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Home My WebLink AboutPlans0796/ K 5e'/• J� filvirte.0.&413 APPROVED SUBJECT TO NOTED EXCEPTIONS & varEcnorars GARFIELD COUNTY BUILD G EP o tsfzd /3 ay 1 LD COPY t40 INSPECTION WmIOUr '!HESE PLANS ON SITE page of 0 V 0 CN Ln ml ELEC &r04ER 33 32 31 30 29 2B 27 26 25 24 23 22 21 20 19 19 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 l 0 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 112.-5 41 BERT IRP ANDER FLOOR O ACCESS 9'-87 i� 0. 11 W ■ 8 ■ G UTILITY C 42.42 SG-x1RRQ R' ACCESS \/ I , i\1yi /1�• I v J 1 / MRSIER BATH 2. R a 15'-9f 3636 3636 DEnSKFl LSI R3 KITCHEN/DINNING 1 202.1 sqf 2S' -I I'2' 8' FLEX B' FLEX RAG ARG RAG 0 > 8' FLEX MASTER BEDROOM 152.6 sqf 3660-E 12'-0 10'-5+ �} �l 2 -0 II 0 FI PRNTR LIVING ROOM 243.0 sqf 1==111 99- WEN AREA 359PLF PER 514-11.3.17._.1.767 BEIJR00M 2 101.3 sqf FLEY RR A_ . 1 12' £LtOC fLEX Tf} LtlU QS HALL. Eko 14'-8 lib ' RA 4 '-7 178' BEDROOM 3 102.4 sqf 14P 3660-E 3660-E + ss r 3650-E 4' l9 LFI 99. SMEAR FIRER 759 Pa PER }11-11.7.1).-.1]1] 9'-0 44'0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 I 0 *****BUILD WITH 2x6 LUMBER***** 0 O A FILL 15 & 20 AMP RECEPTS WILL BE TAMPER RESISTANT ALL 15 & 20 AMP BRANCH CIRCUITS EXCEPT KITCHEN, 9RTHR00M, AND EXTERIOR SHALL BE AFC' PROTECTED HEADERS BASED ON PAGE EW-20.3,R.S,F,33.6.[20] F!t INDICATES NUMBER OF STUDS IN COLUMNS AT MATE WALL OPENINGS x INDICATES NO HOLES ALLOWED IN STUDS IN THE MATE WALL COLUMN MATE WALL 15 2x4 N3 SPF MATEWALL HEIGHT I5 90' MATE LINE COLUMNS RRE NO HOLES OR NOTCHES ALLOWED CUSTOMER: COLOHRN MODEL NO: VRL284439 GROUND SNOW: GO ROOF SNOW: 4G.2 DESIGN WIND SPEED: 90 SIDEWRLL: 2"XG"X96" BRAND BERKSHIRE SERIES SO28cE1LINc REVISIONS BY BRIE GENERAL NOTES MINS TITLE MA5TER PLAN 1 Nr L A 100EL WC 8000041 !6 91 FT. 1173 r TOT • ss IXl FLOOR FRFf11NG SPACENG • 16 TOTAL NIKON SOFT • 95 PLANT DESCRIPTION 28X44 3BR-2BR HEMEL 1,0. VAL-284438 INC.951 CMH MANUFACTURING, INC DRf♦tTN BY OBG ORIG. DATE 03/22/2013 TATE PAIN ED 04/10/2013 SHEET NO. 1— I HPORTANT HIS FOUIDATION DRAWING IS MODEL SPECIF[C AND ILLUSTRATES THE BASIC LAYOUT ONLY. OR FOUNDATION CONSTRUCTION, FASTENING AND SECUREMENT DETAILS YOU MUST REFER 0 THE MODEL SPECIFIC FOUNDATION MANUAL INCLUDED WITH THIS HOME. MAX PIER SPACING UNDER MATING OPENINGS: 8.2' MAX PIER SPACING UNDER MATING WALLS: 5,7' iERVICE ENTRANCE LEGEND - ELECTRICAL DROP J • WATER INLET 0] • OW PLUMBING IOP - GAS INLET OTE: ILL LOCATIONS ARE APPROXIMATE *****BUILD