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Home My WebLink AboutPlansMETAL SOFFIT & FASCIA State of Colorado Division of Housing July 11, 2012 PLANS APPROVED Subject to field inspection 512711 AC RH1GR HGT. RIGHT ELEVATION GARAGE, DRIVEWAYS, SIDEWALKS, PORCHES, INSTALLATION, MATERIALS, SPAN OF COLUMNS & BALUSTERS TO BE DETERMINED & VERIFIED O.S.B.O. CONTINUOUS RIDGVENT- / /ZIPPED LOOSE, INSE TALLED O.S.B.O. See Plnvt AlIAckvneud5 Feg- r Rwi 10( I 4 Rey-wet/146A 0 ,S"'. c-Dta ANIMA v a,1- bt- fr-rixeci ?f6.000 Go/Fckol msret-t ovn . APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD DEPART Daq/O / Z By Al /r 'PTLD COP NO INSPECTION WTTHOUT THESE PLANS ON SITE PHSe of i Y i 5/4" x 6" TOP WNDW. & DOOR TRIM SIDES &BOTTOM WNDW. & DOOR TRIM 8" MIN. TO FINISH GRADE CEMENTIOUS LAP SIDING PORCH ONSITE BY OTHERS FRONT ELEVATION GARAGE, DRIVEWAYS, SIDEWALKS, PORCHES, INSTALLA1T64, MATERIALS, SPAN OF COLUMNS & BALUSTERS TO BE DETERMINED & VERIFIED O.S.B.O. 0 o� r m x U d a W v 9 N DATE: 4-30-2012 SCALE: 1/4"=1'41" DRAWN: CGK PROJECT: 5043 SHEET Al COPYRIGHT 2011 State of Colorado Division of Housing July 11, 2012 PLANS APPROVED Subject to field inspection 512711 AC I 8 12 T LEFT ELEVATION GARAGE, DRIVEWAYS, SIDEWALKS, PORCHES, INSTALLATION, MATERIALS, SPAN OF COLUMNS & BALUSTERS TO BE DETERMINED & VERIFIED BY OTHERS ON ME. 1.1111111111PI1SIM1 IIIIIIMII11111011111•0111111111.11111111111 REAR ELEVATION GARAGE, DRIVEWAYS, SIDEWALKS, PORCHES, INSTALLATION, MATERIALS, SPAN OF COLUMNS & BALUSTERS TO BE DETERMINED & VERIFIED BY OTHERS ON SITE. z 0 m U z a 'O e a oe vai x x u OC d Ira dvoo "ao a v oeP' raw °o ,o wyr. °?3 pN�Cu 7 C1F �dOC I'E°E: DATE: 4-30-2012 SCALE: 1/4"=P-0" DRAWN: CGK PROJECT: 5043 SHEET Al—a COPYRIGHT 2011 �vDt '' ldXl 7-31" ,1 ak- BEDROOM #1 2ual0INVERTED HDR EA UNIT ii Loo iii i PISI13060-� ■ 3)2x10 HDR 24'-0" PRE-ENGINEERED RF TRESSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 4 7-C Le- & pp, fV FIREPLACE MPD3530 MANTEL & SURROUND O.S.B.O. 0 a ct C1 x k U GREAT ROOM N-14" RAISED HEAR BBRP 314"x64" y"Wx42"H PROVIDE &INSTALL Yx" SHEETROCK ON GARAGE SIDE OF OCCUPANCY SEPARATION WALL BETWEEN DWELLING UNIT & GARAGE, REQUIRED FROM FOUNDATION' PEAK OF ROOF. ON SITE, BY OTHERS H F F A a A q Q A 2)131' ?" INVERTED LVL HDR EA UNIT 2)131'114" INVERTED LVL HDR EA UNIT T KITCHEN ATH #1 ?Irat y8 GARAGE ON SITE, BY OTHERS s 0 0 �/ I5"IOIL % 6'-6" PORCH ON SITE, BY OTHERS n n n ]0'-104" 10'-8" 7-51" ]0'-41" 9'-0" WALLS (7'-9 7/8" HEADER HGT.) ABBREVIATIONS AFF = ABOVE FRAMED FLOOR BTM =BOTTOM BSMT =BASEMENT D = DRYER DBL DW DN EXT GLB HDR HH INV LVL State of Colorado Division of Housing = DOUBLE = DISHWASHER =DOWN = EXTERIOR = GLUE LAMINATED BEAM = HEADER = HEADER HEIGHT =INVERTED = LAMINATED VENEER LUMBER OC =ON CENTER OSB = ORIENTED STRAND BOARD OSBO = ON SITE BY OTHERS PSL = PARALLEL STRAND LUMBER REF =REFRIGERATOR SG =SAFETY GLAZED SGL = SINGLE SW =SHEET ROCK WRAPPED TC = TRASH COMPACTOR TYP =TYPICAL UNO = UNLESS NOTED OTHERWISE VL = VERSA -LAM W =WASHER WV/ = WOOD WRAPPED FLOOR PLAN July 11, 2012 "Pr'f4/1 PLANS APPROVED Subject to field inspection THESE PLANS MEET OR EXCEED THE FOLLOWING CODES: 2006 HRC 2000 NEC 2009 INCC SEISMIC ZONE C 512711AC GENERAL FLOOR PLAN NOTES: 1. ALL DIMENSIONS U.N.O. ARE TO WOOD. NO DRYWALL, SIDING, O.S.B. OR FOAM IS INCLUDED. 