNDATION PLAN NOTES: 1. TOP OF SLAB ELEVATION INDICATED ON PLAN. 2. TOP OF WALL ELEVATION INDICATED ON PLAN. J. FOUNDATIONS CONSIST OF SPREAD FOOTINGS. UNLESS INDICATED OTHERWISE FOOTINGS SHALL BE CENTERED BELOW WALLS AND COLUMNS. RE: FOOTING SCHEDULE AND TYPICAL DETAILS, 4. SOG (SLAB —ON —GRADE) WHERE SHOWN ON PLAN CONSISTS OF REINFORCED CAST —IN —PLACE CONCRETE SLAB PLACED ON SUITABLE SUBGRADE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT, RE, PLAN FOR SOG THICKNESS, REINFORCING, AND ELEVATIONS. REINFORCING SHALL BE CHAIRED MID —HEIGHT OF THE SLAB, UNO. CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 15'-0". RE: TYPICAL DETAILS AND GENERAL NOTES FOR ADDITIONAL INFORMATION. 5. RE: SHEET 51.01-51.02 FOR GENERAL NOTES AND GENERAL LEGENDS 6. RE: SHEET S1.02 FOR LOAD KEYS 7. RE: SHEET Si.03—S1.04 FOR TYPICAL DETAILS OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 100 PSF Eel ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION fi(f &A. INC " HEATING AND VENTILATING FLOOR PLAN SCALE; 1/4"=1'-0" GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH AND BE COORDINATED WITH REQUIREMENTS OF ARCHITECTURAL PLANS AND EXISTING CONSTRUCTION Al THE TIME OF INSTALLATION. 2. INSTALL EQUIPMENT TO BE READILY ACCESSIBLE FOR SERVICE AND MAINTENANCE. REVIEW PROPOSED INSTALLATION WITH OWNER AND ARCHITECT PRIOR TO STARTING WORK. 3. ALL WORK SHALL CONFORM TO REQUIREMENTS OF GOVERNING CODE AUTHORITIES. 4. MAKE ALL DUCT CONNECTIONS TO FURNACE AND EXHAUST FANS WITH FLEXIBLE CONNECTIONS. 5. COORDINATE FINAL CEILING GRILLE AND EXHAUST FAN LOCATIONS WITH GENERAL CONTRACTOR AND LIGHTING LAYOUT PRIOR TO ROUGH -IN. 6. SEAL ALL DUCT JOINTS AND CONNECTIONS TO EQUIPMENT AIR TIGHT. 7. NOT ALL DUCTWORK OFFSETS AND TRANSITIONS REQUIRED TO INSTALL THE WORK IN THE AVAILABLE SPACE ARE SHOWN ON THIS DRAWING. FIELD MEASURE FOR EXACT REQUIREMENTS AND INSTALL ACCORDINGLY. 8. PAINT ALL DUCTWORK VISIBLE BEHIND AIR DEVICES MATTE BLACK. 9. ALL DUCT DIMENSIONS NOTED ARE CLEAR INSIDE. UNLESS OTHERWISE NOTED, ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH 1/2% 3# FIBERGLASS DUCT LINING. 10. OUTSIDE AIR DUCTS SHALL BE INSULATED WITH 1" EXTERIOR DUCT WRAP, R8.0 MINIMUM. 11. INSTALL DUCTWORK PER SMACNA STANDARDS. 12. ALL THERMOSTAT WIRES SHALL BE ROUGHED IN USING 6-WIRE CABLE. 13. PROVIDE FOR AIR SIDE TEST AND BALANCE AT COMPLETION OF PROJECT. MECHANICAL EQUIPMENT LIST RH-1 GAS FIRED RADIANT HEATER REZNOR VR 75-30 75 MBH INPUT, 30 FOOT LENGTH 1.1 AMPS, 120 VOLTS PROVIDE COMPLETE WITH: - HANGER KIT - OUTDOOR COMBUSTION AIR INLET KIT - FLEXIBLE GAS CONNECTOR - MANUAL SHUT-OFF VALVE AND UNION - HIGH ALTITUDE FIELD CONVERSION KIT - THERMOSTAT FR-1 GAS FIRED CONDENSING FURNACE ARMSTRONG MODEL A96UH2E30B08S 30 MBH INPUT, 2-STAGE - NATURAL GAS 23.4 MBH OUTPUT, 6,500 FT. ELEV. 600 CFM, 200 CFM O/A (FROM HRV-1), 0.5" S.P. 6.8 AMPS, 120 VOLTS EF-1 GARAGE EXHAUST FAN FAN TECH MODEL FKD 12XL 1050 CFM (1390 S.F. AT 0.75 CFM / S.F.), 0.5" S.P. 4.8 AMPS, 120 VOLTS PROVIDE