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HomeMy WebLinkAboutPlans(210 cz e W _L.L. tt�eRD 1Rff tG#Trot rcH 40' tif4) cam 3b, fa&,'l &Ai -i [?t4 p1 Rif — +3la.oa- [C;o�iTY P -DA ° 3u • thcaucilX,n/l/Sfalloval�s ,'-c%il,//40fici f . • C40,061 /y/fip' damA Lid fie/Apt 4, C iy,0,9/ APPROVE SUBJECT TO NOTED EXCEPTIONS & ENSPECTIONS GARFIELI) COUNTY BUILDI G DFPAR NT Date/17/ a- By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of i 00 LO LO N CV A CV CV1 c = X ▪ - a Lu Cxltei Q000292-GOLDENVI LLA-LEWIS 1291 SQ. FT. CHIEF A Division of Chiof Industries, Inc! DEALER GOLDEN VILLA HOMES 2394 HWY 6 & 50 GRAND JUNCTION CO, 81505 970.245.9039 CUSTOMER LEWIS 8902 CR 320 RIFLE, CO 81650 SHEET LIST NO 00 01A 016 02 03 04 05 06 07 08 OSA 09 10 10A 108 10 12 13 14 15 16 17 SHEET NAME COVER SHEET 1ST FLOOR PLAN 2ND FLOOR PLAN PARTITIONS PLAN FLOOR FRAMING PLAN MECHANICAL HVAC PLAN DECKING PLAN WATER PLAN & ISO DRAIN PLAN & ISO ELECTRICAL PLAN 2ND FLOOR ELECTRICAL EXTERIOR ELEVATIONS SIDEWALLS R ENDWALLS 2ND FLOOR ENDWALLS 8 SIDEWALLS 2ND FLOOR DORMER WALLS COMMONWALL ELEVATION ROOF FRAMING PLAN OVERALL CEILING PLAN FOUNDATION PLAN CABINET DETAILS BUILDING SECTION STAIR STRINGER DETAIL THESE DRAWINGS AND THE DESIGN SHOWN HAVE BEEN PREPARED FOR THIS SPECIFIC PROJECT AS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE SOLE PROPERTY OF CHIEF CUSTOM HOMES AND THEIR CONSULTANTS. ANY REPRODUCTION, COPYING OR USE OTHER THAN FOR THIS SPECIFIC PROJECT IS PROHIBITED WTHOUT THE PRIOR WRITTEN CONSENT OF CHIEF CUSTOM HOMES. ANY PROHIBITED USE OF THESE DRAWINGS OR DESIGN ARE SUBJECT TO LEGAL ACTION. Mate of Uoiorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC GENERAL SPECIFICATIONS 1. 2006/09 INTERNATIONAL RESIDENTIAL CODE 2009 INTERNATIONAL ENERGY CODE 2008111 NATIONAL ELECTRIC CODE 2. OCCUPANCY CLASS: SINGLE FAMILY 3. TYPE OF CONSTRUCTION: WOOD FRAME 4. ROOF SNOW LOAD: 45 PSI 6. SEISMIC CATEGORY: 7. WEATHERING: 8. FROST LINE DEPTH: 9. TERMITE: 10, DECAY: 11. WINTER DESIGN TEMP: 12. FL00D HAZARDS: A FLOOD HAZARDS TO BE DETERMINED BY LOCAL JURISDICTION. 13. WWDSORIMNDOWS,DPOF±35 14. THIS STRUCTURE MUST NOT BE SITED IN A LOCATION THAT EXCEEDS THE LISTED DESIGN CRITERIA. 16. ITEMS INSTALLED ON S&TEA.RE NOT INSPECTED AND ARE NOT THE RESPONSIBILTY OF THE MANUFACTURER. THIS INCLUDES, BUT IS NOT LIMITED TO, STAIRS AND RAILINGS, PORCHES, FINISH AND FOUDATIONS. RE0 CAT C SEVERE LOCAL JURISDICTION HAVE AUTHORITY SLIGHT TO MODERATE SLIGHT TO MODERATE 0`F deC 5 aver dZef1,1/ieel /,tu4"4 s" s APPROVED SUBJECT TO NOTED EXCEPTIONS 4i INSPECTIONS GARFIELD COUNTY BUILD DFPAR4,1T Date 41 / 1 By AO "i LOOPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of PRELIMINARY ISSUE QUOTE NO.: Q000292 s -wa ILI Lu 0 J 0 O 20 o LU o w _ vi L7 LLI W w T F W a DRft BY: COREY DATE: 12)00/12 DWG No. 00 1!3!201314:24:15 AM 7:52012 Projects10000292-GOLDENVILLA-LEWIS (Q34439)»Locai Fiies50000292-GOLDENVILLA-LEWIS-phitlip zcr (4 m 46'-0' 38'-0" 8%0" 6118" 10'-0" 4112" 3'-8" 4112" 6'-9 3/8" 4112" 15'-5" 6118"1 7'-5 718" 6 1/8" 10'-6118" 14'-6 5/8" 21'-8 318" 38'-0" GFI 3RD BEDROOM oe LIVING ROOM n L! ew L �I u (113) 00 J" —�—I—- �I CM r KITCHEN O K L` GFI DINING ROOM i FPH I 00 o 4'-0" (114) X 0 118" 33'-5114" 33'-11 318" 1 11 ST FLOOR PLAN 01 SCALE (22x34): 318"=1'-0" SCALE (11x17): 3/4"=1'-0" EXTERIOR DOOR SCHEDULE ID# QTY DESCRIPTION SWING JAMB COMMENTS 108 1 36"x80" 20 MIN FIRE -RATED FIBERGLASS RIGHT 6 118" 113 1 36"x80" 1/2 RECTANGLE DECOR GLASS WITH DUAL SIDELITES LEFT 6 118" 4 114 1 72"x80" PATIO DOOR (X -O) 3 6 118" INTERIOR DOOR SCHEDULE ID # QTY DESCRIPTION SWING JAMB COMMENTS 122 1 30'x80" RIGHT 3" E 122 2 30"x80" RIGHT 41/2" FLUSH DOME LIGHT 123 3 30'x80" LEFT 4 1/2" V 