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r . Conditions to Approval of Building Permit (1) Approval is subject to compliance with all conditions of Special Use Pennit. (2) Separate e lectrica l pe1mit is required from Colorado State Electrical board and final inspection performed by same with approva l provided to GARCO Building Dept prior to C.O . (3) Any deviation from approved p lans will require letter from Engineer of record for approval of amendment. (4) Use of building is restricted to Colorado Dept ofHousing approved plans, no modifications to factory unit allowed without acquiring new stamped CDOH plans. (5) Provide Jetter of inspection and approval from project engineer for ISDS . ST ATE OF C O LORADO FACTOR Y BUI LT NO N RESIDENTIAL APPL I CATION Fee due wit h 2p pl iration • ~ot s ubj ect to re tu rn April 2005 :\a me of :'11anufacturer: Plant Street Address: Pla nt I. D . .'\um ber: Am er i -k t-A &;Lch~ ~ysf ~tbJ Pl a nt .\1a iling Addren · Plant Ttlepbone: 422 ? 35o t:NJu$f tJ~ I /4.rJI JJ (1 n2 39J . _,_,, q'-L-'JLI.L...-___ _ FAX ~o.: cJ3~_l!iL · _t 2,_....1.....,t.__ ___ _ Co ntact P•non: Telephone ~o . : c,"w s~w 6 (3?7) 39J -1?1'1 Third Party Inspection Agency: Telephone No .: Pf' 5 Coo i A otti +;~ M> w .--L.J.:;.jo;'-"1'------- "lailine Addres s : /,W ? /}fa f f A.s f rAX :\0. ~ >.:P!L· .....:.1-=) .... 9-L.$1 ____ _ o 2003 1-Cod e C o m p liant Live R oof L oa d __ I-J/(J'"'-"'Q'-----:-""ps f . Flo o r Design L o a d Joo p s f Fir e Ra t io~: Exterior Walls AJOJ..:)«i! F loor /0/)A:J e Ceilin2 1 ~ r J J.) Wind Desi gn Pressur e l 'lb IDj FEE SCHEDUL E TOTAL AMOUNT IJ d I& ~$ FOOTAGE n -. ·· ·-· :,. · '"'d ._,J •..... -. Ann ual R egistration Fee (must be accomp a n ied b y n ew/upd ated QC Manual) (mi n imu m 2 co pies · maximum 3 copies) M o del NalnMN6. L1 f.I)U8 -$500.00/p er location Fee C alculator for Plan Approvals = Unit H;. P Dfi~n ~~d'-~~pg square footage x factor indicated below : R~vis el l oo J lo~J t-o Plan Approval Fee-$0.25/sq.ft . ![)() Psl PI~~ tJ'oJ.Jj<: {minimum 2 sets-maximu m 3 sets) fA. I Prot)._. ( .P, I' v o 1 t + o b c J,viJ t ~~ C4JI-er f.!, /)/11 ,.; f' Additional Plan Set • SO.I 0/sq . ft . x.·D. 41 '12 :z ~ -· Re v;St'l-r~ Prov i !,I~ /o I I 0 Mini m um Fee fo r Pla n Ap provals • $160.00 ~~'+).. .c~ly S' S ~<#l'livj J ~ v .u ! ti -1-a +cfrt't!,.; fl_t!tf. :.o ~ J tff'J 1-< s ;2 t.; ~j/ Plan Rev ision-S 0. t O /s q. ft . 7~1./ ~ 7<6•/Ac) --------------------------7~~---------- P lan ApproV2 1 Nu mber: .'\-lin imum Fee for Pl a n Re v ision s -S50 .00 e a ch '/9CJ r I I TOT Al -\ \>1 0 '''"T' CI I RMITTJ;'I1 '784 .. 17s ·~.~o I<XPUH''\: /1 ,.'/~~ • V!A NU FACTU RER CE RTI FIES that only approved eq u ipment and materi a ls wi ll be used and the instal lat ions shall be made in acco rdance wuh app roved plans an• lpp licab le co des and pro visio ns o f the Colorado Division o f Housi ng. Manu fa cture r agrees to in -plan t inspec ti o n o f units ma nufa ctu red under th e abo ve p lan a pp ro -;al '\p· .. "lio n shall be made for and insig nia affi xed to each fac to ry bu ilt non re si denti al th at is subje ct to Co lorad o sta t utes an d which is manufactured or is to be so l< ir :d fo r sa le in the S~.are o f Colorado. D IV OF HOL'S J"'G . U 13 SHER ~A:"J ST R EET, RM 321 , DE~\'ER . CO 80203 003) 8 6 6-46 16 F AX 866 -3 072 AC (alternative construction) INSPECTION REQUIRED NOTICE The following is based on information provided to the Codes Section and may be modified based on the actual findings of the field inspection. DATE: :? J 17 I tY6 MANUFACTURER : A rVl€1'( -~c.+\ ID NO I CONTACT: ('_,. (2.-k\l::r ~coM tJ...., I#P MODEL NO: I iS b s (_ ;;;:£ ;J££ FAXNO. 3s7-39'd -171 f P/A NO. L/90? R£vt$.teliJ INSPECTION REQUIREMENTS: _ _L_/ N~.S~A..