COMPLETE WITH CO / NO2 WALL MOUNTED SENSOR SIMILAR TO HONEYWELL E3POINT OR APPROVED EQUAL. SENSOR CONTROL UNIT SHALL INCLUDE DRY CONTACTS AS REQUIRED TO START EF-1 UPON SENSING CO OR NO2. EF-2 GARAGE EXHAUST FAN - CONSTANT OPERATION FAN TECH MODEL FIR 125 70 CFM (1390 S.F. AT 0.05 CFM / S.F.), 0.25" S.P. 0.15 AMPS, 120 VOLTS EF-3 RESTROOM EXHAUST FAN PANASONIC MODEL FV-05-11VICS1 80 CFM, 0.25" S.P. 5.5 WATTS, 120 VOLTS HRV-1 HEAT RECOVERY VENTILATOR FAN TECH MODEL SHR 260RD 200 CFM, 65% MINIMUM TEMPERATURE EFFICIENCY 300 WATTS, 120 VOLTS .E rKUVIUL I,UMrLLIL wI rl rmuL HUJ" IMDLL OPPOSED BLADE BALANCING DAMPER AND FRAME FOR SURFACE MOUNTING SA-2 CURVED BLADE CEILING DIFFUSER KRUGER MODEL 180 10" x 10" PROVIDE COMPLETE WITH FACE ADJUSTABLE OPPOSED BLADE BALANCING DAMPER AND FRAME FOR SURFACE MOUNTING RA-1 RETURN AIR GRILLE - LOW WALL INSTALLATION KRUGER MODEL S80 18" x 6" PROVIDE COMPLETE WITH FRAME FOR SURFACE MOUNTING EA-1 EXHAUST AIR GRILLE - HIGH WALL INSTALLATION KRUGER MODEL S80 8" x 8" PROVIDE COMPLETE WITH FRAME FOR SURFACE MOUNTING LV-1 OUTSIDE AIR LOUVER - EF-1 MAKE-UP RUSKIN MODEL ELF375DX 24" x 36" TALL PROVIDE STANDARD FRAME, 3/4" ALUMINUM BIRD SCREEN AND NORMALLY CLOSED TWO POSITION MOTORIZED DAMPER. DAMPER SHALL BE INTERLOCKED TO OPEN UPON CALL FOR EF-1 OPERATION. DRAWINC7 TITLE: NEA7M AND VENTLATNG PLAN DAT7=: IZIYL/19 � SCALE: I/k" PROD. NO. 5O51-WE DRAWN BY: $AI aK'D pY: MAp ) NO- 0 / 8',,5/ R MAIN LINE / NEW PARKING AREA N)NG — — —-------------•-------- ----- — — — �N)NG 9 .//• // r__------ NEW APPARATUS BAYS 33'-6„ Occupancy Group S-2 " FI SEPARATION DISTANCE Z Low Hazard Storage " [Parking Garage] N\ ��a = 1 Area = 2,209 sf /,.�"` oPe = = OLF = 200 gsf/occ 1 i' NEW CONSTRUCTION / -- - -- -- ---- -- -- -- L____________J ll I i i i % A , A(N) SEWER 3 2,209 sf W J \o i \ � O O O O , EXISTING APPARATUS BAYS Occupancy Group S-2 Low Hazard Storage [Parking Garage] Area = 1,584 sf OLF = 200 gsf/occ 8 Occupants L NOW RK i W /' / EXISTI NG HPAVED VEHICLE REVISED APRON LAYOUT EXISTING OPERATIONS 1,584sf W�JN►4'I ✓J 251-011 Z SETBACK Occupancy Group B — _NG_ _ _ Business W / \_V � � ` ° 1 _NG _� Area = 1,092 sf OLF = 100 sf/occ I 11 Occupants `. 4I I / / NOW R �` DATE: l0 2`f-fir: L ,/ 1,092 sf w EXISTING CREW QUARTERS NO WORK j / �i (E)NG — _ NG — W 7— j — — — — -� _ _ — — (E)NG —NG-- — — J U co O r` N Cc Q IL W — — ¢ — — — _ — — _ _ — _.—. — _- - PROPERTY LINE Building Code Review Project: C8RFPD West End Station k83 Date: 1/2112020. 6.26.20 Revised ' Address: 5449 County Road 154, Glenwood Springs Colorado 81601 Governing Codes: 26151BC, IMC, IPC, IFC, IFGC, IEOC; 2017 NEC Building will NOT be Ifre sprinklered. A Occupancy Classification(s) Ref. Group B: Business [Office Areas] 303.4 Group S-2: Low Hazard Storage [Parking Garage] 311.3 B Type of Construction Construction Type VB Table 601 Fire Resistance Rating Requirements for Building Elements Element Fire Resistance Rating primary structural frame 0 bearing walls 0 non-brg. walls 