142 1 485030" DOUBLE 24" DOORS 6F 4 1/2" FIXED 6" CAN LIGHT 120 1 24-x80" RIGHT 3" OSBB 122 2 30"x80" RIGHT 4 112' OSBB 123 2 30"x80' LEFT 4 112" OSBB 129 1 36"x80" LEFT 3' OSBB I" 0 GR LLED DOOR FOR RETURN A 0 (122) 0 ----38%0 3%2" 4112" J 61/8' ' '-6 318" 1 WINDOW SCHEDULE ID # QTY DESCRIPTION COMMENTS 10 1 24"x36" S/H 10 1 24'x36' SIH TEMPERED 11 1 36"x36"SIH 12 4 36'x60'" 8/11 EGRESS 15 3 DOUBLE 36"x60" S/H EGRESS 44 1 84'x48' PICTURE WINDOW 6'-11112" 6118" -) LIGHTING FIXTURE SCHEDULE ID # QV( DESCRIPTION COMMENTS 6A 1 ADJUSTABLE 6" CAN LIGHT 27C1 1 27" CLOUD LIGHT 48CL 1 48" CLOUD LIGHT B 1 BEDROOM LIGHT BF 1 BATHFAN/LIGHT COMBO BW 1 BLOCK &WIRE CC 1 CRAWLSPACE ACCESS DE 2 BLACK BEVELED GLASS EXTERIOR LIGHT E 1 BLACK CLEAR GLASS EXTERIOR LIGHT K 4 FLUSH DOME LIGHT P 1 PENDANT LIGHT V 1 VANITY LIGHT 6F 1 FIXED 6" CAN LIGHT OSBB 6W 1 WATERPROOF 6' CAN LIGHT OSBB 27CL 2 27" CLOUD LIGHT OSBB B 2 BEDROOM LIGHT 0888 BF 1 BATHFANILIGHT COMBO OSBB K 2 FLUSH DOME LIGHT OSBB V 3 VANITY LIGHT OSBB LEGEND Room name I 101 i 01 z—FP01 ROOM NAME ROOM NUMBER WALL FRAMING ELEVATION KEYNOTE V WALL THICKNESS HALF WALL ISLAND WALL )HEIGHT VARIES) GENERAL NOTES I. ALL CLOSETS TO BE 2-0- DEEP U.N,O 2 ALL SHELVING TO BE SINGLE SHELF W/ROD U.N.0 3. ALL EXTERIORO WALLS TO BE 2x6 CONSTRUCTION U.N.O. 4. ALL DIMENSIONS ARE TO EDGE OF GYP BOARD OR OSB U.N.G. ABBREVIATIONS DB DW PP UNO WIC w D 1/VH DRAWER BANK DISHWASHER LINEN PANTRY POTS & PANS PULLOUT UNLESS OTHERWISE NOTED WALK IN CLOSET WASHER DRYER FURNACE WATER HEATER DOV DOUBLE OVEN MWOV MICROWAVE & OVEN CABINET OV OVEN CABINET MW MICROWAVE CABINET State of Colorado Division of Housing January 8, 2013 cii4Z PLANS APPROVED Subject to field inspection 512832AC PRELIMINARY fSSUE DESCRFP11ON m a 1- m 2 0 0 N O] CO0 0 0 W QUOTE029NO.: Q002 CC 0 0 CO w LLU 7 w 0 (31 SITE ADDRESS O U w LI ❑ 1ST FLOOR PLAN DRN. BY: COREY DATE: 12/03112 DWG No. 01A ;61/8" a n W 3 z a 0 O -44 .9 LL b 0) 0 w z ru 0 O N N 0 00 0 n 9 2 a 0) 0 0o 4) 61/8 46-0" 38'-0" 4'-10" 9,-0" 10'-41/8" 9=0" 4'-10" 4'-3 718" � y fi" 8.-0" 6"1� 4=9 3/8" 4112" 5'-21/4" 8.0" 6" 4'-3 7/8" 108 45 36"x80' 20 MIN FIRE -RATED FIBERGLASS RIGHT x,-60 15 113 1 36'x80' 1/2 RECTANGLE DECOR GLASS WITH DUAL SIDEUTES LEFT 6 118' 4 114 _ 1 725180- PATIO DOOR (X-0) CB 6118' INTERIOR DOOR SCHEDULE IDN ( d SWING JAMB COMMENTS 122 1 t rob j WALL'0' D® P 2 8e 8/ RIGHT oe �'� 'H' WALL '0 ae 3 30'x80' LEFT WALL 'C' WALL l' V 142 1 WALL WALL F 6F 4 1/2" FIXED 6" CAN LIGHT 120 1 24"x80" RIGHT 3" tkI Di/1 Pe 3 (g C!,1) (3r co 4-io 10A WALL 101 7 — 30'x80" _ RIGHT 41/2" 0A 123 ---...P. 30'x80" IN 41/2" OSBB 123 FUTURE 2ND FLOOR OSBB 36'x80" 3 WALL'K � OSBB 3l 37'' 9� :I 9 r /413.5-- Y) q 10A WALL 13' :I WALL'/: TMPR IPDA T R ,§ �) ri® 12'-10 3/8" 61/8 5'-0" 41/2" 16 18'-2 7/8" 61/8, 13'-41/2" 24'-7 5/8" 2ND FLOOR PLAN SCALE (22x34): 318'=1'-O" SCALE (11x17): 3/4'=1'-O" EXTERIOR DOOR SCHEDULE ID N QTY DESCRIPTION SWING JAMB COMMENTS 108 1 36"x80' 20 MIN FIRE -RATED FIBERGLASS RIGHT 6 1/8" 113 1 36'x80' 1/2 RECTANGLE DECOR GLASS WITH DUAL SIDEUTES LEFT 6 118' 4 114 _ 1 725180- PATIO DOOR (X-0) 3 6118' INTERIOR DOOR SCHEDULE IDN QTY DESCRIPTION SWING JAMB COMMENTS 122 1 30'480" RIGHT 3" E 122 2 30'x80' RIGHT 4 1/2" FLUSH DOME LIGHT 123 3 30'x80' LEFT 4 1/2" V 142 1 48'x80' DOUBLE 24' DOORS 6F 4 1/2" FIXED 6" CAN LIGHT 120 1 24"x80" RIGHT 3" OSBB 122 2 30'x80" _ RIGHT 41/2" OSBB 123 2 30'x80" LEFT 41/2" OSBB 123 1 36'x80" LEFT 3" OSBB WINDOW SCHEDULE IDN QTY DESCRIPTION COMMENTS 10 1 24'x36' SM 10 1 24'936" 5/1-1 TEMPERED 11 1 36"x36" 5/1-1 12 4 36'x60' S/H EGRESS 15 3 DOUBLE 36'x60-S/H EGRESS 44 1 84'"x48" PICTURE WINDOW 8'-0" 4 [V 30"x84" ACCESS PANEL FOR CONNECTION TO ELEC, WATER, SEWER & HVAC LIGHTING FIXTURE SCHEDULE 104 QTY DESCRIPTION COMMENTS 6A 1 ADJUSTABLE 6" CAN LIGHT 27CL 1 21' CLOUD LIGHT 48CL 1 48' CLOUD LIGHT B 1 BEDROOM LIGHT 6F 1 BATHFAN/LIGHT COMBO BW 1 BLOCK $WIRE CC 1 CRAWLSPACE ACCESS DE 2 BLACK BEVELED GLASS EXTERIOR LIGHT E 1 BLACK CLEAR GLASS EXTERIOR LIGHT K 4 FLUSH DOME LIGHT P 1 PENDANT LIGHT V 1 VANITY LIGHT 6F 1 FIXED 6" CAN LIGHT OSBB BW 1 WATERPROOF 6" CAN LIGHT 0506 27CL 2 27' CLOUD LIGHT OSBB B 2 BEDROOM LIGHT OSBB ,BF 1 BATHFANILIGHT COMBO OSBB K 2 FLUSH DOME LIGHT OSBB V 3 VANITY LIGHT OSBB LEGEND Room name I 101 01 % FP01 ROOM NAME ROOM NUMBER WALL FRAMING ELEVATION KEYNOTE 6' WALL THICKNESS ��J HALF WALL ISLAND WALL (HEIGHT VARIES) GENERAL NOTES 1. ALL CLOSETS TO BE 2'-0' DEEP U.N.O 2, ALL SHELVING TO BE SINGLE SHELF WORCO U.N.0 3. ALL EXTERIORO WALLS TO BE 246 CONSTRUCTION U N.O. 4, ALL DIMENSIONS ARE TO EDGE OF GYP BOARD OR OSB UN.O. ABBREVIATIONS DB DW P PP UNO NAC w IVH DRAWER BANK DISHWASHER LINEN PANTRY POTS 8 PANS PULLOUT UNLESS OTHERWISE NOTED WALK IN CLOSET WASHER DRYER FURNACE WATER HEATER DOV DOUBLE OVEN IRON MICROWAVE 4 OVEN CABINET OV OVEN CABINET MW MICROWAVE CABINET State of Colorado Division of Housing January 8, 2013 aftil/ PLANS APPROVED Subject to field inspection ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION 512832AC 0 Q m O 0 h �v 1— u. a -mm 2pp N V W cr - 17 O LL QUOTE NO. Q000292 4 W U s Z co rr ku µl O U c W ¢ J ��_�/ EE z -J 0 gO F J z LL ION! DRN. DRN. BY: COREY DATE 12/05112 DWG No. 01B Q Q U) tu uJ Z 0 rn 0 0 0 t Q 0) 0 0 w J J z O 0 9 CO 0 0 0 a N 1- F N N ;7- c) r N v CV LO W 1 46-0" 38'-0" 8'-0" _30'-10" MOVE TRSS 29'-2" MOVE TRSS} 36-10" MOVE TRSS M 45'-0"� MOVE TRSS 42'-2 314" 42'-0" MOVE TRSS 40'-8" OVE TRSS 32'-0" 1-1 2" x 11-718" LVL 29'-5" 1'-2" 't 1 1- 1 'LVL 6-5" r -1/2" 32'-0" x 11-7/8 " LV 1 44'-9114" 7/16" x 4'-0" OSB GUSSET BOTH SIDES OF FLOOR TRUSS 30 77 14314 43'-6" 18" J d LL ap (1) w OD LL 1 -LJ CO 0 ,(1)r1 -ate c���Q (01 : (1) < LL �oF-e oo 4`-O" 1-112"x11-718" LVL 1-112" x 11-718" LVL FLOOR FRAMING PLAN SCALE (22x34): SCALE (11x17): 314'=1'-0" 29'-2" MOVE TRSS 30'-10" MOVE TRSS 7/16" x 4"-0" 058 GUSS; T BOTH SIDE OF FLOOR TRUS _36'-10"_ 40'-8" I MOVE TRSS MOVE TRSS 42'-0" MOVE TRSS- 43L6" 45'0" MOVE TRSS' FLOOR FRAMING NOTES 1. ALL FLOOR TRUSS ARE ENGINEERED 11-718" TRUSS U.N.O. 2. DIMENSIONS TO MOVED OR ADDED MEMBERS ARE TO CENTERLINE OF MEMBER_ 3. MARRIAGE LINE RIM JOIST TO BE 12) 2x12 LVL EACH SIDE U.N.O. 4. EXTERIOR WALL RIM JOIST TO BE (2) STAGGERED 2x10 8 2X3 5. 20 STIFFENER ALONG BOTTOM CHORD OF TRUSS U.N.O. 6, BLOCKING MAY BE DRILLED THROUGH TO PASS ANY PLUMBING OR ELECTRICAL LINES. PROVIDE SIMPSON 016 STRAPPING ON EDGE 510E OF BLOCKING IF HOLES ARE DRILLED WITHIN 1/4" OF EDGE OR PENETRATE EDGE. State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC FLOOR FRAMING SCHEDULE ID # QTY DESCRIPTION FT 3x12x144 9 2-1/2" x 11-718" x 144" FLOOR TRUSS FT 3x12x166.5 58 2-1/2" x 11-718" x 166-1/2" FLOOR TRUSS PRELIMINARY ISSUE DESCRIPTION a m z 0 rn w 0 Q00OUOTE0292 NO.: CUSTOMER W 8 J 0 GOLDEN VILLA SITE ADDRESS DRAWING TITLE FLOOR FRAMING PLAN g W\o y q T I N DRN. BY: COREY DATE: 12103(12 DWG No. 03 1/3(2013 11:24:26 AM T:}2012 Projects1Q000292-GQLDENVILLA-LEWIS (Q34439)lLocal FiieslQ000292-GOLDENVILLA-LEWIS- 0.4 F 15-2" 20'-8" 26'-0" 39'-8" 42'-9" RT)22 In a — N= = I = = r` I_ In T B C, o eo 99 p= �= t = rry 7x20 DUCT ADAPTER FITTING COP SHOWN IN D V-4" 1 7x20 ENDCAP 18 3 7x20x72 26ga H.D. 19 8 2 114x12x6 90 DEGREE BOOT 21 1 2114x12x6 INLINE BOOT RIGHT SIDE 22 1 2 114x12x6 INLINE BOOT LEFT SIDE 29 11 6 SIDE TAKE OFF -ALUMINUM 35 2 7x14 TO 5x14 DUCT TRANSITION I 29 29 29 2B — 39 1 2 -114x12 -3116x6 TK BOOT 64 1_ ♦ 65 1 /1'-4"f 8'-8" 2 33'-4" 2'-8" 14" x 5" DUCT '51- zo 14" x 7" DUCT 3'-0" 14"x7" 6'-4" 14"x7" 7 3 tB ti - 4 � 1,-4" 71-4" / 36'4" („i 1 21 110' 14" x 5" DUCT 14" x 7" DUCT se ♦ 35 ♦ a � 29 'Ln -1" to 29 — in =— -B — = tii to 9 m t9 9 29 = In — (� = 19 3'-4: 11'-4' 19'4" 30'-0" 42'_9" 44'-9F MECHANICAL HVAC PLAN 0 SCALE (22x34): 318°=1'-0" SCALE (11017): 314°=1'-0° DUCT FITTING SCHEDULE ID# QTY DESCRIPTION 2 2 7x14 DUCT ADAPTER 3 1 7x20 DUCT ADAPTER 6 1 7x20 ENDCAP 18 3 7x20x72 26ga H.D. 19 8 2 114x12x6 90 DEGREE BOOT 21 1 2114x12x6 INLINE BOOT RIGHT SIDE 22 1 2 114x12x6 INLINE BOOT LEFT SIDE 29 11 6 SIDE TAKE OFF -ALUMINUM 35 2 7x14 TO 5x14 DUCT TRANSITION 37 2 10x10 BOOT/MIXER 39 1 2 -114x12 -3116x6 TK BOOT 64 1_ 16x20 to 14x25 PLENUM 65 1 7x20x10.5 DUCT TEE (Vertical) 66 2 7x20 DUCT ELBOW State of Colorado Division of Housing INECTIONS January 8, 2013 ETAIL 211 " PLANS APPROVED Subject to field inspection 512832AC FOR 2ND LEVEL HVAC - OSBB 20'x7"x1'-1" 20"x7"x5'-4114" 20"x7"x5' )FURNACE VERTICAL CONNECTIO SCALE (22x34): 3/4•=1-0" SCALE (11x17); 318"=1'-O" HVAC NOTES ALL REGISTERS ARE 9" FROM EXTERIOR WALL U.N 0 11111 MEE FRU 0 Li; o 0 LL IX QUOTE02NO.: Q0092 0 w 0 DRN. BY: COREY DATE: 12/09/12 DWG No. 04 1/3/2013 11:24:30 AM T:12013 Projeod4kQ)00292-GOLDENVILLA-LEWIS (034439}\Loral Files1Q000292-GOLDENV+LLA-LEWIS-phiIlipsb.rv4 WATER PLAN SCALE (22x34). 318"=1'-0" SCALE (11 x17): 314'-1'-0" WATER FITTING SCHEDULE ID 8 QTY DESCRIPTION 03 1 31413x314Bx314B TEE 04 1 112Bx112Bx112B TEE 05 2 314Bx314Bx112B RED TEE 06 1 3/4Bx112Bx3146 RED TEE. 07 3 314Bx112Bx112B RED TEE 09 1 3148x3148 ELBOW 17 2 3/4 DUST CAP & CHAIN 18 6 3/4MPTx3148 19 4 314Bx3f4FPT ADAPTER 24 2 LAWN FAUCET WNAC BREAK 27 7 112BxSTUB COUPLING 29 3 WATER HAMMER ARRESTOR 30 1 1x1B ELBOW 34 1 3/4 x 1x3/4 BARB TEE 36 1 3/4x1x1 BARB TEE 37 1 1x1x172BARB TEE 42_ 1 1Bx1MPT 49 1 1 DUST CAP & CHAIN 53 1 WJC SHUTOFF ASSY. (4' WALL) WATER PIPE SCHEDULE SYSTEM SIZE LENGTH TYPE 1"m T-2 114" C 3/4'm 22'-51/2" C 314"m 14'-4112" H FLEX PIPE SCHEDULE QTY LENGTH SYSTEM TYPE 7 45-4 318" C 5 37-6 112" H 2� 31'-3"1 • ) ow 1 41'-4' 41'-0 38'-3" 48'-11"I 38'-4" I 4V-4" WATER NOTES I. ALL WATER PIPING IS PEX AND CONFORMS TO ASTM F-876 UNLESS OTHER WISE NOTED. 2. DIMENSIONS ARE FROM CENTER TO CENTER OF FITTINGS. 3. ANTI SCALD DEVICE INSTALLED PER UPC ON ALL SHOWER AND TUB/SHOWERS. 4. APPLIANCES ARE TO BE INSTALLED, COMPLETED, & INSPECTED ON SITE BY A LICENSED PROFESSIONAL TO LOCAL REQUIREMENTS. 5. WITH A PRESSURE RANGE OF 5660 PSI ANDA MAX DEVELOPED LENGTH OF 100', MAIN WATER INLET MUST BE 1' IN SIZE. 6, PLAN VIEW FOR REFERENCE ONLY USE ISOMETRIC FOR UNE CONSTRUCTION. 112' x 13'-8' H State of Colorado Division of Housing January 8. 2013 "/ PLANS APPROVED Subject to field inspection 512832AC 1/7 x 14'-11"C 112" x 6'10' C 112" x 2'-10" H 112"x8' -5"C 1/2" x 14'-6" H 314' x 6°-10* C 112. x 314'x 1'-10"H ROUGH -IN FOR 2ND LEVEL PLUMBING - OSBB 314" x 10'-6 1/711 3/4' x 10'-6 1/2" C 'NS1 I?P 2"x5'-0"C3 314', 5'-"H ''j � 314°x 7'�i'C 2" x 5'-5' F \\011/ l We 11 3/4" x 9' H ,,,Atiott:0H 00 � � 3/4" x 3'-1" H 1" x 2'-61/2' C 1"x 1'-10112"C • x 1"-10" C 3'-1" C 1'x 21/2'C 1" x 8 112" C 12'x3 -3"C 112"x3' -10'C 3/4" x 5'-5" C 314"x 1'-0"C 3/4"x d"C 3/4" x 7-4" C PRELIMINARY ISSUE DESCRIPTION 0 0 DATE ' DRN 8Y LET m - 0) 8 0 0 OUOTE NN1O.; 0000292 w 2 0 0 GOLDEN VILLA SITE ADDRESS 0 LLI J LL DRN. 8Y: COREY DATE: 12/03112 DWG No. 06 1/312013 11:24:32 AM T.