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HomeMy WebLinkAboutPlansA B C D E F G 2 3 4 5 6 7 8 9 DRAWING NUMBER: PC1 -PP-001 PLANT � NORTH �-'' I'REVgIUNG �MMER WIND Sri.2+00 PARKING G IN CI OFFICE - CONTROL MCC ERATOR BLDG / MCC W '14 R N M d T-501 EP -K ®TK ATE.VP 60' BLDG. 36' CONNEX H-741 A COMBUSTION SKID S H-2741 w -811 -814 -812 0 O + F-424 TK -851 PIPE RACK TK -831 o0 A-321 3 OIL SKID COMPRESSOR BUILDING 36' W, x 175' L. REFRIGERESRATION SORS COMP I� P� -11/11/1111/1/11-11M RUE GAS COMPESIDRESSORS �liiil• 9111 :I •I�i�l SLEEPERS !Y.! L-71 r� 11 V-462 MMINIITIV t0 i,.i w A-331 it CONDITIONS OF PERMIT BLCO-9-12-2629 WPX Energy Rocky Mtn., LLC Meter Building Section 33, T6, R96 Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION. 5) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 6) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 7) VERIFY CDOH INSIGNIA IS AFFIXED PRIOR TO FINAL/COMPLETION INSPECTION. 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. S NGL LOADING PUMP G SOLVAY SC CO2 TK -815 RUE GAS ESIDMETERING 1 XM i i 1 I I R 1 1 I 1 i i LEGEND 1® INLET GAS SKID #1 1B INLET GAS SKID #1 02 AMINE REGEN SKID #2 O3 GLYCOL SKID #3 ® REFRIGERATION SKID #4 Q5 STABIUZER SKID #5 © NGL LOADING PUMP SKID #6 HMO EXPANSION TANK SKID #7 ® FUEL GAS SKID #8 ® RAW WATER PUMP SKID #9 10 FLARE CKO 11 RESIDKNO UE GAS METERIUTSKID #10NG SKID #11 Q LOADING RACK 0 z 56e_ Cmdi-ka45-Pero// O n V /�� /64,4 q /2e-faire-mei/tA . [ o V ‘%4 cwi4e/d /;zeiS.Aon qrd /--;i/.71-ty,e,e-r4445 /7-efdited APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD G DEPAR Date 7 lay . LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of TOLERANCES A ADD LOCATION OF EQUIPMENT SHELTER OLD DRAWING NUMBER 04072 -PP -001 ORIGINAL DRAWINGS BY HANOVER REFERENCE DRAWINGS AND INFORMATION REV. GENERAL UPDATE ISSUED FOR CONSTRUCTION DESCRIPTION 09/24/12 05/23/05 06/18/02 REVISIONS DATE GW TSB MLD BY CK CUTS: ANGLES: WELD ASSY: ±±11 1 /s" t1/2" t1/4' THIS DRAWING IS THE PROPERTY OF WILUAMS AND IS NOT TO BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. Edited By: Gwall Sep 24, 2012 - 8:13am fde::n2 PCI -PP -001 - 411 Shelter Locatf.dig Williams WILLIAM5 FIELD SERVICE5 -PICEANCE BASIN- a� _ m L a� a..r a7 COMPANYJFAGLITI': WILLIAMS FIELD SERVICES - PICEANCE BASIN PARACHUTE CREEK GAS PLANT I TITLE: PLLANOT P DRAWN BY: GW SCALE: 1 40' -0" DATE CREATED: UNIT N0: REVISION: a SHEET NUMBER: APPROVED BY: NO RE": 1 OF 1 DRAWING NUMBER: PC1-PP-001 2 4 5 6 T 