0 floor const. (a) 0 i roof const (a) 0 (a) and associated secondary members Fire Resistance Rating Req. for Exterior Walls Based on Fire Separation Distan Table 602 All exterior walls located > 10' from property line. Fire Separation Distance Const. Type + Required Fire - Occupancies Resistance wall a30' VB+B+S-2 0hours 10s Xs30' VB+B+S-2 0hours D Location on Property Fire Separation Distance (Openings Unprotected, Building Sprinklered) Type VB Construction Allowable Window Area Table 705.8 North 25' No Limit East > 30' No Lint South 26'-5" No Limit West 26 No Lirrit ' E Allowable Area Factor Group / Const. Type / NS AAF Height (story/ft) Table 506.2 + B / VB / NS 9,000 at 2 stories (40 ft) Table 504.4 S-2 / VB / NS 13,500 at 2 stories (40 ft) Proposed Building Areas ' First Floor 846 at ex + 1, 584 at ex + 2,541 sf new = 4,971 at total Equation 5-3 per 506.2.4 not calculated due to size of AAF vs. proposed floor areas. Building evaluated under the provisions of Section 508.3 Nonseparated Occupancies. F Conformity with Type of Construction Ch.6 Type VB Construction: any materials permitted by Code. 602.5 , G Fire -Resistance -Rated Construction [Not Required] Ch. 7 H Interior Finishes Ch. 8 Group B nonsprinklered, Group S nonsprinklered Table 803.11 i Exit stairways: AfB Corridors: BIBRooms & encl. spaces: GC I Fire Protection Systems Ch. 9 Not required J Exiling Ch. 10 Occupant Load See calculations on plans Table 1004.1.2 Egress Width 1005.3 33" opn'g. (36" door) 165 persons Means of Egress Illumnation 1008 Accessible Means of Egress By means of Accessible Route (1104) 1009 Exit Signs At each exit stairway. 1013 Exit access travel distance Table 1017.2 B Occupancy 200 feet w/o sprinkler system S-2 Occupancy 300 feet w/o sprinkler system Number of exits: 3 provided. K Accessibility Ch. 11 Accessible Route Provided 1104.1 Accessible Entrances Provided 1105 Accessible Parking Spaces 2 provided, including t van space Table 1106.1 Toilet and Bathing Facilities 1 new private toilet rooms provided. 1109.2 Signage accessible parking spaces till accessible passenger loading zones accessible single user toilet rooms L Interior Environment Ch. 12 Smooth, hard, non -absorbent floor at toilet rooms and 4 in. up walls. 1210.1 ' Surrounding materials: smooth, hard, non -absorbent within 2 ft. of urinal or 1210.2 w.c.,to a ht. of 4 ft, M Roof Assemblies Ch. 15 Oonst. Type: VB Roof Covering Gassification: C Table 1505.1 N Plumbing Systems Ch. 29 S-2 Occupancy: 13 Toilets M: 1 per 100 F: 1 per 100 [New Construction] Lavatories M/F: 1 per 100 Drinking Fountains 1 per 1,000 LU Z W EL O � EL I 0 NORTH U � (E)NG b — — — — — —NG— — — — — — — 2' 4' 8' 16' INDICATES EXIT ACCESS DOORWAY TO PUBLIC R.O.W. A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 www.a4arc.com mail®a4arc.com Consultant E Professional Stamp Carbondale & Rural Fire Protection District a r FIRE EMS * RESCUE Owner WEST END STATION #84 5449 County Road 154 Glenwood Springs Colorado 81601 Project Issue Stamp Date Issued For 1.28.20 CD 60% 2.5.20 CD 60%-REVISED PLAN 4.30.20 CD 90% 5.8.20 CD 100% 6.26.20 CD 100% IBC Revised NO Sprinkler Project No; 1910 Building C de Review PI IBC 1.1 r'- - --- - --- - - - ----- -----r._._._._._._._._.