\2012 Projects1Q000292-GQLDENVILLA-LEWIS (Q34439)1Local Files5Q000292-GOLDENV LLA-LEWIS-phalli 46=0" �ThDRAIN PLAN 07, SCALEA{11x17): 3i4' l'-0" DRAIN FITTING SCHEDULE ID # CITY DESCRIPTION 04 1 3 FEMALE FLOOR FLANGE 12 1 1 112 SANITARY TEE 14 3 3 SANITARY TEE 17 1 2x1 1/2x1 1/2 SANITARY TEE 18 1 1 112 AIR ADMITTANCE VALVE (STUDOR) 31 1 1 112x45 LT EL 34 1 1 112x90 EX LT EL 35 1 2x90 EX LT EL 36 3 3x90 EX LT EL 42 1 P TRAP PVC 1 1/2 47 3 1 112 COUPLING 48 3 2 COUPLING 49 5 3 COUPLING 51 1 1 112 P -TRAP 52 1 2 P -TRAP 60 1 3x1 112 REDUCED BUSHING 61 2 3x2 REDUCED BUSHING 78 1 3" END ADAPTER 79 1 3" ENDCAP DRAIN PIPE SCHEDULE SIZE LENGTH SYSTEM TYPE 1 1/2-o 8'-5 314" S 1 1/2"o _ 16'-4 1/2" V 2"0 5"-8 518" 5 2"o 12'-71/2" V 3'o 15-2 518" 5 3'o 14'-3" V 3/4"o 10"-6 3/8" C 314"o 10'-6 112" 1-1 DRAIN LEGEND Qi FACTORY PROVIDED CONNECTION f 01 t SITE PROVIDED CONNECTION ENZEZEM FACTORY PROVIDED VENT/DRAIN UNE Immo SITE PROVIDED VENT/DRAIN UNE DRAIN NOTES }, 114" PER FOOT SLOPE MINIMUM. ALL PIPE AND FITTINGS ARE PVC SCHEDULE 40 MATERIAL. 2, FOR COLORADO COMPLIANCE, WASHER STANDPIPE MUST TERMINATE IN WASHER PLUMBING BOX 3. PIPE AND FITTINGS DRAWN IN DASHED LINES EXCEPT FOR OPTIONS, ARE FOR INFORMATION ONLY AND ARE THE RESPONSIBILITY OF OTHERS. 4. ALL DIMENSIONS ARE TO CENTER LINE OF FITTINGS. 5. HIGH EFFICIENCY FURNACES TO BE INSTALLED PER MANUFACTURER'S INSTALLATION REQUIREMENTS AND ATTACHED TO AN INDIRECT WASTE RECEPTOR. 6. PLAN VIEW FOR REFERENCE ONLY, USE ISOMETRIC FOR LIME CONSTRUCTION. 38'-4" 40'-10" 0 ff-Jg rti 0 —4 38'-3" 39'-4 7/8" 40'-115/8" ISOMETRIC 2 op 4 '1 V (78 3' x 1'-0' S 1 112" x 6" V +aY State of Colorado ' t« Division of Housing2-x 1'-51/2"S January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC 4g} ag} 3" x 8'-9" S 4 1 112' x 2'-4 112" S DRAIN ISOMETRIC 1 SCALE (22x34): 1/2".=.1'-0" SCALE (11x17): 114"=1'-0" 2" x 2'•4' S 2" x 4" S 3'x 11"S 1112"x 6"S 1 112' x 5' S (s+) 111 1 112' x 7" S 1,5471 3 DRAIN ISOMETRIC 2 07 SCALE (22x34): 112"=1'-0" SCALE (11x17): 114"=1'-0" 2) 41) 1 112" x T-7 112" V z w LU C0 0 Cr z 0. 0. 0 0 3" E z F to 0 Npp V O 0w of W ODOTE No.: Q000292 0 08 z 5 D_ z 1 i I, a W4, IR r 'a 31 DRN. BI w Y: C0 DATE 12103f12 DWG No. 07 113/2013 11:24:33 AM T:12012 Projects14000292-GOLDENVILLA-LEWIS (Q34439)1Loeal Files14000292•GOLD NVILLA-LEW S-phillipstr.M 19 A 10 r 10 10 9 12 a> a 0(412 10 10 2 1O€1 i 12 2 12 ELECTRICAL PLAN SCALE (22x34): 318'=1'-0' SCALE (11x17): 314'=1'-0' 3 Ogg 4 12 2 CIRCUIT CODE - 0000292 CIRCUIT DESCRIPTION AMPS WIRE 1 RECEPS UTILITY 20 12-2 WIG 2 RECEPS DINING ROOM -ARC FAULT 20 12-2 W/G 3 RECEPS KITCHEN -ARC FAULT 20 12-2 W/G 4 RECEPS KITCHEN 20 12-2 W/G 5 RECEPS KITCHEN 20 12-2 WIG 6 RECEPS KITCHEN -ARC FAULT 20 12-2 WIG 1 8 SMOKE ALARMS -LIGHT 3RD BEDROOM -ARC FAULT 15 14-3 W/G 9 LIGHTS UTILITY/KITCHEN-ARC FAULT 15 14-2 WIG 10 RECEPS 3RD BEDROOM -ARC FAULT 15 14-2 WIG 11 LIGHTS UTILITY/HALF BATH/DINING ROOM -ARC FAULT 15 14-2 WIG 12 LIGHTS & RECEPS LIVING ROOM -ARC FAULT 15 14-2 W/G 13 2ND FLOOR LIGHTS & RECEPS 2ND BEDROOM -ARC FAULT 15 14-2 W/G 10 2 5 6 20 27-28 25 27.24 9 OD GF 8 G 4 4 2 €2 1 TO SWITCH I)2 2 a 594 504 554 GF 28 27-20 afn 08 J4 TOBSMTSMOKE _`II TO CAN LIGHT 1 Q20 21-22 CIRCUIT CODE - Q000292 CIRCUIT DESCRIPTION AMPS WIRE 14 2ND FLOOR LIGHTS & RECEPS HALL/MAIN BATH -ARC FAULT 15 14-2 WIG 15 2ND FLOOR LIGHTS & RECEPS MASTER BEDROOM -ARC FAULT 15 14-2 WIG 17 DISHWASHER (LOCK -OUT TYPE BREAKER) 15 14-2 WIG 18 GROUND FAULT RECEPS-BATH 20 12-2 WIG 19 GROUND FAULT RECEPS-EXTERIOR 20 12-2 WIG 20 WASHER 20 12.2 WIG 21-22 DRYER 30 10-3 WIG 23-24 WATER HEATER (LOCK -OUT TYPE BREAKER) 25 10-3 WIG 25 FURNACE (LOCK -OUT TYPE BREAKER) 15 12-2 WIG 26 MICROWAVE 15 14-2 WIG 27-28 WALL OVEN 30 10-3 WIG 39 2ND FLOOR GROUND FAULT RECEP-BATH 20 12-2 WIG >s 9 118 1n-9 (17- 4,20 17- 11 18 21-22 20 1 11 04 1 9 A 29-24 25 27.78 20 8 5 97 4 08 3 .14 A J4 A A A A A.14 A CONNECT TO UPSTAIRS FOR FUTURE 2ND FLOOR - OSBB 39 13 14 15 ELECTRICAL LEGEND 10 A 2 INTERIOR