7 8 9 E F G STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Fee due with application -Not subject to return May 2011 Name of Manufacturer: ?tent skeet address: P ant I.b. Number. American Portablke Buildings Corp 2892 West 64th Ave. Denver, Co. Plant Mailing Address: Plant Telephone: 2892 West 64th Ave. Denver= Co. FcG.....4 Brian Morse brianmorse@apbcorp.com Contact Person/emali address: Fax No; 4027 303-427-1444 303-428-4598 Telephone No: 303-427-1444 Third Party inspection Agency: Mailing Address: Telephone No: Fax No: 2006 I -Code Compliant Roof snow load 5P PSF 2008 NEC Compliant Wind Design Speed MPH 2009 IECC Compliant Seismic Zone Elec: > 200 amp 3 shale Floor Design Load Occupancy -c PSF LI Special occupancy(NEC) Fee Schedule Total footage Amount Model Name/No. gL/n % / / (,/" Annual Registration Fee (must be accompanied by new/updated QA Manual, minimum 2 copies -maximum 3 copies) $500.00/per factory location fo7s. lcu ator for Plan Approvals= (Building Square footage) x (factor indicated below): Manufactured portion only -• _ , _ _,•• , .. , • t -'5 JUN L 8 �y0LL 1g 66 ? 4 � ` 5.Minminimum /&5. - / 660 Plan Approval Fee- $0.251sq.ft. (Finished floor area) $0.10/sq. ft. (Unfinished floor area) I.e. garage, unfinished loft 2 copies -maximum 3 copies Minimum imum Fee for Plan Approvals- $160.00 Additional Plan Set- $0.101sq.ft. Minimum Fee for Additional Plan Set- $50.00 Plan Approval Nu•m,`be t J c -ie 6151"te. a' L5-171 Plan Revision- 50.10lsq.ft. (Space revised) FedEx or UPS No. Of overnight shipping of approved plans requested) Minimum Fee for Plan Revision- $50.00 TOTAL AMOUNT SUBMITTED: f 6V+'r s - EXPIRES: / L -Li-/ 1 /jL.../ , MIANUFACTUREK CERTIFIES that only approved equipment and materials will be used and the installations shall be made In accordance with approved plans -able codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in -plant inspection of units manufactured under the above plan • ^ shall be made for and Insignia affixed to each factory built non residential unit that is subject to Colorado statutes and which is manufactured or is to be ',waled in the State of Colorado. HERMAN STREET, RM 321, DENVER, CO. 80203 (303) 866-4616 Fax 866-3072 I'- 0" / ECIC ENIRIABLE BUILD DATE 6-26-2012 (lea iF TUTLF:r0Efi ci nr 1,1Li�,f�f:; rti STATE OF COLORADO DIVISION OF HOUSING ,P_u 2 3 17 PLANS APPROVED SUBJECT TO FIELD INSPECTION 006454 ELECTRICAL SCHEDULE 6^eMEPr1 ,..M P-aFITARLIS 28132 W D ENV[ F CO. ?A‘221 ( P `')) 4274144 U Contain Bean L. II'131i:;zGam`.' 