2. EXTERIOR WALLS ARE 216 CONSTRUCTION U.N.O. INTERIOR WALLS ARE 214 CONSTRUCTION U.N.O. 3. ALL EXTERIOR WALLS WITH OPENINGS (WINDOWS, DOORS, ETC.) SHALL HAVE A (2)2x10 "BOX HEADER" 4A. NY INC. TH IST CUR AFTER ULINGWAPRODCHTBIOMEWWIIITONBEHOVBTIEOONNGKSHATNA4MA01OWCTHE BOTTOMINSTF 'AIDE EXTERIOR DOOR THRESHOLD. SYMBOL LEGEND O WINDOW IDENTIFICATION DOOR IDENTIFICATION HOSE BB FLUE PIPE DATE: 4-30-2012 SCALE: 1/4"=1'-0" DRAWN: CGK PROJECT: 5043 SHEET A2 COPYRIGHT 2011 4 741-0" nr. W 3 24'-0" FOUNDATION WALL G7 20'-2j" FOUNDATION WALLS ARE 8'$" AFTER FLOOR IS POURED. INSTALL ANCHOR STRAPS ACCORDING TO MANUFACTURER SPECIFICATIONS & INSTRUCTIONS. 4'42" /TRENCH FOOTING 2x8 FRAMED WALL CRAWLSPACE ACCESS AND OR BASEMENT WINDOW/DOOR ROUGH OPENINGS SHALL BE DETERMINED, LOCATED, VERIFIED AND INSTALLED ON SITE, BY OTHERS. 16'-8,i" FOOTING HOMEOWNER / BUILDER IS RESPONSIBLE FOR THE FOUNDATION TO MEET BUILDING, ELECTRICAL, PLUMBING & ALL OTHER CODES THAT MAY APPLY TO THIS FOUNDATION. 2)2x8 STUDS L G�W7 3)2x8 STUDS 3'-6" 14'-3" 4 L F - ,LEC. ENTRANCE BURIED rip y4XCAVATED PORCH see- Demmer teiftr 30'-11" r ROOT CELLAR 9' WALLS CARACELSUNEXCAVATED GARAGE FOUNDATION WALLS ARE 4'Y' ®CH FROM TOP OF FOOTING TO TOP OF CONCRETE WALL 4"CONCREfEFLOORR NWRACEDd6r61/I1/WIRE MESR GARAGE RLOOR STARTS 4"BELOW FOUNDATKN4 WALL TOP &SLOPES DOWN 4" RROM BACK TO FRONT. ANC80R STRAPS SRALL BE Disorut ED PER MANUFACTURERS IN Zinc. BLOCK DOWNS &KNOCK OUTS DETERMDiED 9 VERD+IED RY OTRERS L 1'-91z" r-7" 9-5" J R N 19-1" 5V-0" THIS PLAN DOES NOT ACCOMMODATE A BRICK LEDGE. DISCLAIIVIER: WARDCRAFT HOMES SHALL NOT BE IN ANY WAY RESPONSIBLE FOR THE QUALITY NOR THE QUANTITY OF MATERIALS USED OR NOT USED IN THE FABRICATION AND FINAL PRODUCT OF THIS FOUNDATION. NOR IS WARDCRAFT HOMES RESPONSIBLE FOR ANY STANDARDS OF WORKMANSHIP, WHERE REPRESENTATIVES AND/OR DEALERS OF WARDCRAFT HOMES ARE ACTING AS INDEPENDENT CONTRACTORS, THEY DO SO AS THEIR OWN REPRESENTATIVES. GENERAL FOUNDATION NOTES: WARDCRAFf HOMES INC. FOUNDATION P=ORT FOR DONENSIONING PURPOSES ONLY. ALL FOOTING, FOUNDATION WALL AND REINFORCEMENT SIZES TO BE DETERMINED BY FOUNDATION ENGINEER'S ANALYSIS OF ON SITE SOII, CONDIDONS. COLUMN SIZING AND DESIGN TO BE DETERMINED BY ENGINEERS ANALYSIS OF DESIGN LOADS. COLUMN SPACING SHOWN IS BASED ON MODULAR DESIGN. PROPOSED CHANGES TO COLUMN SPACING MUST BE REVIEWED AND APPROVED BY WARDCRAFT HOMES INC. IT IS THE RESPONSIBDdTY OF THE HOMEOWNER AND OR FOUNDATION CONTRACTOR TO MEET ALL ELECTRICAL, MECHAMCAL, ENERGY, AND BAti CODES WHICH MAY APPLY TO TI11S FOUNDATION PLAN. State of Colorado Division of Housing July 11, 2012 irtOat 51/271,BorTnek Block Out ILO. for Overhead Door Simms FOUNDATION PLAN See Shu gml 1'/11e5 SI had s z ftiiteke % fume \ oFi2I41/5. PLANS APPROVED Subject to field inspection 512711 AC 54"x8" CARRIAGE SUPPORT orYz"xT" LAG MARRIAGE LINE w/COLUMNS or WALL FOR SUPPORT. 