£~...J.C.;.,L[ _ ___.!r~o::...._~V::..._~=12~r!.....P~Y- /V?/1-)ct MUIV/ o != (0 B.ED.S, ;1-L?E._ /,{).5?71-CLEh A-IJ[) A: .P£ !2.M71-Nt=AJ/ M€7?!-L ~IGtU IS /1-17&#-ED ;tJ>riJE ld/lttV.EAli72Y ~o,.e 57747/AJG 1'/1./ ~ ' 1 !f-l'6tf-cs??£/2-S. ' _5ffl A"S , ./f-/1) ~c.J?V/ifi/?7C:.. FreE f,U/f-€:;1.) /11!)/£ 7/I;W 5; I"ECV't'C:. WIU ,;;:r>anvK. u=: ,(!, £.Y~-;-;£: ,-vr r ..s ,,'L:~IR£L II 6S... $L&€/J /AJ6-,A-7--I'M!Y 77ME, A copy of this Notice must be included with the installation instructions and shipped with the home. Please direct questions to Todd Anderson, DOH Engineer,@ 303-866-4657. Colorado Division of Housing Technology & Standards Section 1313 Sherman Street • Room 321 • Denver, CO 80203 • (303) 866-4657 • FAX (303) 866-3072 To: Factories constructing "Man Camp" housing. The Colorado Division of Housing would like to clarify issues related to the use of structures at remote sites. (Man Camps) Will these units require an automatic sprinkler system? Typically Yes. R-2 occupancies (dormitories) falls under the IBC and R occupancies in the IBC require a sprinkler installation per Section 903.2.7. The occupancies and design codes are to be specified by the factories when the plans are submitted for approval. See Chapter 3 of the IBC for Use and Occupancy Classification. The occupant load is to be stated on the plans. See Section 1004.1 in the IBC. If beds are provided by the manufacturer they are to be shown on the plans and labeled (single, bunk, etc) For small housing only (No mixed use; just bedrooms, kitchen, bathrooms, small living room) with accommodations for five or fewer people DOH will accept an R-3 occupancy classification under the IRC code. No sprinkler system is required under the IRC, but escape windows and all other code requirements in the IRC and NEC relating to a dwelling will be required. Note: The IRC has been adopted within Resolution 35. If 6-10 beds are provided and only a maximum of 5 people are sleeping at any one time due to work time shifts the following will need to be provided for each model type: Two letters, (1) from the Oil field workers employer who is using the housing and (1) from the housing manufacturer stating they are aware of the issue and that no more than 5 people will be sleeping in this model due to time shifts. The plans will need to have an occupant load of 5 or less and the following statement on the cover page "Due to worker's time shifts, no more than 5 people will be sleeping in this unit" A sign made of metal or other durable material is to be permanently attached inside near the entrance door with minimum Y." high letters stating: "This building is designed for people on time shifts. An automatic fire sprinkler system is required when more than 5 people will be sleeping at any time" An approved fire extinguisher will be required. Shown on the plans and provided by the manufacturer. Only DOH shall fill out the insignias for these units (AC) and will fill out "See sign by entry" in the fire ~""';"';,,~ Todd Anderson ~ Engineer, Plan Review Colorado Department of Local Affairs Division of Housing, Housing Technology & Standards Section 1313 Sherman St. Suite 321 Denver, CO 80203 Work: 303-866-4657 · .=ax: 303-866-3072 todd.anderson@state.co.us www. DO LA. Colorado. Gov Date: 02/11/08 1 02/14/2008 THU 10: 21 FAX HflffifRlGH S PRYnf 1nHRnnr1onnL DRILLinG co. Colorado Division of Housing Technology & Standards Section 1313 Sherman Street, Room 321 Denver, Colorado 80203 To Whom It May Concern: Helmerich & Payne, IDC (H&P) is a drilling contractor for Chevron in the Debeque area of Western Colorado. The rigs numbers are 316 and 318. The crew quarters for these two rigs will be located in Garfield County and are owned by H&P. The occupants of the crew quarters are directly