3/0 X 6/8 STEEL COMM. DOOR AND FRAME MOUNT DOOR AS CLOSE WALL AS POSSIBLE 50 W. H.P.S.VEA111Th .. . DRIP CAP ABO DOOR W/ PHOTO 110y.GFCI WEATHERPROOF BOX LOCKABLE HEAT/COOL UNIT SEE MFG. SPEC. BARD WA181-A05 6'- 0" DESCRIPTION I.D. ACT. AMPS FACTO TOTAL AMP INT. OUTLET CIR. 1 I.5 A 1.25 2.0 A 20-1P 12 GA. INT. OUTLET CIR. 2 15 A 1.25 2.0 A 20 -IP 12 GA. INT. LIGHT CIR. 3 1.5 A 1.00 1 5 A 20-1P 12 GA. EXT. OUTLET CIR.4 1.5A 1.25 2.0 A 20-1P 12 GA. H. V.A.C. CIR. 5 27 A 1.00 27 A 30-2P IO GA. INT. OUTLET CIR. 6 1.5 A 1.25 2 A 20-1P 12 GA. INT. OUTLET. (4 PLEX) CIR. 7 3 A 1.25 4 A 20-1P 12 GA. INT. OUTLET CIR. 8 1.5 A 125 2 A 20-1P 12 GA. BLANK 25 AMP 120/24012/24 CIR. SINGLE PHASE PANEL W/125 AMP MAIN BREAKER TOTAL AMP RATING - 42.5 AMPS 125 AMP 120/240V SINGLE PHASE ELEC. PANEL WITH 125 AMP MAIN BREAKER INDOOR, SURFACE MOUNT PANEL (NEMA 1) 0 FLOOR & ELECTRICAL PLAN SCALE 1/2" X 1'-O" NOTE; ALL WIRING MC CABLE ACCORDING TO THE 2011 NEC REVISED DATE 6-26-2012 MERK`o 'i -,J PORTABLE EULs ONG% •CORP, 2392 W. C4 AVE. -(;)tr , 4v7-1444 J4 Cort c'Cuan L II'J'i ea.•C ROOF COVER, '30 GA. GALV. ONE. PC. STEEL 3/4" CDX PLYWOOD TRUSS RAFIF,R, 2" X 8" H.F. 24" O.C. INSULATION, R-21 FIBERGLASS BATT CEILING, 3/4" CDX PLYWOOD, PINTED— NOTE: .25/12 GABLE ROOF WITH NO OVERHANGS STUD 2" X 4" H.F. 16" O.C. INSULATION R-13 FIBERGLASS BATT INT. WALLS, 3/4" CDX PLYWOOD, PINTED EXT. SIDING, 29 GA. PPII 1/2" CDX PLYWOOD 10 GA. VINYL TILE FLOOR DECKING, 3/4" T&G CDX PLYWOOD JOISTS, 2" X 6" H.F.. 16" O.C. SECTION VIEW SCALE 1/4" = 1' A b 00 STEEL HURRICANE ANCHORE STRAP OVER TIE ROOF FOUR CORNERS INSULATION R-19 FIBERGLASS BATT UNDER BELLY, 30 GA. GALV. ONE PC. STEEL STEEL SKIDS, SEE SKID DESIGN NOTE: ALL STRUCTURAL LUMBER OF HEM FIR "2 , STUD GRADE OR BEl EXT. SHEATHING, PER TABLE 25 N -I, 2009 IBC FLOOR & ROOF DECKING, PER TABLE 25-S-1, 2009 IB D 0 Ca (L NAILING SCEDULE, PER TABLE 25 Q, 2009 IBC -(- JUL 2 3 2012 yes .111triN rvinn-Asuutir— DATE 6-26-2012 :4,,iERICATs,i PORTABLE EULDONGS CORP. 2E02 W. LEHVER,CO. E21 4274444 Oantsct Bfilan L. Moms (t'4" 0°-(0)" EgiliiPMEH7 IAILEAP1,07j CD 6" FOUR TOW/L1P1ING HOLES CORNER SKID MOUNT 2" SCHEDULE 40 PIPE CID FORK LIFT POCKETS < „ w 8 X11# CHANNEL FORK LIFT POCKETS 8"X11# CHANNEL < - L4 Pc) .14 2" SCHEDULE 40 PIPE `L) 3'- 0" 6'- 0" 6"X9# W.F. 1-1 HOLE 8" X 4" .