14"x7" CARRIAGE BOLT or LAG SCREW @ 48" o.o. z 0 s x U F W W d d d A Q Q U \f‘P. DATE: 4-30-2012 SCALE: 1/4"=1'-0" DRAWN: CGK PROJECT: 5043 SHEET A3 COPYRIGHT 2011 See. Atfitchmtnib \ _Dec,Its ouel w146W) uue/115 p 310. (57 50'-0" DECK- P -Bou z cw11dav/ wed, pr's' fl2cf Z— 8 6" _ 6'-5" BEDROOM #3 BEDROOM #4 4' BEDROOM #5 a LIVING OOM w BASEMENT VENT us/1E701514ED W F Rid T +Cbl rr4 ( 12-oeg ROOT CELLAR AkiElvll sttav State of Colorado Division of Housing July 11, 2012 PLANS APPROVED Subject to field inspection 512711AC WET BAR: An area of a room that is designed to be used for serving of beverages, that may only have a single bar sink and no standard size kitchen appliances such as a stove, oven, dishwasher or full size refrigerator. Counter space is limited to 25 square feet. FOUNDATION LAYOUT PLAN N Wa a F w DISCLAIMER: WARDCRAFT HOMES SHALL NOT BE IN ANY WAY RESPONSIBLE FOR I"HE QUALITY NOR THE QUANTITY OF MATERIZ USED OR NOT USED 0J THE FABRICATION AND FINAL PRODUCT OF TMS FOUNDATION. NOR IS WARDCRAFT HOMES RESPONSIBLE FOR ANY STANDARDS OF WORKMANSHIP, WHERE REPRESENTATIVES AND/OR DEALERS OF WARDCRAFT HOMES ARE ACTING AS INDEPENDENT CONTRACTORS, THEY DO SO AS THEIR OWN REPRESENTATIVES. GENERAL FOUNDATION NOTES: WARDCRAFT HOMES INC. FOUNDATION PLANS ARE FOR DIMENSIONING PURPOSES ONLY. ALL FOOTINQ FOUNDATION WALL AND REINFORCEMENT SIZES TO BE DETERMINED BY FOUNDATION ENGINEER'S ANALYSIS OF ON SITE SOIL CONDITIONS. COLUMN SIZING AND DESIGN TO BE DETERMINED BY ENGINEER'S ANALYSIS OF DESIGN LOADS. COLUMN SPACING SHOWN IS BASED ON MODULAR DESIGN. PROPOSED CHANGES TO COLUMN SPACING MUST BE REVIEWED AND APPROVED BY WARDCRAFT HOMES INC. IT IS THE RESPONSIBILITY OF THE HOMEOWNER AND OR FOUNDATION CONTRACTOR TO MEET ALL ELECTRICAL, MECHANICAL, ENERGY, AND BUILDING CODES WHICH MAY APPLY TO TMS FOUNDATION PLAN. x U U n x U U F F a A a ca a a DATE: 430-2012 SCALE: 1/4"=1'-0" DRAWN: CGK PROJECT: 5043 SHEET A3—a COPYRIGHT 2011 So Ya a...NOt_t}{. in4 Rl 117-/'M N SZOOPs al. . VPH:-FW.c( tao pO`+iRO.-TIL_ 3.0010 OSTstaIDOt •in 777";'f .1.-.1T_o TO M ::tomOns.C1 Oen. 11_ 7 N<>I I s CN.. Y- N<>'I- I'< >12 I>IMt FN<.C>N INC: NOT TC — r. - ....on, ,..aas, SS _S__ECTION i I it 71 STAIR SECTIONS — aAlres.aat.Av<a..aaa>.wCaaA t.ova_>4anS::o"T.i la...er ven..zan 0 State of Cole.a to 0t -l -lo., cif 11-.o'oel.a0 July -I . 20-I2 P t_i\NS APPROVED S object co nerd In agyeeti.Cm SY27Y YAG marc.c..—e-arG_ sa,rdas_T -gags at_ asR_G A3 OS as ssS41,u 3-a __parr ate_ � _sem �asog scar _ PRE—Eft4 NIEER Q RF TRUSSES HAVE E N G1 NEER 1IVG FOR I NS PEGTOR AT TIME OF FRAME INS PEG TION rr%- •®sem`—nom-_ E r_oc . ren s�e rte— ara a-- 1 LJ QTc<-j__-sY - GES -Fs =s. is 7 -`•rc rs SCAB -® c--v�G6N.� e ->..� —,�i ! aaYtl++sr coomay rwC .ra•wwr wer.P. c ase vreo.a.e *al o '�•�� r.®or ® m rive. szeas.nmae Eraglr,s . �•�e Baa .a *alit e_! /- . cis C �� --aat-e a t, .4s ! e s - 0_•- ae- < l•EIG-f r.c_� [ .___ . 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