employed by H&P. Due to work schedules (either morning or night shift), there will not be any more than five (5) men sleeping in these crew quarters at any given time. · If you have any further questions please do not hesitate to call. Sincerely, Ross Rittenoure 1777 CROSSR~R05 BlVD., mno JUnnmn, COlDRROO 815~6 970·163·Dil1 ~ C!Vlm~~~ If mm!RICI &. I~YHf. me. [j!JOOl/001 13:47 From-R.E. SwaeneY Company Inc. +8178318914 T-122 P.002/008 F-885 Re: MP0234 The truss drawing(s) rcrereoced ~low have been prepared by Robbins Engi:neering, Inc. under my direct supervision based on the parameters provided by R.E. Sweeney Co., Inc •. Pages or sheets covered by tbls seal: 1'2875298 thru 12875298 My license renewal date for the state of Colorado is February 28, 2009. January 30,2008 A! bani, 'thomas The seal on th~se drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building ls the rcsponsibili1y of the building designer, per ANSl/TPI-1995 Sec. 2. DALLAS 6904 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 •Fax: e13-971-6117 www.robbinseng.com TAMPA FT. WORTH l / } .-31·08 13:47 From·R.E. Sweeney Company Inc. +8178318914 T-122 P. 003/008 F-885 /,_--=---r---::::::-----,:-:::-----:::---=----:::;-,::--::-:~:---=-..,..,-~-,--:--c----, / Job I HuRlk I \lUA" "YPS Span Pl-81 :!.eft Oll Ri9l>t OH I En~ MP0234 43 ssn. 13osoo o .~s o o r:lB7S:198 T 1-11.-1 _I B.O 1-9-Q ~wc~'----------~·~-~·-~·~----------~----"":c>-12 ~~= t!4rr<.J . t 12x411 M 3x·= w,lOI RI:U.G2 0: 292 8d ~--------·-·-·---·-----------1-Z-12 kr U•S•O i2x4 ll &&Ill • • l G old= t.axf If 10 1•11-Ei rll-S-0 I c ~ t2o41i ll:l08 K1.U.62 U: 2PS 19-2-i4''r----,uer.-~~"-~•.----r-J t~ AU. 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U.e: Q~Wi'lod BDo• t.oa.(l • 125.0 p:t P.ain Lc;ui 0.0 pd' lfcm-dl~ Roof D:llpDrtMce !'actor 1 , 00 ~r:e4 to W.l'ld l"aator 1 , 00 h.l~ XoH.d !'~tor o,so ~aa~ load J'~,;gz Q, 0'0 U'ftlN.la:aac4 Loa.oif' r;;heakea ~ ftato:ra ... :~,,QO ILI1d. o.ao tu... C'Cif:WP. :force 250C t.b!l Max \e11e. ~orce 3623 Ll:::l• Q1.<dity Coa.t;Hl lat~tcr l.. 25 January 30,2008 ...... .. (;,.,., __ .... -·to' ; ... ~~ MANCAMP SITE PLAN LEGAL LOCATION: TRACT 112 {NW 1/4) SECTION 34, T6S, R98W, 6TH PM GARFIELD COUNTY, COLORADO (.}'1 ~ en : ·· ............ . •., ·· .. .. . ................ : .. ·· ... ...... ··•·•·· ... ···· ... ·· .. I ~ I I .l",.· !/ .'. I ; I I I LEGAL DESCRIPTION : ll-iAT PORITON OF TRACT 112 SITUATE IN ll-iE IN ll-iE NW 1/4 OF SECTION 34, TOWNSHIP 6 SOUTI-i, RANGE 96 WEST OF ll-iE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED FOR AREA AS FOLLOWS: COMMENCING AT A FOUND 1924 GLO BRASS CAP IN PLACE FOR ll-iE N 1/4 CORNER OF SAID SECTION 34; ll-iENCE S45"28'31·w A DISTANCE OF 2028.77 FEET TO ll-iE TRUE POINT OF BEGINNING OF ll-iE PARCEL DESCRIBED HEREIN; ll-iENCE S2119'29•E A DISTANCE Of 120.90 FEET; ll-iENCE S24'42'3s•w A DISTANCE OF 176.05 FEET; ll-iENCE S72'04'42•w A DISTANCE OF 118.27 FEET; ll-iENCE N6517'2s·w A DISTANCE OF 176.23 FEET; ll-iENCE N2017'2s·w A DISTANCE OF 49.50 FEET; ll-iENCE N24'42'35•E A DISTANCE OF 270.06 FEET; ll-iENCE N73'39'2o•E A DISTANCE OF 53.29 FEET; THENCE S6517'25•E A DISTANCE OF 173.04 FEET TO THE POINT OF BEGINNING, CONTAINING 2.15 ACRES MORE OR LESS. NOTES: 1) ll-iE SITE PLAN AS SHOWN AND DESCRIBED ABOVE IS NOT A BOUNDARY SURVEY AND NO MONUMENTS WERE SET, THE PURPOSE OF THE ABOVE LEGAL DESCRIPTION WAS TO DESCRIBE THE PERIMETER AND AREA WITHIN CHEVRON U.S.A. INC. PROPERTY FOR ll-iE PROPOSED MANCAMP SITE . 2) LAYOUT AND SEPTIC DESIGN BY URS, DRAWING NO. PBSR-69634AVF-DRS-SSR-URS-00000-00001-01 -a -a :;a 0 < m c SURVEYOR'S CERTIFICATE F>~EF>A~EO ~OR : C~EYJ;!ON U.