\\,. FORK LIFT POCKET STEEL CLIPS WELDED 16" O.C. STATE OF cf_D DIV;m7.ttd i LIE 3 2012 FOUR i'owiurrIG HOLES CORNER SKID MOUNT 6" 2" DIA. PIPE 0 / SKID CHASSIS HOT DIPPED GALVINIZED SKID DESIGN 6"X9# W.F. AN sAL:t2i.I 14 if 2"X4" DER FRAMING FOR 1.5 TO 2.0 TON BARD UNITS RAFTER ROOF TRUSSES STAF. OF COLORADO nr\AsK-)N O HOUSWG 13" 20.5"XS" rOPENING 17.25" CRIPPLES TO MATCH STUD LAYOUT 17.25" 15 20.5"X12.5" 12.5" 01.1.-$,R,L..-fronrli:Vi 34 JUL 2 3 2012 APPROVED 12 5" 21,5" 21.5" CRIPPLES TO MATCH STUD LAYOUT - 2"X6" INLET TO STUDS 31.5 5.25" 3'- 2,5" 15,25" 2"X4"HEADER 0 AMERICAP4 Ko -MAME BOALDRAIS IX1FP. 2802 W. ta4 AVE. t ENVER, C,0. 6Cei.:21 WO 427,1444 Cooltse. Egan L. Mom RAFFERS 2"X4"HEADER 111MIMIEM. CRIPPLES TO MATCH STUD LAYOUT EiI 20.5"X 2.5" 34- 7" CONSTRUCTION NOTES; DATE; 3/19/2009 DESIGN CRITERIA CODES; OCCUPANCY OCCUPANCY LOAD DESIGN LOADS FLOOR LIVE LOAD ROOF LIVE LOAD WIND LOAD DESIGN LOAD 2009 -IBC, 2011 -NEC, 2009 -UPC, 2009 -IMC / 4 N P 2d BCo 2J.70 1M6 24,0(0 U CONSTRUCTION TYPE y 1 HANDICAP REQUIREMENTS ANSI A117.1 50 PSF 50 PSF 90 MPHEXP.0 N/A LBS/SQFT FIRE RATING ROOF WALLS FLOOR BLDG. SOFT. 4 8 2_00S N N N BUILDING SHALL BE LOCATED A MINIMUN OF 20FT FROM ANY ADJACENT BUILDING ONE THE SAME PROPERTY OR 10 FT. FROM A PROPER1Y LINE BECAUSE THE WALLS ARE NOT RATED. IF ADEQUATE RESTROOM FACILITIES ,IE HANDICAP RESTROOMS, ARE NOT PROVIDED ON BUILDING PLAN ADDITIONAL FACILITIES MUST BE PROVIDED WITH IN 500FT. OF THIS BUILDING ON THE SAME PROPERTY. HANDICAP RAMPS IF REQUIRED FOR ACCESS A EGRESS TO BE SUPPLIED & INSTALLED ON SITE BY OTHER. IT IS UP TO THE OWNER TO MAKE SURE BUILDING COMPLIES WITH ALL LOCAL BUILDING DEPT. REQUIREMENTS. FASTENERS FASTENER SCHEDULE PER TABLE 2304.9.1 D., 2009 IBC ) kN) apo 6 I.6G NAILING SCHEDULE FOR STRUCTURAL WOOD. LUMBER ALL STRUCTURAL LUMBER OF HEM FIR #2 STUD GRADE OR BETTER EXT. SHEATHING J4- - 7 PER 2009 IBC TABLE 2304.7 (3) FLOOR & ROOF DECKING PER 2009 IBC TABLE 2304.7 (3) 1• CHASSIS OR SKID SYSTEM STEEL TRAILER N/A SKID SYSTEM HOT DIPPED GALV. STEEL SKIDS ATTACHMENT WELDED CLIPS 16" O.C. FLOOR SYSTEM JOISTS JOIST BAND SPACING DECKING INSULATION UNDER BELLY FLOOR COVER ROOF SYSTEM GIRDERS TRUSSES RAFTERS SPACING CEILING ROOF SLOPE SHEATHING WEATHER BARRIER INSULATION OVERHANGS SNOW GUARDS DRAINAGE GIRDER BEAM FFEENGINLEHED MICRO -LAM GLUE -LAM OTHER 2"X6" #2 HEM FIR 2"X6" #2 HEM FIR 16" ON CENTER 3/4" PLYWOOD U/L, SPAN RATING 24" R-19 UNFACED FIBERGLASS BATT 30 GA. GALV. ONE PC STEEL COMMERCIAL VINYL TILE N/A N/A 2"X8" #2 HEM FIR 24" ON CENTER 3/4" PLYWOOD U/L, SPAN RATING 24" .25/12 PITCH 1/2" CDX , RATING 