DUPLEX RECEPT P INTERIOR SINGLE RECEPT (!?GR INTERIOR INTERIOR GROUND FAULT DUPLEX RECEPT nGFI EXTERIOR GROUND FAULT DUPLEX RECEPT 7iY� EXTERIOR DUPLEX RECEPT 111 FLOOR DUPLEX RECEPT Ej SOFFIT GROUND FAULT DUPLEX RECEPT IN ELECTRIC RANGE RECEPT ft DRYER RECEPT a 2200UTLET OT THERMOSTAT SMOKE DETECTOR SMOKE -CO DETECTOR SWITCH 3 3 -WAY SWITCH RHEOSTAT R3 3 -WAY RHEOSTAT TIMERSVATCH PANEL80X V JACK SYMBOL FOR TV, PH, CA5, WPH TV CABLE JACK PH PHONE JACK CA5 DATA JACK WPH WALL PHONE JACK State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC ELECTRICAL NOTES I. ALL 125 -VOLT, 15 620 AMP. RECEPTACLES SHALL BE USTED TAMPER-RESISTANT RECEPTACLES. 2. OUTDOOR RECEPTACLES EQUIPPED MTH IN USE WEATHER PROOF COVERS. 3. ALL RECEPTACLE AND SNATCH LOCATIONS ARE TYPICAL HEIGHT U.N.O. 4. NO AMP CONNECTORS • ALL CONNECTIONS MUST BE MADE IN BOX 5. LIGHTS WITH DIMENSIONS 1M BE LOCATED IN DROPPED CEILINGS. 6. EXTERIOR LIGHTS ARE TOBEU 1FOR WET LOCATIONS. A B UJ 4e 6 J 6 a STANDARD REC a CC 0 w 0x70 D RIGERATOR RECEPTACLE PRELIMINARY ISSUE DESCRIPTION 7 f m iY ❑ tu rn 9 0 h Ec O LL W cc 000TIE029NO.: Q002 GOLDEN VILLA O 0)w o cc z J 0. J w U 0U gJ W DRN. BY. COREY DATE. 12103/12 DWG No. 08 T:42012 Projects10000242-GOLDENVILLA-LEWIS(Q34439)iLocal Files40000292-GOLOENVILLA LEWIS-phillipsb.M CIRCUIT CODE - Q000292 CIRCUIT DESCRIPTION AMPS WIRE 1 RECEPS UTILITY 20 12-2 WIG 2 _ RECEPS DINING ROOM -ARC FAULT 20 12-2 W/G 3 RECEPS KITCHEN -ARC FAULT 20 12-2 W/G 4 RECEPS KITCHEN 20 12-2 WIG 5 RECEPS KITCHEN 20 12-2 W/G 6 RECEPS KITCHEN -ARC FAULT 20 12-2 WIG 8 SMOKE ALARMS -LIGHT 3RD BEDROOM -ARC FAULT 15 14-3 WIG 9 LIGHTS UTILITY/KITCHEN-ARC FAULT 15 14-2 WIG 10 RECEPS 3RD BEDROOM -ARC FAULT 15 14-2 WIG 11 LIGHTS UTILITY/HALF BATH/DINING ROOM -ARC FAULT 15 14-2 WIG 12 LIGHTS& RECEPS LIVING ROOM -ARC FAULT 15 14-2 WIG 13 2ND FLOOR LIGHTS & RECEPS 2ND BEDROOM ARC FAULT 15 14-2 WIG 158 15 15 MASTER BEDROOM 15 15 15 8 ,▪ 5 7 15 _15 15 13 8 J L 7 14 - -14• / MAIN 14 14TH LR L BATH 14 8 v 14 13 613 2ND BEDROOM 13 14 9 3t93 13 14 ,F2ND FLOOR ELECTRICAL 08 SCALE (22x34). 318'=1'-0' SCALE (11x17): 314'=1'-0' CIRCUIT CODE - Q000292 CIRCUIT DESCRIPTION AMPS WIRE 14 2ND FLOOR LIGHTS & RECEPS HALL/MAIN BATH -ARC FAULT 15 14-2 W/G 15 2ND FLOOR LIGHTS & RECEPS MASTER BEDROOM -ARC FAULT 15 14-2 WIG 17 DISHWASHER (LOCK -OUT TYPE BREAKER) 15 14-2 WIG 18 GROUND FAULT RECEPS-BATH 20 12-2 WIG 19 GROUND FAULT RECEPS-EXTERIOR 20 12-2 W/G 20 WASHER 20 12-2 WIG 21-22 DRYER 30 10.3 WIG 23-24 WATER HEATER (LOCK -OUT TYPE BREAKER) 25 10-3 W/G 25 FURNACE (LOCK -OUT TYPE BREAKER) 15 12-2 W/G 26 MICROWAVE 15 14-2 WIG 27-28 WALL OVEN 30 10-3 WIG 39 2ND FLOOR GROUND FAULT RECEP-BATH 20 12-2 W/G State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC OESCRIP_TLON r 2 0 <Id QUOTE NO.: Q000292 GOLDEN VILLA J LL [9 cK ORN. BY:COREY DATE: 12/03/12 DWG Na, 08A 113/2013 11:24:41 AM T:\2012 Projects50000292-GOLDENVILLA-LEWIS (Q34439)5Local Files10000292-GOLDENVILLA-LEWIS-phillipsb.rvt FRONT ELEVATION SCALE (22x34): 114"=1'-0" SCALE (11x17): 118"=1'-0" .iiiiiii—i► ---------" .iii-- 11 12 ---112 0571 "3 "LEFT ELEVATION sCALE (22x34): SCALE (11x17): PLATE HEIGHT 2ND FLR 11/Y-6" ik T.O. DECK 2ND FLR 110'-5112" rPLATE HEIGHT 1ST FLR 109'-0-114' T.O. DECK 1ST FLR i r 1 1 1 1 1 1 2 r 7 iiiiiii-- `1—i\iiiiii r '1l ------i �—— I.I viii--il ------- iiiii� rn------i...l r------- r.iiiii—# ilii—li r1--iiii r-----1— .