&.A. INC. / DESIGN CRITERIA DESIGN CODE5 -2003 INTERNATIONAL RESIDENTIAL CODE Jj\ , 2003 INTERNATIONAL PLUMBING CODE ~ 2003 INTERNATIONAL MECHANICAL CODE 2002 NATIONAL ELECTRIC CODE 2003 INTERNATIONAL ENERGY CONSERVATION CODE 2003 INTERNATIONAL FUEL AND GAS CODE (t>VA)·NONE DESIGN LOADS; FLOOR: I 00 f'Sf LIVE LOAD I 0 FSF DEAD lOAD & ROOF: I 00 FSF ROOF SNOW lOAD 30 f'Sf DEAD LOAD ............... 2000 FSF CONCENTRATED LOAD J~ SEISMIC DESGN CATEGORY: A /' " MAXIMUM WlND LOAD: ......•. /30 Mf'H, 3-SECOND W1ND GUSTS SPEED EXPOSURE C &. GENERAL & OCCUPANT LOAD.";\ ;) CONSTRUCTION TYf'E: VB OCCUPANCY/USE GROUP: R.-3 STATE LABEU DATA FLATE: LOCATED ON ELECTRICAL PANEL BOX DOOR BUILDING AREA : 765 SF. MINIMUM SET BACK: M!NUMUM Of 20 FEET TO A COMMON OR ASSUMED PROPERTY LINE SERVICE SINK: SERVICE SINK LOCATED IN ADJACt'NT BUILDING ON SAME PROPERTY WITHIN 500 Ff_ REST ROOM: ADA REST ROOM FACILITIES ARf LOCATED IN AN ADJACENT BUILDING ON SAME PROPERTY WITHIN 500FT fiRE EXTINQUISHER.: PROVIDED ON SITE BY OTHERS DRINKING FOUNTAIN: DRINKING FOUNTAIN LOCATED IN ADJACENT BUILDING ON SAME FR.OPERJY WITHIN SOO FT HANDICAP RAMP: ACCESSIBLE RAMP I LANDING ON SITE PROVIDED BY OTHERS THIS BUILDiNG 15 NOT DESIGNED TO BE LOCATED IN A fLOOD HAZARD AREA ENERGY CONSERVATION ~& ( )& ~~~E5 ................. R30 ) 8 ~~~(uE-5 . ··:::·.R~2211 ) U-VALUES SHGC WINOOW(S): VINYL FRAME INSULATED GLA55/ 0.75 1.270 DOOR(S): STEEL DOORS 0.70 (MILL FINISH ALUMINUMFRAME) SWITCHING SCHEMES: FER ELECTRICAL PLAN FIXTURE Tl'FES (A) 48" FLUORESCENT W/2-T 12 lAMFS AND MAGNETIC BALlAST HVAC EQUIPMENT EFFICIENCY: SEER I 0.0 SYSTEM CONTROLS: 7-DAY PROGRAMMABLE THER!v105TAT OUTDOOR AIR VENTILATION: 20 CFM FER PERSON MINIMUM X 12 OCCUPANTS = 240CfM OPERABLE (per LM.C. TABLE 403.3} DUCT INSUlATION: ALL DUCTS ARE LOCATED IN UNCONDITIONED SPACES AND SHALL BE R.-5 DUCT SEALING: PER. SECTION 003.2.8 OF THE 2003 tECC WATER HEATER: FER SECTION 804 OF THE 2003 IECC i DRINKING FOUNTA:N: DRINKING FOUNTAIN LOCATED IN ADJACENT BUILDING ON SAME FROFERY WIH!iN 500FT UNDER FLOOR. CRAWL SPACE TO BE VENTED IN ACCORDANCE WITH SECTION 1203.3 Of IBC ' / / .) MODEL: H&P 1456 SLEEPER 13'-8" X 56'-o" BOX / \.. (765 SQ. FEET) (COLORADO) STATE OF COLORADO DIVISION OF HOUSING REVISIONS INDEX: DRAWING# DESCRIPTION c 1.0 COVER A 2.0 SPECIFICATIONS A 2.1 FLOOR PLAN A 2.2 REFLECTIVE CEILI~IG A 2.3 ELEVATIONS s 3.0 FOUNDATION/BLOCKING s 3.1 FRAME/CHASSIS s 3.2 FLOOR FRAMING s 3.3 RESERVED s 3.31 RESERVED S34 FASTENING SCHEDULE S3.5 CROSS SECTION M 4.0 MECHANICAL E 5.0 ELECTRICAL LEGEtW E 5. I ELECTRICAL LAYOUT P G.O PLUMBING p G. I PLUMBING ISO ./ I , r' [L ~~r IY\j§l~ I~ I~ I~ ~~~~~~ 'I ~~c ~~ 3i~ 1;-: ~~~~o .. lief--iD '~ !!I~ I"' 0§0 ./ ~~~~~~~ SPECIFICATIONS STRUCTURAL SPECIFICATIONS FRAME I RUNNING GEAR STEEL SKID: CONVENTIONAL OILFIELD, 3-RUNNER (12" 35LB I-BEAM) OUTRIGGERS: FIVE-ANGLE CUT (EACH SIDE) PAINT: MINIMUM 3 MIL. BLACK ASPHALT FLOOR DECKJNG: 3/4" ADVANTECH FINISH: 1/8" VINYL COMPOSITION TILE BOTTOM BOARD: 30GA GALVANIZED METAL JOISTS: 2 X 6@ 16" O.C. (TRANSVERSE); DOUBLE 2 X 6@ 48" O.C.; DOUBLE SIDE PLATES ~ INSULATION: R-21, FIBERGLASSBATTWITHONELAYER ) BUBBLE FOIL INSULATION EXTERIOR WALLS EXTERIOR TRIM: 26GA STEEL STUDS: 2 X 6@ 16" O.C.; 90" WALL HEIGHT PLATES: DOUBLE2X6TOP;SINGLE2X6BOTTOM \ A INSULATION: R-21FIBERGLASSBATTWITH1-LAYERFOIL)) LD BUI3BLE INSULATION SHEATHING: 7/16" O.S.B. WALL COVERING: 1/4" VINYL COVERED PANELING EXTERIOR FINISH 29GA STEEL AG-PANEL (VERTICAL) INTERIOR WALLS INTERIOR FINISH: 1/4" VINYL COVERED PANEL INTERIOR TRIM: STANDARD VINYL TRIM INTERIOR FINISH: FRP FULL HEIGHT OVER 1/4" PANEL (RESTROOMS ONLY) INTERIOR FINISH: FRP TO 48" A.F.F. OVER 1/4" PANEL INTERIOR FINISH: 5/8" VINYL COVERED GYPSUM@ RATED WALLS (BEHIND WASHER DRYER) PARTITIONS STUDS: 2X 4@ 16" O.C.; CEILING HEIGHT INSULATION: NONE INTERIOR TRIM: 3/4" VINYL COVERED MOULDING PLATES: DOUBLE2X 4 TOP; SINGLE 2X4 BOTTOM ROOF RAFTERS: PRE-FAB