WITH 2x6 EXTERIOR WALL5***** 39'-5 lib' WATER 30'II 1/8' ELECT 24'-8' GAS WIND SPEED: 90 MPH, EXPOSURE C -enclosed SEISMIC CATAGORY: B MATEWALL GIRDER BEAM: (4) 2110 #2 SPF GIRDER BEAM GANG NAIL: MT20 5x6 GROUND SNOW LOAD: 60 OFF -FRAME Ell' -4") 1 See epq 4terect , J.' 4 rum/ orpI4ws PIER LEGEND M. SLPPOR1 AT MATING COLIMIN • SIPPORI I140ER BATING BALL El- SUPPORT UNDER MATING CPCN INC yffi. SIPPORI AT PORCIVRCCCSSCO Crew - SUPPORT LNOER MAIN I -BEAM cE3• SIPPOR1 Ui11ER PERINET(R NRL �! SIPPORT AT CR055 1-BCA1 BASE11EN1 7NNt5PRCE VENTILATION 1173 50. Ft. OF CRRISPNCE AKA :NIILAINON IS RASED co Ill 50, IN. OF VENT FCR EVERY 150 S0. FT. 1127 50. IN. OF WWI A0OUIREO ' CRNISPACE KIR MI0N APPROVED VAPOR RETARDER HAT(RI1L. OK SOCA P2 VENTS NEE0E0 B 52 50. IN. (1401 :NT NAT BE N11N1N 3 Ft, or EAO1 CORN(R 1144 S0. IN. VENIILAIION INSTALLED HININ111 APHO BERKSHIRE SERIES 5028 CME MANUFACTUR I NG , INC, CRAW_ SPREE INSTALL S41T0{0 LIGHT AND GFCI IB' NIN CLEARNEE BELOW 001T0M OF RECEPI R1 CPA& 514XE ENTRFNCE FLOOR 70151. GR0LH0 10 BE COVERED FON SERVICE OF 1tC11NICAL WITH OPFROYCO YR1VR MARCO 14411ER11L. EOIIPKHT PER NCC - 210.70 (Cr REVISIONS BY OAT( NOTE: MiISORY 111IT5 FOR 5I4440 FLOW PIERS 9ALL BE LAID IN 1114E 'Br 0R 'S' POR1AR CR SNRL B< COVERED WITH SURFACE BONDING CEMENA COMPLYING NI0H ASIR C 0117. SURFACE BONDING MEM SHLL BE ARMED IN STRICT CONPLIAXES N IH Of [ETENI FEBURCTLNERS I1StR11CIICf5. BOTTOM 0040 SHILL BE LAID IN TYPES or OR '5' M1RIFIR OR 5110ACi BONDING 010RIM ICEIENTI. GENERAL NOTES SEE INSTILLATION NUR FOR (0LW0ATI04 wort NOTES 1. T1E-W444 REOUIR0NENIS FOIHORIICM VENT LOCRTIGG UNC SHOWN MICR. 1 RTE 50B]EC1 10 O'00 RAZ 10 PIER LOCA11ON, 0F551S MEM0ER5 L 001(R10R 10:011 1411LLATION I 1 - DIMENSIONS DEN61(S 206 N0.L5 OPTION DARNING TITLE 60 P5F FOUND, T 1 ON 101E; 1HE ((10A1ION WIDTH SW* 26'-8' IS IGENTICI . TO THE 04iRALL FLOOR W10TH OF THE NOME. TK ((MDR 104 FAY BE CONSTRUCTED IP TO 1 1/2' NIGER i0 COFPEN910E FOR PRODUCTION AND 1155EFIRY 10LER3NCES. MODEL IR( BUC004116 50. FT. 1173 PONT DESCRIPTION M?OCL N0. 951 28X44 32R-2BA VAL-28443B GRAN BY ORIG. CATE 1 OATS PAIN ED 1SHEET N0. DM 03/22/2013 1 03/26/2013 1 21-60PSF 22'-0" 9,Ik 9.Ik 12.76k DWV DROP 11.88k 8.77k 9.27k 8.4k L (39'-2') FA (31'-3") za 02 (29'-4-) 18'-10") 14'-I0") (9'-9') 1c5'-3") J Ell' -4") 1 See epq 4terect , J.' 4 rum/ orpI4ws PIER LEGEND M. SLPPOR1 AT MATING COLIMIN • SIPPORI I140ER BATING BALL El- SUPPORT UNDER MATING CPCN INC yffi. SIPPORI AT PORCIVRCCCSSCO Crew - SUPPORT LNOER MAIN I -BEAM cE3• SIPPOR1 Ui11ER PERINET(R NRL �! SIPPORT AT CR055 1-BCA1 BASE11EN1 7NNt5PRCE VENTILATION 1173 50. Ft. OF CRRISPNCE AKA :NIILAINON IS RASED co Ill 50, IN. OF VENT FCR EVERY 150 S0. FT. 1127 50. IN. OF WWI A0OUIREO ' CRNISPACE KIR MI0N APPROVED VAPOR RETARDER HAT(RI1L. OK SOCA P2 VENTS NEE0E0 B 52 50. IN. (1401 :NT NAT BE N11N1N 3 Ft, or EAO1 CORN(R 1144 S0. IN. VENIILAIION INSTALLED HININ111 APHO BERKSHIRE SERIES 5028 CME MANUFACTUR I NG , INC, CRAW_ SPREE INSTALL S41T0{0 LIGHT AND GFCI IB' NIN CLEARNEE BELOW 001T0M OF RECEPI R1 CPA& 514XE ENTRFNCE FLOOR 70151. GR0LH0 10 BE COVERED FON SERVICE OF 1tC11NICAL WITH OPFROYCO YR1VR MARCO 14411ER11L. EOIIPKHT PER NCC - 210.70 (Cr REVISIONS BY OAT( NOTE: MiISORY 111IT5 FOR 5I4440 FLOW PIERS 9ALL BE LAID IN 1114E 'Br 0R 'S' POR1AR CR SNRL B< COVERED WITH SURFACE BONDING CEMENA COMPLYING NI0H ASIR C 0117. SURFACE BONDING MEM SHLL BE ARMED IN STRICT CONPLIAXES N IH Of [ETENI FEBURCTLNERS I1StR11CIICf5. BOTTOM 0040 SHILL BE LAID IN TYPES or OR '5' M1RIFIR OR 5110ACi BONDING 010RIM ICEIENTI. GENERAL NOTES SEE INSTILLATION NUR FOR (0LW0ATI04 wort NOTES 1. T1E-W444 REOUIR0NENIS FOIHORIICM VENT LOCRTIGG UNC SHOWN MICR. 1 RTE 50B]EC1 10 O'00 RAZ 10 PIER LOCA11ON, 0F551S MEM0ER5 L 001(R10R 10:011 1411LLATION I 1 - DIMENSIONS DEN61(S 206 N0.L5 OPTION DARNING TITLE 60 P5F FOUND, T 1 ON 101E; 1HE ((10A1ION WIDTH SW* 26'-8' IS IGENTICI . TO THE 04iRALL FLOOR W10TH OF THE NOME. TK ((MDR 104 FAY BE CONSTRUCTED IP TO 1 1/2' NIGER i0 COFPEN910E FOR PRODUCTION AND 1155EFIRY 10LER3NCES. MODEL IR( BUC004116 50. FT. 1173 PONT DESCRIPTION M?OCL N0. 951 28X44 32R-2BA VAL-28443B GRAN BY ORIG. CATE 1 OATS PAIN ED 1SHEET N0. DM 03/22/2013 1 03/26/2013 1 21-60PSF 4:21912:12161. • 0 d' N 24' - 0" 3' - 11 1/2" 16'-111/2" 1321 1211 1211 1 ,4'-0" 16' - 0" ,4'-0" GARAGE FOUNDATION L_ - 1/8" = 1'-0" STRUCTURAL KEYED NOTES MARK STRUCTURAL ITEM 1112 CONC. FTNG. - 18"(w) x 10"(d) x CONT. W/ (2) #4's CONT. 1131 CONC. SLAB - 4 -INCH THICK 1211 STEMWALL - 8" WIDE x CONT. w/ #4 VERTS @ 24" O.C. & (3) #4 HORS (1 TOP, 1 BOT. & 1 MIDHT.) 1321 MUDSILL - TREATED 2x w/ 1/2" DIA. ANCHOR BOLTS SPACED 72" O.C. AND 12" EACH SIDE OF SPLICES. Reins c FauvidA �t Client: COLOHAN Project: SINGLE-FAMILY RESIDENCE PARACHUTE, COLORADO Designer: Designer Issue Date: APRIL 15,2013 CIVCO Engineering, Inc. P.O. Box 1758, Vernal, Utah 84078 Telephone: (435)789-5448 Fax: (435)789-4485 www.c i vcoengi neer' ng.com GARAGE FOUNDATION Sheet No. S.2