�i�i..l-�lr�l�i n I■I ■ 1 1 L_ 1 1 1 T F T 1 -1 1 1 1 1 T T I I 1 1 1 J 1 u 0 IJ r.7 0 a 0 0 PLATE HEIGHT 2ND FLR 118•-6" T.O. DECK 2ND FLR 110'-51/2" PLATE HEIGHT 1ST FLR 109'-0 1/4" dok T.O. DECK iST FLR 100'-0" REAR ELEVATION SCALE (22x34): 114"=1-0" SCALE (11x17): 118"=1'-0" 1 �i iiii111111 I 12 ilii rr —ii—i MMININ ---- —iM= NMI RIGHT ELEVATION SCALE (22x34): 114"=1'-0" SCALE (11x17): 118"=1'-0" State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC m a x 1 - co a of 2 0 Ell a o cc O LL Q000292 J 5 Awa a J 0 CD SITE ADDRESS 0 W J LL DRAWING TITLE EXTERIOR ELEVATIONS z k p a5 1 0 DRN. BY: COREY DATE: 12/07112 DWG No. 09 1111 I I ! I I I I 1 I � .ter - -- ._...__ = 1 F I i 1 i 1 i J 1 1; -c•,__._-S.... —� - 1 i 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 1 1 $ ■ 1 I 111111111111 -- • 1-1 0iSi0 EIM/fI■• —ii11111 i i7ii _mama i1��1�®� ®lii—! mis> IiiIii1iiti 1 J 1 I I 1 1 1 1 1 1 1 1 1 I I I r I 1 I I I I i i i 1' t ' 1 L 1 I 1 1 1 1 F 1 I 1 I iii iii ®: 11320/3 11:24:41 AM T:12012 Projects1Q000292-GOLDENVILLA-LEWIS (Q34439)5Local Files'0000292-GOLDENVILLA-LEWIS-phillipsb.rvl 38'-0" BACKER 6`-2" 25-01/4" 3'-01/4" 17'-10" f f f 7'-0114" 14'4" SS 0 co 9 4 • v M BO BE ch O B B �Q CV 28 27 28 25 24 23 22 21 20 19 18 © 16 15 14 13 12 11 10 ® ® �J ® o ® o 0 0 FRONT SIDEWALL SCALE (22x34): SCALE (11x17): 314"=1'-0" 38'-0" PLATE HEIGHT 1ST FLR 109'-0 114" 21'- '11 , 5'-66 3'-0 1/4"15 9" 5'-5112" 29'-8 718 3'-0" T-9112" 3'-2 1/2" fx BACKER I • kr4 :4- *-› M M SS C OB ii 1 DC BD FD FSS D Cl N O zL 0 ❑ (D td - 9 Fv, s v q �) d- M 19 -_ V M M fB0 (XXX) X ) 0 ® T ® ® 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2( 28 BACK SIDEWALL SCALE (22x34): 314"=1'-0" SCALE (11x17): 314"-1'-0" 13'-6114" 13'-61/4' 111111 111111111111 111 H1TV 0 o®®®®®®®® ®®®®®®®®o (53(TAIL ENDWALL SCALE (11x17)- 3/4"="1.-0" TAIL SCALE (22x34): PLATE HEIGHT 1ST FLR - 109'-0 114' -� T_O.DECK 1ST FLR 100'-0' l7 8,-0" -01/4"f" 4'-10" f2' r T-9112" 3'-2 1/2" BACKER 10" • kr4 :4- *-› M M SIDEWALL NOTES I. ALL HEADERS ARE (3) 2x6 S2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO BE LAID FLAT. PLATE HEIGHT 1ST FLR 109'-0 114' T.O. DECK 1ST FLR n T.O. DECK 1ST FLR /1 100'-00- I 100'-00"" PLATE HEIGHT 1ST FLR 109'-0 114' T.O. DECK 1ST FL R 100'-00- 11-10 3/8" 2 2ND FRONT SIDEWALL SCALE (11x17): 3/4"-1.-0" 10 SCALE (22x34): 318"=1'-0" 8L0" PLATE HEIGHT 1ST FL R 109'-0114' T.O. DECK 1ST FLR 100'-00"" 2ND BACK SIDEWALL SCALE (22x34): 318"=1'-0" SCALE (11)17): 314"=1'-0" 11-10 3/8" 0®®®®®0®99®0®®®®0® 6 HITCH ENDWALL �1 0} SCALE (22x34): 3J8"=1'43" SCALE (11x17): 314"=1'-0" State of Colorado Division of Housing January 8, 2013 PRELIMINARY ISSUE DESCRIPTION 1- H 2 a a N rn 0, 0 PLANS APPROVED Subject to field inspection 51 2832AC PLATE HEIGHT 1ST FIR 109'-0 114" ■ T.O. DECK 1ST FLR 100''-O 000TE NO.: Q000292 W 1- z aa' DRN. BY: COREY DATE: 12 O3(12 DWG Na, 10 5'-4" 1'-6" T-9112" 3'-2 1/2" BACKER 10" r OB BD N O zL 0®®®®®0®99®0®®®®0® 6 HITCH ENDWALL �1 0} SCALE (22x34): 3J8"=1'43" SCALE (11x17): 314"=1'-0" State of Colorado Division of Housing January 8, 2013 PRELIMINARY ISSUE DESCRIPTION 1- H 2 a a N rn 0, 0 PLANS APPROVED Subject to field inspection 51 2832AC PLATE HEIGHT 1ST FIR 109'-0 114" ■ T.O. DECK 1ST FLR 100''-O 000TE NO.: Q000292 W 1- z aa' DRN. BY: COREY DATE: 12 O3(12 DWG Na, 10 1/31201311:24:42AM T:52012 Projects50000292-GOLOENVILLA-LEWIS(Q34439)ILacal Files1O000292-GOLDENVILLA-LEWIS-phiIlipsb.rvt 24'-7 518" 9'-2112" r 6'-0" r 19'-4" 2'-01(4'r i 2ND FLOOR WALL 'A' 10 SCALE (22x34): 318"=1'-0" SCALE (11x17): 314'=1'-0' 8' j 2'-6" 4'-0' 13'-10 3/8" 14'-4112" 2ND FLOOR WALL 'J' [ SCALE (11xi7)• 3/4"-V-0" 1 O SCALE (22x34): 318"=1'-0" PLATE HEIGHT 2ND FLR 118'-66"" T.O. DECK 2ND FL_. R_.� 110'5112' 11'-1 5/8 11'-0 318" 4%01/8" 5'-7 718" PLATE HEIGHT 2ND FLR 118'8'-6' / 114" 1 1. 