BOX TRUSS@ 16" O.C. AM 601 CEILING: I /4" INDUSTRIAL VINYL FACED PANEL (WHITE) CEILING: 114" INDUSTRIAL VINYL FACED PANEL TRIM (WHITE) 2 LAYER 5/8" GYPSUM @RATED CEILING INSULATION: R-30, FIBERGLASS BATT INSULATION ~ A DECKING: 7116" I O.S.B. LD ROOF: .FIBERTITE DOORS EXTERIOR: 30 X 72 STANDARD (METAL) WITH 6" BARRELL BOLT LOCK EXTERIOR: 36 X 80 "AMERI-TECH" STEEL DOOR WITH STEEL FRAME AND FLANGE INTERIOR: 30 X 80 PRE-FINISHED HOLLOW-CORE; LEVER PASSAGE, UPGRADE HINGES INTERIOR: 32 X 80 PRE-FINISHED HOLLOW-CORE; LEVER PRIVACY, UPGRADE HINGES INTERIOR: 32 X 80 45 MIN SC PREFINSHED WI TIMELY JAM INTERIOR: 24 X 80 PRE-FINISHED HOLLOW-CORE; LEVER PRIVACY, UPGRADE HINGES INTERIOR: 24 X 80 PRE-FINISHED HOLLOW-CORE; LEVER PASSAGE, UPGRADE HINGES NOTE: UPGRADE ALL HARDWARE & HINGES WINDOWS EXTERIOR: 30 X 40 VS, INSULATED (CLEAR), WHITE VINYL FRAME NOTE: MINI BLINDS@ EACH WTNDOW ELECTRICAL SPECIFICATIONS DESIGN CRITERIA UNIT POWER REQUIREMENTS: 120/240 VOLT, SINGLE PHASE, 3-WIRE WITH GROUND ENTRANCE: 1-1/2" CONDUIT THRU FLOOR DISTRIBUTION LOAD CENTER: 200 AMP BREAKER PANEL WITH MAIN (EXTERIOR) MAIN SERVICE GROUND & CONNECTIONS BY OTHER RACEWAY: MC CABLE RECEPTACLE: 120 VOLT, DUPLEX (WHITE) PER PLANS SWITCHES: SINGLE POLE, 120V TOGGLE (2-POSITION) RECEPTACLE: 120 VOLT, DUPLEX-INDEPENDENT CIRCUIT (WHITE) PER PLANS RECEPTACLE: 120 VOLT, DUPLEX-GFI PROTECTED (WHITE) PER PLANS RECEPTACLE: 120 VOLT, WP EXTERIOR DUPLEX- GFI PROTECTED (GRAY) PER PLANS RECEPTACLE: 240VOLT, SINGLE PER PLANS LIGHT: 4FT FLUORESCENT (2-BULB) SURFACE MOUNT WITH DIFFUSER LIGHT: INCANDESCENT (3-BULB) VANITY BAR LIGHT: INCANDESCENT (2-BULB) WITH COVER LIGHT: BUNK LIGHTS LIGHT: EXTERIOR PORCH INCANDESCENT (I-BULB) WITH COVER EXHAUST FAN: 180CFM THRU W f.LL WITH RAIN PROOF SHIELD MISC: COAX OUTLET WITH THilliADED FEMALE COVER PLATE; CABLE TERMINATES IN WP BOX PER PLANS MECHANICAL SPECIFICATIONS HEATING: 1500W (120V) WALL HEATER-RECESSED H.V.A.C.: 3-1/2 TON EXTERIOR WALLMOUNT; CENTRAL HEAT & AlR. HEATING: 15KWHEATSTRIP SUPPLY: DUCTBOARD CONCEALED IN CEILING REGISTER: 8" X 8" ADJUSTABLE, WHITE PLASTIC FIRE DAMPERS FOR SUPPLY & RETURN AIR GRILLS AT RATED CEILING RETURN: DUCTED RETURN AIR THERMOSTAT: PLUMBING SPECIFICATIONS SUPPLY LINES: 1/2" FLEX-PBX WITH BRASS FITTINGS (SITE CONNECTION, HARNESS & UTILITY HOOKUP BY OTHER) DRAIN, WASTE AND VENT: ALL DRAINS PVC-MANIFOLD TO ONE 3" OUTLET (SITE CONNECTION AND UTILITY HOOKUP BY OTHER) RESTROOMS: 3/4 BATH (each includes the following) WATER CLOSET: STANDARD WHITE CHINA TANK, STANDARD BOWL LAVATORY: 20 X 17 PLASTIC OVAL, MOUNT IN PRE-FAB BASE WITH SOLID OAK DOORS AND FACE, INCLUDES FAUCET SHOWER: 32 X 32 FIBERGLASS STALL WITH CURTAIN, INCLUDES FAUCET ACCESSORIES: MEDICINE CABINET ACCESSORIES: STANDARD TP HOLDER ACCESSORIES: STANDARD TOWEL BAR ACCESSORIES: NON-SLIP TREAD STRIPS ON FLOOR@ SHOWER OTHER FIXTURE: KITCHEN SINK, STAINLESS STEEL DOUBLE-BOWL, INCLUDES FAUCET WATER HEATER: 40-GAL ELECTRIC COLD CLIMATE NOTES: ALL SUPPLY LINES ARE INSULATED WITH COVER AND RUN ON INTERIOR @ BASEBOARD WHERE POSSIBLE. RESTROMS ARE INSTALLED ON RAISED PLATFORM. THE P-TRAP FOR EACH SHOWER IS EQUIPPED W/ A CLEAN OUT AND DRAIN ATTACHMENT. AIR VALVES FOR PURGING WATER SUPPLY ARE INSTALLED ON BOTH HOT & COLD WATER LINES@ WATER HEATER. INTERIOR OPTIONS I FURNISHINGS CABINETS I COUNTER TOP CUSTOM LAMINATED COUNTER TOP 0/ ANITY TOP@ BATH) LAMINATED ROLL-BACK COUNTER TOP PRE-FABRICATED BASE CABINET; SOLID OAK DOORS AND FACINGS3TATE OF COLORADO QTY-ITEM:(2) VSB24, (1)SB48 DIVISION OF HOUSING PRE-FABRICATED UPPER CABINET; SOLID OAK DOORS AND FACINGS QTY-ITEM: MAR 1 7 2008 (1)W3930, (2)W3030, (l)W4818, (1)WB2430, (1)W1230, (1)3012, (2) W3024 Ap~ROVED 72" X36" LAMINATED TABLE TOP @'3l A.FY PONY WALL-SUPPORT FOR COUNTER MISCELLANEOUS SMALL CLOSET I