16/32 N/A R-21 - UNFACED FIBERGLASS BATT N/A N/A N/A N/A N/A N/A N/A NOTES; USED AS EQUIPMENT SHELTER EXTERIOR WALLS STUDS STUDS SPACING TOP PLATE BOT. PLATE INSULATION INT. COVER MISC. INT. COVER EXT. COVER WRAP SHEATHING COLLUMNS BRACING INTERIOR WALLS STUDS STUDS SPACING TOP PLATE BOT. PLATE INSULATION INT. COVER INT. COVER EXT. COVER EXT. COVER SHEATHING COLLUMNS HEADERS 2/0 WINDOWS 3/0 DOORS 6/0 DOORS 2"X4" STUD GRADE HEM FIR N/A 16" ON CENTER DOUBEL SINGLE R-11 UNFACED FIBERGLASS BATT N/A N/A 3/4" PLYWOOD U/L, SPAN RATING 24" 26 GA. STEEL SIDING , PROPANEL II TYVEK OR EQUAL 1/2" COX , RATEING 16/32 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DOUBLE 2X4 H.F. DOUBLE 2X6 H.F. DOUBLE 2X6 H.F. AMERICAN PORTABLE BUILDINGS CORP. SHEET 1 OF 4 CUSTOMER WILLIAMS MIDSTREAM REV. QUOTE DATE 6-26-2012 SZ (6'X8' SKID MOUNT BLDG.) DELIVERY DATE DESCRIPTION EQUIPMENT BUILDING ORDER DATE BUILT TO THE 2009 IBC OCC -U , TYPE Virg- CONST. (COLO. STATE SEAL) !Ni- ITEMS COMMENTS SPECS. CHASSIS TYPE DESIGN RUNNERS FORK POCKETS PIPE PULLS CROSS RUNNERS TOW HOLES AXELS RUNNING LIGHTS JACKS LAG BOLTS CUPS MISC. MISC. FLOOR SYSTEM VAPOR BARRIER BOTTOM BOARD INSULATION JOISTS JOIST BAND DECKING DOUBLE SKID HOT DIPPED GALVINIZED TWO, 6" x 9# WIDE FLANGE BEAM FORK LIFT POCKETS 8"X11.5# CHANNEL 2" X 5# PIPE N/A FOUR CORNER MOUNT N/A N/A N/A 3/8" X 3" LAG BOLTS 16" O.C. STEEP CLIPS 12" ON CENTER HOT DIPPED GALVINIZED ROD/ GAS ETC CHASSIS COST TOTAL O.C. 30 GA. GALV. STEEL UNDERCLADDING N/A R-19 5 1/2" BATT, 2"X6" HF 16" ON CENTER 2"X6" HF 8,10 FT. LUMBER 3/4"T/G U/L PLYWOOD PLYWOOD FLOOR COVERING 12" X 12" VCT COMM. GRADE 1/8" TILE, CARPET N/A BOLTS 3/8" X 3" LAG BOLTS 12" O.C. FLOOR WRAP N/A FLOOR LIVE LOAD 50 PSF WALL SYSTEM I O.C. STUDS 2"X4" HF 16" ON CENTER TOP PLATE 2"X4" HF 8,10 FT. LUMBER BOTTOM PLATE 2"X4" HF 8,10 FT. LUMBER COLUMNS &JAMS N/A INTERIOR FINISH PAINTED WHITE KWALL LIQUID VINYL INTERIOR COVER 3/4"T/G U/L PLYWOOD INSULATION R-13 3 1/2" BATT, KRAFT, SIDING 29 GA. STEEL SIDING BAKED ENAMEL PAINT SIDING BACKER 1/2" CDX PLYWD PAINT N /A WRAP TYVEK OR EQUAL EXT. BELT RAILS N/A CEILING HEIGHT 8'-0" CEILING HEIGHT DIAGONAL BRACIF\ N/A SHIPPING WALLS N/A HEADER N/A WIND LOAD 90 MPH WINDS EXP. C, 3 SEC GUST. Page 1 16"O.0 0 16"O.C. 0 PARTITIONS NONE STUDS N/A TOP PLATE N/A BOTTOM PLATE N /A INTERIOR BACKER N /A INTERIOR COVER N /A INTERIOR COVER N /A COVERING N /A COVERING BACKEF N /A CEIUNG HEIGHT N/A PLENUM WALL N/A LNFT. N/A MISC. N / A ROOF