-.-. i I HBL:47 i RH --� 2 i i 1 AIR COMPRESSOR (BY OWNER) --- \ 4 _._1.-3/.--.-.-.-._._._._._._._._.... i I i•� RH 0_J NEW GAS SERVICE ENTRANCE / METERZT-*.Lzl " 0H - 14 I i 379 MBH TOTAL LOAD I HALL - 110 l\pREXTEND 1" GAS VERTICALL TO EXTEND 1-1/2" GAS INTOy� I ! CEILING SPACE OF GARAGE AREA. BUILDING AND UP IN INTERIOR��1 — 1/2" l i ROUTE HORIZONTALLY APPROX. CHASE TO CEILNG LEVEL. .._._______________________12" BELOW CEILING. ROUTE HORIZOTALLY IN CEILINGA\A T SPACE (BELOW INSULATION). i 1-1/2" I 1" 1-1/4 I 3/4" �Y FIELD COORDINATE LOCATION APPARATUS BAYS - 115 AS REQUIRED TO MISS ! I I I COLUMN FOOTER. ! ! 1 ! J I BUNKER GEAR - 111 j RD EXTEND 3" PVC DWV TO I j 3/4" COMPRESSED AIR SITE SANITARY CONNECTION i/ RD EXTEND 1" CW Dt� I INTERIOR I DROP WITH QUICK CONNECT 2 WALL AND ROUTEIB W GRADE T� FITTING \ i INSTALL 1" CW MANIFOLD SERVE HB-1, HY 1 D HB-2. `i WH \ i AT 12" A.F.F. COORDINATE 1 I ACCESS PANEL INSTALLATION I WITH G.C. -�--- HB WB i 1--- ------ `/SINK -1112 \ 3/4" - - /� WB MS ROUTE M STIC WATER PIPING ATH HB BELOW A E FROM MANIFOLD V TD 1 + 2 TO TE NATIONS. OWC EXTEND 1" DOMESTIC CW FROM POINT OF CONNECTION AT EXISTINg SERVICE NTRANC ENTRANCE IN EXISTING MECHANICAL ROOM. EXTEND 3/4" HW TO E 'IISTING MECHANICAL ROOM AND VALVE / CA FOR FUTURE USE. SCALE] 1/4'=1'-O' G PLUMBIING SUB -CONTRACTOR SHALL COORDINATE AIR COMPRESSOR INSTALLATION WITH GENERAL CONTRACTOR AND SHALL MAKE FINAL CONNECTIONS TO AIR COMPRESSOR IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS INCLUDING MANUAL SHUT-OFF VALVE, UNION, AND CONDENSATE DRAIN DISCHARGE. THE COMPRESSOR DRAIN DISCHARGE SHALL BE PIPED TO THE BUILDING EXTERIOR AND TERMINATED AT 6" ABOVE GRADE WITH A DOWNWARD FACING ELBOW. EXTEND 3/4" VERTICAL RISER UP ON INTERIOR SIDE OF WALL AND ROUTE HORIZONTALLY AT APPROXIMATELY 12" BELOW CEILING. 3/4" COMPRESSED AIR LINE - TYPE L COPPER, SWEAT FITTINGS EXTEND 3" CAST IRON PI TO SITE SAND / OIL INT PLUMBING FIXTURE CONNECTION/MOUNTING HEIGHT SCHEDULE ITEM DESCRIPTION WASTE VENT HW CW HEIGHT A.F.F. FD-1 FLOOR DRAIN 3" 2" - - - HB-1 INTERIOR HOSEBIBB - - - 3/4" 24" HB-2 EXTERIOR HOSEBIBB - - - 3/4" 24" MS-1 MOP SINK 2" 1-1/2" 1/2" 1/2" - LV-1 WALL MOUNTED LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" 34" WC-1 WATER CLOSET - FLUSH VALVE 3" 2" - 1" 16-1/2" WB-1 WASHER WALL BOX 2" 1-1/2" 1/2" 1/2" 42" GENERAL NOTES 1. ALL WORK SHALL COMPLY AND BE COORDINATED WITH REQUIREMENTS OF ARCHITECTURAL PLANS AND EXISTING CONSTRUCTION AT THE TIME OF INSTALLATION. 2. INSTALL EQUIPMENT TO BE READILY ACCESSIBLE FOR SERVICE AND MAINTENANCE. REVIEW PROPOSED INSTALLATION WITH ARCHITECT AND G.C. PRIOR TO STARTING WORK. 3. INSULATE DOMESTIC HOT AND COLD WATER PIPING WITH 1" THICK CLOSED CELL FOAM PIPE INSULATION, ARMAFLEX OR APPROVED EQUAL. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENT OF THE GOVERNING AUTHORITIES. 5. NOT ALL PIPING OFFSETS AND TRANSITIONS REQUIRED TO INSTALL THE WORK IN THE AVAILABLE SPACE ARE SHOWN ON THIS DRAWING. FIELD MEASURE FOR EXACT REQUIREMENTS AND INSTALL ACCORDINGLY. 6. UNLESS OTHERWISE NOTED, ALL DOMESTIC WATER PIPING FROM THE WATER SERVICE ENTRY UP TO POINT OF CONNECTION FOR EACH FIXTURE SHALL BE TYPE L COPPER. 7. ALL GAS PIPING SHALL BE SCHEDULE 40 STEEL WITH SCREWED FITTINGS. 8. ALL WASTE PIPING INSTALLED THROUGH THE FLOOR AND IN THE CEILING SPACE BELOW SHALL BE CAST IRON WITH NO - HUB FITTINGS. 9. ALL PLUMBING VENT PIPING SHALL BE SCHEDULE 40 PVC DWV WITH SOLVENT FUSED FITTINGS. VENT PIPING INSTALLATION SHALL BE DESIGN/BUILD INSTALLED AS REQUIRED TO MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL PLUMBING CODE. FIELD VERIFY ALL TERMINATIONS WITH ARCHITECT PRIOR TO ROUGH -IN. FIXTURES AND EQUIPMENT FD-1 FLOOR DRAIN - GENERAL USE ZURN MODEL Z415-B 5" DIAMETER STRAINER, CAST IRON BODY WITH 2" BOTTOM OUTLET, MEMBRANE FLASHING CLAMP, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE "B" NICKEL BRONZE STRAINER. PROVIDE COMPLETE WITH ZURN Z1072 TRAP SEAL DEVICE HB-1 INTERIOR HOSEBIBB WOODFORD MODEL 24 VACUUM BREAKER, ANTI -SIPHON, METAL WHEEL HANDLE HB-2 EXTERIOR HOSEBIBB - FREEZEPROOF WOODFORD MODEL 19 VACUUM BREAKER, ANTI -SIPHON, METAL WHEEL HANDLE HY-1 INTERIOR HYDRANT (TRUCK FILL) WOODFORD U20OW 30 TALL WITH 0" BURY DEPTH LV-1 LAVATORY (RESTROOM - WALL MOUNT) AMERICAN STANDARD MODEL 0355.012 PROVIDE COMPLETE WITH MOEN L4601 SINGLE HANDLE LAVATORY FAUCET (1.2 GPM MAX FLOW) LESS WASTE ASSEMBLY, GRID DRAIN, 1-1/4" TAILPIECE, OFFSET P-TRAP FOR ACCESSIBLE INSTALLATION, 1-/4 TURN STOP VALVES, ZURN MODEL Z-1224 WALL CARRIER AND CALEFFI MODEL 5213 POINT OF DISTRIBUTION THERMOSTATIC MIXING VALVE. COLOR: WHITE MS-1 MOP SINK - FLOOR MOUNTED FLORESTONE MODEL MSR-2424 24" x 24" x 10" TALL PROVIDE COMPLETE WITH GRID DRAIN AND MOEN 8230 SERVICE SINK FAUCET WITH HOSE END FITTING WB-1 WASHER WALL BOX OATEY 38102 PROVIDE COMPLETE WITH (2) 1/4 TURN BRASS BALL VALVES - COPPER SWEAT CONNECTION WC-1 WATER CLOSET - ELONGATED, ACCESSIBLE, DUAL FLUSH AMERICAN STANDARD MODEL 3451.660 1.6 / 1.1 GALLONS PER FLUSH BATTERY FLUSH VALVE 12" ROUGH -IN 16-1/2" RIM HEIGHT PROVIDE COMPLETE WITH HEAVY DUTY PLASTIC OPEN FRONT SEAT COLOR: WHITE RD-1 ROOF DRAIN (PRIMARY) ZURN Z121 12" DOME, CLAMPING COLLAR, 3" OUTLET RD-2 ROOF DRAIN (OVERFLOW) ZURN Z121 12" DOME, CLAMPING COLLAR, 2" STANDPIPE, 3" OUTLET TD-1 TRENCH DRAIN ZURN 706 FRAME AND GRATE SYSTEM 28' TOTAL LENGTH X 6" WIDE WH-1 WATER HEATER - INSTANTANEOUS NORITZ MODEL NCC199CDV 199 MBH INPUT (NATURAL GAS) 3.0 GPM, 10OF TEMPERATURE RISE PROVIDE COMPLETE WITH PVC CONCENTRIC TERMINATION AND CONDENSATE NEUTRALIZER A 00 Lo r co Z ® V 0 z Q IL V/� J ® Z woo r W zw �PRAWINO TITLE: PLU BNO FLOOR PLAN 6PATE: I2/�2/I9 PR.OJ. NO. 9p51-yyE PRAWN 15Y:$AI a 'D bY: MA15 = DRAWL P-1 _ter sz