PANTRY WITH THREE SHELVES BOOT RACK (SHOP BUILT -BLACK) WITH THREE SHELVES SHOP BUlL T BUNK BED WITH LADDER AND UPGRADE MATTRESSES SMALL WOOD SHELF (LOCATED AT EACH BUNK 12" X 18" X 78" STEEL LOCKER 18CF REFRIGERATOR WITH FREEZER 30" ELECTRIC RANGE (4-BURNER) WITH OVEN OTR MlCROW AVE VENT COMBINATION FOLDING CHAIR WITH PADDED SEAT LAUNDRY: CLOTHES-WASHING MACHINE LAUNDRY: CLOTHES-DRYER 3" HAT I COAT HOOK OVERSTUFF VINYL SOFA SHELF FOR TV /RADIO@ 24" B. F. C. WITH UNDER SHELF FOR SATELLITE RECENER 19" COLOR T.V. WITH REMOTE CONTROL AM I H1 RADIO WITH CD PLAYER 32X60 DRAIN PAN UNDER WASHERJDRYER SATELLITE POLE (MOUNT TO SKID) WITH REMOVABLE SET-BOLT FIRE EXTINGUISHER HW SMOKE DETECTOR EXIT SIGN (DECAL I GLOW-IN-DARK) POWER CORD ( 4-4 SO CABLE) WINTERIZED PROCEDURE ~:"tL.J'-Ll.~.:::~~~'\.". (LOCATE@ WATER HEATER) OVER THE ROOF TIE-DOWN FIRE EXTINGUISHER OCCUPANCY SIGN I@ [Q@ ~ ~ I@ ~ z , 00 f--<( N:> ""--. ~I I t'l ' " - DOOR SCHEDULE ROUGH OPENINGS WINDOW SCHEDULE SILL HEIGHTS EXTERIOR 3G" X 80" "AMERI-TECH" STEEL OOOR WITH STEEL 3B"X 81" @ 30X40 VS, INSULATED (CLEAR), WHITE VINYL 41" AFF FRAME AND FLANGE FRAME EXTERIOR 30"X72" STANDARD (METAL) WITH G" BARRELL BOLT 381/4" X 82" LOCK INTERIOR 32"X80" 45 MIN FIRE RATED SC OAK DOOR 34-1 14" X 82" WITH CLOSER INTERIOR 32"X80" PRE-FINISHED HOLLOW CORE LEVER PRJVACY 34-1 14" X 82" INTERIOR 24"X80" PRE-FINISHED HOLLOW-CORE; LEVER PASSAGE 2G-I 14" X 82" INTERIOR 24"X80" PRE-FINISHED HOLLOW CORE LEVER PRIVACY 2G-I 14" X 82" 0 FRIDGE 2 FRIDGE 1 SOFA TREAD PLATE WITH DRAIN BUNK BED 0 ID041 BUNK I BED "' ,. BATH ~ ;;j ;o g ~ ' 32X72 TABLE KITCHEN ~32 X 60 r-_:>RAIN~ AN I 0 6£M NOTE: POSlllON WASHER AND CHECK MEASURE~ENT BEFORE CUTTING 'v£NT HOLE FOR DRYER. ezzzzzzzzzz1 = I HOUR RATED WALL %" TYPE X VINYL COVERED GYPSUM ON BOTH SIDES OF THE WALL oo Oo '8 G~ "' ro N ... "' 0 BOOT RACK STATE Of COLOAADO 01\/IS\ON OF HOUSING MAR 1 7 ZOOB App· Rt'VED /-\ ~J - (14) HAT / COAT HOOKS BUNK BED BUNK BED D BUNK BED r--t--~ ID i \ :0 13-1/2 TONI I H.V.A.C.I ~ @ ~ ® CJ~®l [ ~ ®~ AMERJ-TECH [ ~ Q r: ~ ~ '---~ ~ ~ 0(f) ---~ ;;;?.:1 ~ [ J> ;;:: -rn -o )"" o,.,..., -o "" z~ :;lO -Ci,:_-) -n b 9 __, Ir-...., oo <. = 55~ m = = 0 -o tso AMERI-TECH BUILDING SYSTEMS 350 INDUSTRIAL PARK RD.· LEESVILLE, LA 71446 PHONE: 337-392-1914 FAX: 337-392-1916 www.ameritechbuildings.com SYSTEMS, PDF reDirect vb.p:3 t- 0 < 1-rl ;o _, tlD I rl ;o 0 0 -, =! rl I PD 0 0 ~ .o·.7 ,,e I h f'l ~ ~ ~ 1-t-f-- p :- s I-I-i- 1:-: } p. .a .. a 711!1 I ~ I ::0 n C'l }> D-::0 :s; C'l 1-::;: -0 Bll 1 .. \ /: ~ \ \ ~ -;() -<· -,s:: I-\ OC: /: >" r-, \ rl ;o s:: • 1-II 1-I-• II I- I- rl p _, rl ;o rn r 0 r-() 2'; z G) 1--j-PE I- :.·· "" " ~ PI Pi 1- h-• THE PROPERTY OF / / / / ,, /: / "" " "' "' X Ul _, r'1 r'1 r -, ;o > s:: ,., > z 0 -, r > z G) ,., co 0 ' > s:: ,., "' I oi (") I Ul oi r'l r 0 0 0 ;o l/ ) IJ I} I ~rl nx r_, "'"' >;o ;o- ~~ - ~"' _o -;X r'l ... 0 ,;;< ~(f) r-z "'1(1) "'c >r S:::> r'l--i rl 0 C'l ::0 0 z -< :s; fT1 ::;: p-II +- p i Pi +-p f-- Bll PH p - D- ~~~ Pi I- b l~b f-a ~ bB lJb i D I~ AMERI-TECH BUILDING SYSTEMS 350 INDUSTRIAL PARK RD.· LEESVILLE, LA 71446 PHONE: 337-392-1914 FAX: 337·392-1916 www.ameritechbuildings.com I r------. -- -; -< " c z p "' 0 X '-J " lll C3 s:: rl ;;' r 0 0 0 ;o LEGEND REQUIRED ANCHOR LOCATIONS: FRAME TO TIE DOWN SHALL HAVE A MINIMUM CAPACITY RATING OF 3150 LBS AT 45 DEGREES. = REQUIRED SUPPORT LOCATIONS. BLOCKING POINTS PLAN TYPICAL FOUNDATION DETAIL PERIMETER BLOCKING 4' O.C. SG'-0" 3150 LBS OVER THE ROOF TIE DOWN STRAP TO I-BEAM FOUNDATION NOTES: 1. FOUNDATION AND ANCHORING SYSTEM IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY THE LOCAL JURISDICTIONAL AUTHORITY. 