SYSTEM TRUSSES TRUSSES BAND GIRDERS BEAM ROOF COVER ROOFING BACKER TRUSS BRIDGING INSULATION CEIUNG COVER INSULATION BKR. CEIUNG COVER TRUSS CUPS TIE -DOWNS ROOF STYLE ROOF LIVE LOAD TRIM 2"X8" HF 2"X6" HF N/A 30 GA. GALV. STEEL UNDERCLADDING 1/2" CDX PLYWD N/A R-21 N/A PAINTED WHITE 1/2" CDX PLYWD N/A N/A FLAT 40 PSF SHEET 2 OF 4 O.C. 24" ON CENTER 8,10 FT. LUMBER INT. BASE 1 "x2" PAINTED WHITE INT. CORNER 1"x2" PAINTED WHITE INT. CEILING 1 "x2" PAINTED WHITE CEILING BATTEN 1"x2" PAINTED WHITE INT. WNDW/DOOR N/A EXT. BASE EXT. CORNER EXT. ROOF ROOF CAP EXT.DOOR EXT. WINDOW HVAC TRIM SOFFIT VENTS 6" SOFFIT FACIA CALIF. CORNER Z TRIM 5"X5" STEEL OUTSIDE CORNED ZTRIM N/A J TRIM N/A J TRIM N/A N/A N/A N/A INT. MOD LINE N/A GUTTER/DWN SP' ALUMINUM DRIP RAIL CARPET MOD LINE N/A SNRT FRAMING N /A SKIRTING N/A FIBBERGLASS BATT KWALL LIQUID VINYL EXTRUDED ALUM. DRIP RAIL BUILDING MAT. COST TOTAL Page 2 DOOR SCHEDUAL EXT. DOOR LITE HARDWARE HARDWARE HARDWARE HARDWARE HARDWARE INT. DOOR HARDWARE HARDWARE INT. DOOR HARDWARE MISC. WINDOW SIZE (A) HARDWARE (A) SIZE (B) HARDWARE (B) SIZE (C) HARDWARE (C) SIZE (D) HARDWARE (D) MISC. MISC. ELECTRICAL MAIN PANEL BREAKERS BREAKERS RACEWAY LIGHTS UGHTS RECEPT1CALS RECEPTICALS RECEPT1CALS SWITCHES STD. SWITCH 3 WAY SWITCHES N/A ENTRANCE "L" ENTR. "L" MISC MATERIALS N/A MISC. N /A JUNCTION BOXES N/A MISC. N /A FIRE ALARM SYS. N/A INTER COM. SYS. N /A HEAT TAPE REC. N/A MISC. N /A UGHT1NG N/A H.V.A.C. WIRING H.V.A.C. WIRING PERMIT N /A 3/0 X 6/8 N/A LOCKSET AND DEAD BOLT KWICK SET OR EQUAL N/A DOOR CLOSURE N/A N/A N/A N/A N/A N/A N/A N/A SHEET 3_ OF 4 COMMERCIAL STEEL DOOR & F N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DOOR COST TOTAL WINDOW COST TOTAL 125 AMP 1 PHASE LOAD CENTER W/MAIN 30 AMP H.V.A.C. 20 AMP BREAKER TWO POLE MC CABLE EXTERIOR 50 WATT H.PS WALL PACK W/ PHOTO CELL ONE, 48" 2 TUBE FLOURESCENT FIX W/DIFF REC.110V DUPLEX THREE N/A ONE, LOCKABLE GFCI EXT. W.R. 120V RECEPTICALS ONE UP TO 1 1/2" ELECTRICAL COST TOTAL Page 3 0 H.V.A.C. HEATING COOLING HEAT/COOL UNIT T -STAT TRUNK DUCTING FLEX DUCTING RETURN AIR SUPPLY AIR DAMPER GRILL S/M DROPS C -BOX SIDE TAP SPIN IN ROOF HOODS GABLE VENTS EXHAUST FAN MISC. ENTRY PORTS MISC. ENTRY PORTS MISC. MISC. LADDER LADDER OPTIONAL MISC. MISC. ROOF RAILING MISC. MISC. MISC. MISC. MISC. NOTE MISC. FURNRURE 5,000 WATT / 17,000 BTU 18,000 BTU BARD MODEL WA121-A05 AUTOMATIC CHANGE OVER T -STAT N/A N/A RETURN AIR SUPPLY AIR N/A N/A N /A N/A N/A N/A N/A SHEET 