2. ALL REQUIRED SITE LEVELING DRILLING, FOUNDATION AND /OR ANCHORS, SOIL ANALYSIS AND RELATED WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER. NEITHER THE CONTRACTOR OR THE ENGINEER HAS ACTUAL KNOWLEDGE OF THE SOIL CONDITIONS AT THE PROPOSED SITE AND THEREFORE ACCEPTS NO RESPONSIBILITY FOR THE SOIL CONDITIONS OR STRUCTURAL PROPERTIES. 3. THIS DRAWING PROVIDES RECOMMENDED SUPPORT QUANTITY AND SPACING. THE PIERS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE BEARING PRESSURE OF 2000 P.S.F. SITE SPECIFIC SOIL CONDITIONS AND ALLOWABLE BEARING PRESSURES SHALL BE VERIFIED BY AND IS THE RESPONSIBILITY OF THE OWNER. STATE OF COLORADO DIVISION OF HOUSING MAR 1 7 2008 APPROVED 9'-0' 2'-10' I 2'-35ib WIDE FLANGE I-BEAM I 3'-81' 3'-G 5/B' 3'-G 5!8' AMERI-TECH BUILDING SYSTEMS 350 INDUSTRIAL PARK RD.-LEESVILLE, LA 71446 PHONE: 337-392-1914 F{';X: 337-392-1916 www.ameritechbuildin9s.com 0" IQ :::__ __ 9 I '-2 1/2" ~ I I '-G 1/2" ~ 4 3/4" 0 5'-2 3/4" I 1'-b" 6 0 = 5'-2 I /2" _I IN ANY WAY WITHOUT 0~ ):> <~ 3::: (f)m -u l> () ... ) -u ;;o z,_, ;o ..... :') 2 _, ..-) :X: "· "' (.: :> = c: ""\"\ m = (/)> 00 0 -o \So AMERI-TECH BUILDING SYSTEMS 350 INDUSTRIAL PARK RD.· LEESVILLE, LA 71446 PHONE: 337-392-1914 FAX: 337-392-1916 www.amerltechbuildings.com i -~:2 lbd@ 8''0.C. L/=jT~f\~~1 Gd (3) EA 2X4 _ HEADER END I TO KJNG STUD. \_ ~" PL \WOOD FILLER DETAIL A HEADER CONSTRUCTION ~LJ DETAIL B HEA ')ERRiNG STUD FASTENING NAIL CONNECTION TYPE TYfE NUMB~~ REQUIRE RAFTER/TRUSS TO ROOF RIM MEMBER 10 d 4 ROOF RIM MEMBER TO TOP PLATE 8d - TOP PLATE TO TOP PLATE 10 d - TOP PLATE TO STUD 8d 3 BOTTOM PLATE TO STUD IG d 2 BOTTOM PLATE TO FLOOR IG d - FLOOR JOIST TO FLOOR RIM MEMBER IG d 3 ROOF DECKING TO TRUSS/ RAFTERS 8d - FLOOR DECKING TO FLOOR JOISTS 8d - fXTERIOR SHEATHING TO "iTI ID"i 8d INTERIOR WALL TO ROOF IG d -.. INTERIOR WALL TO SIDEWALL IG d - SHEARWALL BOTTOM PLATE TO FLOOR IG d -- SHEARWALL ENDWALL TO SIDEWALL IG d - 2 x yp z r-2:<4 SWN2 HEADER 2XG SYI' M2 liEIGHT FJNG STUD 1 fACI1 SID~ Of G 5 f fULl I' JACK 5Tl0 I E~~~~i Of OFENING \ II If B 17 ~ DOOR 50" MAX. EXTERIOR HEADER DETAILS NAIL SPACING - T.N. 4"0.C 12" O.C. - - IG"O.C - G11 o.c. edge I 2"o.c. f1eld G" O.C. G" O.C. G" O.C. G" O.C. 2~6 5YP 112 fUll 11EIGiiT FJNG STUD I rAOl SIDE Of Ort:NING STATE OF COLORADO DIVISION OF HOUSING MAR 1 7 2008 '-'<"WED !'"\,. ' ; \ '"" -. - ROOF VENTS MINIMUM Xso OF AREA BEING VENTILATED TOTAL OF 4.37 SQ. FT. OF OPEN AREA IN VENT 2x6 FLOOR #2 SYP JOIST @ 16" O.C. DOUBLE SIDE PLATE 2x6 (#2 SYP) RETURN 2x6 WALL #2 SYP STUDS @ 16" O.C. ~XI-.i(z" PL YWOOO COMPRESSION STRIP G SIDEWALLS INSULATION: R-30 £~ 1/4 INDUSTRIAL \1NYL FACED PANEL (WHITE) '-~ATED CEILING AREA'S: (2) LAYERS 5/8" TYPE X GYPSUM WITH I /4"\1NYL COVERED PANELING I I 4" VINYL C0\1ERED PANELING AND '){," TYPE -".X___.-J \1NYL COVERED GYPSUM (RATED WALLS) 3/4" T&G ADVANTECH 8~ BOTTOM BOARD 30GA GALVANIZED MTEAL r Wj 1/8" VINYL COMPOSITION TILE INSULATION: R-21 FIBERGLASS BATT W/ ONE LAYER BUBBLE FOIL INSULATION \ EXTERIOR FINISH \__ 29 GA. STEEL AG-PANEL W/ 26 GA. TRIM OVER 7 /16" HOUSEWRAP /OSB INSULATION: R-21 FIBERGLASS BATT W/ ONE LAYER BUBBLE FOIL INSULATION (3) o/,6'X 3" LAG SCI1EW @ EACH OUTRIGGER, M R 1 7 2008 A PROVED NOTE: SEE DRAWING S.3.0 FOR FOUNDATION BLOCKING AND TIE DOWN STRAP DETAILS D 1-- ) / I 3-1/2 TON] H.V.A.C.[ (~ I I lfl~l/;r--b.l I [\) x~ Ul I : ~ 1-- 0 f-=- 0 I I D D ) [ [\) - x~ Ul 0 I~ [S] .-- [ ~ -n 0 II -n ~ 0 )> ;:;:: v rn 7ll s: )> = .... __, "" = = 00 ~IG ~ ~ D ...; (J> "' "'"' :r rn c rn w -<J) "' "' .., ...; ~ x• x• .., c "' s: ':( "' ~~ rn 0 z rn (J> <: "' -,:Jl X ...; <: OJ -Ol ::j ~ "' "' rn Olrn z ;;; ~ ?B~ " ~ " c " "' @ ":;; Oi .. Oi r ~(J> :r 0> -< fi Ul(J> rn rn "' )> "' 0 0 0 "' )> c c c "' 2 Q Q Q c (J> Iii fi AMERI-TECH BUILDING SYSTEMS 350 INDUSTRIAL PARK RD.-LEESVILLE PHONE· 337 ,lA 71446 · -392-1914 FAX: 337-392-19 16 www.ameritechbuildings.com 0] OJW ~~ zoo 90 OJZ ,.,. i'!O F ... -,u; >[ -:r u;rn (;)~ ~~ o"' ,..., ~~ ;::>- QO o'-rn s 0 rn lj) n 70 u -1 0 z :I < )> n (j) n :I rn 0 c I rn I~ ~CAL SCHEDULE '"'"' I ",;,.;;;,' ""' ~~«, !",':'~;:;~ f'~"" I AC ~ [±4-8 10-2 30 W/H 2 3 AC 90 14-4-8 I 0-2 30 W/H 4 2 ~ ...:!Q_ 8-3 I 0-3 _30 _DR~ __§_ _!_ ~ ...:!Q_ l\-3 I 0-3 30 DRYER 8 9 1_0~ ~ I 2-2 II 2-2 20 WASHER I 0 I I _I ~ _I_ 2-2 I I 2-2 20 I I 20 13 , I ~ 2 20 _1_2-211 2-2 20 BATH I 14 I 5 KITCHEN 20 12-211 2-2 20 LIVING AREA I G i"' 7 1; 20 12-211 2-2 20 BATH 2 ~ !!' 9 ~ ~ 12-2!1 2-2 20 'XT. WP L;>CJ 1*.'0 t"A~ ~ _I 2-2 I' 2-2 20 t'fAll HEATEF I 22 I 23 t'fA~ ~ _I 2-2 I I 2-2 20 t'fAll c~~lU __-"L' _I 2-211 2-2 20 !SMOKE DET I 2G 12 44• AFF& 81" AFF ELECTRICAL PANEL 51ZING: SYMBOL dD WP dlb 1 ...... 1 ELECTRICAL SCHEDULE JESCRIPIION DUPLEX RECEPTACLE WI COVER PLATE@ IG" A.F.F. U.N.O. (NO BRAND SPECIFIED) GFCI DUPLEX RCPT. WI WEATHER PROOF COVER PLATE @ I G" A.F.F. U.N.O. (NO BRAND SPECIFIED) 240 VOLT, RECEPTACLE WI COVER PLATE@ IG" A. F. F. U.N.O. 200 AMP LOAD CENTER• BREAKER PANEL WI 200 AMP MAIN (EXTERIOR) SYMBOL :r DESCRIPTIJN 4' FLUORESCENT (2-BULB) SURfACE MOUNT WITH DIFFUSER PORCCI LIGHTS @84" A.F.F. U.N.O. WI PHOTOCELL METAL HALIDE WALL PACK THERMOSTAT@ 48" A.F.F. U.N.O. STANDARD DIGITAL GROUND FAULT CIRCUIT INTERRUPT RCPT. WI COVER PLATE @ 42" A. F. F. !~cr~r~l~~ ~I~ I"' I~ 'w j i~ISF~" ~~~~>LL L-----------------------------------------------------------------------------~ 1\ ~ I 0 rz-: 00 ~ oo r f-• <( 0/ ~ oo N;> -....._ . ~I ~ I c!2..___ 0 0 ~ ' r------ ' ! n ' [ J 'l I l L__j I LJ ,,,,~.._~ .... 4»' I r @ H ~ ~ 01 oo SYMBOL @ PLUMBING SCHEDULE DESCRIPTION FLOOR MNT'D ElONGATED BOWL WITH STA.\IOAAD TAN~>. WALL HUNG LAVATORY WI 2B" SPACE UNDERNEATH RIM FOR. HANDICAPPED WJ STANDARD FAUCETS (NO BRAND .5PECifiED) HOT WATER A'JD DRAIN PIPES UNDER LAVATORIES 511ALL BE INSULATED. KITCtiEN SINK-STAINlESS STEEL DOUBLE BQ'.'vt 40 GALLON WATER. HEATER. WJ SHUT Off VALVE STATE OF COlORADO DIViSIOt-; OF HOUSING MAR 1 7 200Q " APPROVED ~ J ~~ I L/ l) 1 1l ® 1P 1 ' © DWV LEGEND ® -4X3 CLOSET FLANGE @ -3" 90 DEG. LT ELBOW @ -3" SAN I-TEE @ -3" DBL SAN!-TEE © -I I /2" P-TRAP ([) -I I /2" 90 DEG ELBOW @-I I /2" SAN I-TEE @ -3" X 3" X I I /2" SANI-TEE CD -2" 90 DEG ELBOW Q) -2" X 2" X 3" SANI-TEE @ -3" X I I /2" X 3" SAN I-TEE (b) -3" X 3" X I I /2" DBL SAN I- (!) (@ -2" P-TRAP @ -2" SAN I-TEE (Ql 3" X 3" X 2" SAN I-TEE ® 2" X 2" X I I /2" SAN I-TEE (Q 3" X 2" X I I /2" SAN I-TEE STATE OF COLOffADO DIVISION •:i• HOUSING MAR 1 7 zoos DVW SCALE: NONE APPROVED NOTES I . ALL CLEAN OUTS SHALL BE ACCESSIBLE/ CLEAN OUTS PROVIDED AT BASE OF ALL WASTE $ SOILSTACK AND PROVIDES THAT "'H++-H ALL HORIZONTAL PIPING CAN BE REACHED W/ A CLEAN OUT TOOL W/0 PASSING THRU MORE THAN 3GO DEGREES OF TURN 2. MIN. OF 1/4" PER FOOT OF SLOPE SHALL BE PROVIDED ON ALL HORIZONTAL BRANCHES 2. EMMITANCE VALVES TO BE USED FOR VENTS WHERE ALLOWED ABOVE LINE FACTORY BELOW ON SITE BY OTHERS MANIFOLD TOGETHER UNDER FLOOR ON SITE BY OTHERS '" -----------------------------------------r-:::-1 I I l ' ' ' ' WH NOTES STATE C: DO DIVISIO~. · ' !SING MAR 1 7 2008 APPROVED PLUMBING SCHEMATIC SCALE: NONE I . USE CPVC OR COPPER PIPE OR FLEX PEX OR FRESH WATER SUPPLY LINES 2. INDIVIDUAL FIXTURE SUPPLIES TO BE I /2" UNLESS NOTED 3. W/H EQUIPPED W/ DRAIN PAN AS REQUIRED BY 504.7 OF I.P.C. 4. W/H-FIRST 8' OF PIPING TO BE INSULATED W/ .5" THICK MATERIAL W/ CONDUCTIVITY NOT EXCEEDING . 27 BTU PER INCH/H FT SQ FERENHEIT AS PER SECTION 804.5 I.E.C.C. 5. W/H TO BE PROVIDED W/ CONTROLS TO ALLOW A SET POINT OF 90 DEGREES FERENHEIT AND THE OUTLET TEMP FOR SINKS IN PUBLIC REST ROOMS SHALL BE LIMITED TO I I 0 DEGREES FERENHEIT AS PER SECTION 804.3 I.E.C.C. z -INDICATES SHUT OFF = COLD WATER LINE ------=HOT WATER LINE