120/240V 120/240V N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MISC. N/A COUNTER TOP N/A COUNTER TOP N/A COUNTER SUPPOR N /A WALL CABINET N/A BASE CABINET N/A FILE CABINETS N/A MISC. N/A MISC ITEMS NAILS,SCREWS,CALKING,ETC. I CODES 4 OF 4 H.V.A.C. COST TOTAL PLUMBING COST TOTAL FURNITURE COST TOTAL MISC. ITEMS COST TOTAL COLORADO STATE CERTIFICATION IBC CONSTRUCTION, OCCUPANCY U, TYPE V -N: LOADS F=50#/W=90MPH/R=40# LABOR COST TOTAL LABOR Page 4 ALL TRUSS DATA BASED ON 24" O.C. SPACING AND ff2 OR EETi'E R LiJiui33l � ASSUME MAX DEAD LOAD LESS THAN 10 1SE. SIXES SPANS HEM -FIR SANS MAX PSF. MAX PSP 2"X 8" 6' 50 50 2" X 8" 8' 45 34 2"X 8" 10' 33 24 2" X 10" 10' 35 26 2"X10" 12' 30 2"X10"19 14' 20 14 2" X 12" 12' 45 2" X 12" 24 14' 35 26. 2"X12" 16' 30 21 2'. 2"X4" 2'— 6" MSS 1'—.5 1/2" (A1 F.NG 2"-X 4" STOCK LUMBER 2" X 8" 3'— 0" 2" X 4" 1'— 11 1/2" STOCK LUMBER 2" X 8" iL 4'— 0" 2`— 11 1/2" 2"X4" " *10411k" t',/7/ . 2'— 11 1/2" X STOCK LUMBER 2" X 10" 5 0" 2" X 6" 2"X6" STOCK LUMBER 2" X 12" 6'— 0" STOCK LUMBER 2" X 1.0" 6'— 0" 3'— 5 1/2" STOCK LUMBER 2" X 12" 7`= 0" -•:a C 2" X 6" 2"X4" 2" X4" STOCK LUMBER 2" X 8" 5'— 0" 3'— 5 1/2" STOCK LUMBER 2" X 10" 7'— 0" 3'— 11 1/2" STOCK LUMBER 2" X 12" 8'— 0" ] G PERANDIURS rL 3L LO:D GS GN . tommarnakmpousolcATEENE0 WAIL DEAD LOAD =. .FSF+•.�.x' ROOF DEAD LOAD H2O PSF ROOF SNOW LOAN 30 PSF ti OF I9E BUU,DNGS 16ii OAlii WNW 11.NI1.3bi@ L#0. MUM Si AV!. Ott art 4J-1444 Coned Mod. SIZE AND SPACING OF JOIST REWIRED TO MEET A FLOOR i.VE WAD OF 313 PSF FOR EACH SIZEiLDING 2'clZ'PFz'G`C5C ErSI'SC 16 WIDE BUILDINGS 2"X12" D.F. 12" 0.C. r'7 s►` . 14 WIDE BUILDINGS 14 WADE 8UII DINGS 12 WIDE BUILDINGS 10 WIDE BUILDINGS S WIDE BUILDINGS 6 WIDE BUILDINGS 4 WiE BUILDINGS 2"X18" D.F. 2"Xr" ,42'1X8 H.F. ?XI H.F. 211X6" H:E. 21%6" ILF, 2"X6' H F. 16" O.C:�/'gs`PS'r 12" C.C. z 90 /'Sr= 16" 0.C. /95 �rt..aiC. ... /off'. F EA.VMEV13 r 1. GG 741rf!n ]01513 E11 US CtSlIZzi Wli1[ . O.CF 16" sac 1 Plr 16":0.0 / fI'F 16" Q Asa p1� W WIDE .14' tY117B 13'4' _/.9" 92' 91` V_. 8$1 -iQ CMOs. StA 1 12klb6. 1Y tom r us i'Ince 4imE 1'-•• 1- :'J)' 3'-9'. T-9' . Lim .. l db' , fa l" . '47'. 9i :C• sr 111 to - se EV 453' 394 Zr FT0ItAGE BUI D G�S;. rre�nn� .SI. 'A D,SPACING OVIOL REQUIRED TO NIBEr A FLOOR LIV ;LOA OF 125 PSF FOR EACH SIZE BUILDING-: .:. 12 WIDE BUILDINGS: 10 WIDE BUILDINGS S WIDE BUILDINGS 6 WIDE BUILDINGS 4 WIDE BUILDINGS 2"X6" i#.E 2"X6* H.F. 2"X6" H.F. 2'X6" IL *x6" H.F. 16" 0.C. 16" O.0 16" O.0 16"0.0 16" O.0