3-01/4' 4112" 1 4112' 4'-0" 4'-0" 13'-10 318" 13'-10 3/8" 14'-4112" 14'-41 /2" / T.O. DECK 2NDFLR 110'-5 112' 2ND FLOOR WALL 'B' SCALE (22x34): 318"=1'-0" SCALE (11x17): 314"=1-0" T 0 DECK 2ND FLR 110'5 1/2" 'Jr 2ND FLOOR TAIL ENDWALL SCALE (22x34): 318'=1'-0' SCALE (11x17): 314"=1'-0" T.O. DECK 2ND FLR 1102' / SIDEWALL NOTES State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 1. ALL HEADERS ARE (3) 2x6 #2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO 6E L10 FLAT. 13'-10 318" 10" 2ND FLOOR WALL 'K' SCALE {22x34): 318"-1'-0" SCALE (11x17): 314"=1'-0" 512832AC PLATE HEIGHT 2ND FLR n 118'8'-6" 4 T.O. DECK 2ND FL R 110'5 1/2' DESCRIPT1oN } m a T tr ui O O OK LaTcJ U LL_ 0 w rc QUOTE NO: Q000292 J_ 7 cc rew 0 w e7 w o SITE ADDRESS 0 0 W J LL" ERN. BY: COREY DATE 12103/12 DWG Na. 10A 11 11 kr 4 Li" • cn th 4 2ND FLOOR WALL 'A' 10 SCALE (22x34): 318"=1'-0" SCALE (11x17): 314'=1'-0' 8' j 2'-6" 4'-0' 13'-10 3/8" 14'-4112" 2ND FLOOR WALL 'J' [ SCALE (11xi7)• 3/4"-V-0" 1 O SCALE (22x34): 318"=1'-0" PLATE HEIGHT 2ND FLR 118'-66"" T.O. DECK 2ND FL_. R_.� 110'5112' 11'-1 5/8 11'-0 318" 4%01/8" 5'-7 718" PLATE HEIGHT 2ND FLR 118'8'-6' / 114" 1 1. 3-01/4' 4112" 1 4112' 4'-0" 4'-0" 13'-10 318" 13'-10 3/8" 14'-4112" 14'-41 /2" / T.O. DECK 2NDFLR 110'-5 112' 2ND FLOOR WALL 'B' SCALE (22x34): 318"=1'-0" SCALE (11x17): 314"=1-0" T 0 DECK 2ND FLR 110'5 1/2" 'Jr 2ND FLOOR TAIL ENDWALL SCALE (22x34): 318'=1'-0' SCALE (11x17): 314"=1'-0" T.O. DECK 2ND FLR 1102' / SIDEWALL NOTES State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 1. ALL HEADERS ARE (3) 2x6 #2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO 6E L10 FLAT. 13'-10 318" 10" 2ND FLOOR WALL 'K' SCALE {22x34): 318"-1'-0" SCALE (11x17): 314"=1'-0" 512832AC PLATE HEIGHT 2ND FLR n 118'8'-6" 4 T.O. DECK 2ND FL R 110'5 1/2' DESCRIPT1oN } m a T tr ui O O OK LaTcJ U LL_ 0 w rc QUOTE NO: Q000292 J_ 7 cc rew 0 w e7 w o SITE ADDRESS 0 0 W J LL" ERN. BY: COREY DATE 12103/12 DWG Na. 10A 1/3/2013 11:24:43 AM T:52012 Projec[s5Q000292-GOLDENVILLA-LEWIS (Q34439)5Loca1 Fifes4Q000292-GOLDENVILLA-LEWIS-phi 2ND FLOOR WALL 'C' 10 SCALE (22x34): SCALE (11)(17): 314"=1'-0" 8'-5" 1013/1 2ND FLOOR WALL 'F' 1 0 7 I SCALE (22x34): 318"=1'-0' SCALE (11x17): 314"=1'-0" State of Colorado Division of Housing January 8, 2013 PLANS APPROVED Subject to field inspection 512832AC 8'-0" 1'-0" 6'-0" T 0 DECK 21,11) FLR 110'-5112" 2 2ND FLOOR WALL 'D' 10 SCALE (22x34): 318"=1'-0" SCALE (11 x17): 314'=1-0" (7DORMER WALLS - ROOF ���1SCALE (11x171410 0 SCALE (22x34)_ 318"=1'-0" 8'-0" '-0" 6'-0" 1'-0 4. To: m 5 T 0 DECK 21,11) FLR 110'-5112" 2 2ND FLOOR WALL 'D' 10 SCALE (22x34): 318"=1'-0" SCALE (11 x17): 314'=1-0" (7DORMER WALLS - ROOF ���1SCALE (11x171410 0 SCALE (22x34)_ 318"=1'-0" 8'-0" '-0" 6'-0" 1'-0 2ND FLOOR WALL 'G' SCALE (22x34): 318'=1'-0" SCALE (11x17): 3!4"=1 "-0" .0. DECK 2ND FL LR 110'-5 1!2" 8'-5" 73 2ND FLOOR WALL 'E' 10 SCALE (22x34): SCALE (11x17: 314'=1-0- SIDEWALL NOTES 1. ALL HEADERS ARE V) 2x6 R2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO BE LAID FLAT. 8'-5" (62ND FLOOR WALL 'H' O SCALE (11x17): 314-- 1L0' (22x34): 318"=1'-0" DESCRIPTION DRNBYIAPPBY w1o Q. J O U ii D QUOTE029NO.: Q002 1 CUSTOMER GOLDEN VILLA SITE ADDRESS 0 0 w J DRN.BY: COREY DATE: 12102112 DWG No, 10B • Fcr 5 -J 2ND FLOOR WALL 'G' SCALE (22x34): 318'=1'-0" SCALE (11x17): 3!4"=1 "-0" .0. DECK 2ND FL LR 110'-5 1!2" 8'-5" 73 2ND FLOOR WALL 'E' 10 SCALE (22x34): SCALE (11x17: 314'=1-0- SIDEWALL NOTES 1. ALL HEADERS ARE V) 2x6 R2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO BE LAID FLAT. 8'-5" (62ND FLOOR WALL 'H' O SCALE (11x17): 314-- 1L0' (22x34): 318"=1'-0" DESCRIPTION DRNBYIAPPBY w1o Q. J O U ii D QUOTE029NO.: Q002 1 CUSTOMER GOLDEN VILLA SITE ADDRESS 0 0 w J DRN.BY: COREY DATE: 12102112 DWG No, 10B 1/3/2013 11:24:43 AM T:12012 Projects \QD00292-GOLDENVILLA-LEWIS (Q34439)4Local Files40000292-GOLDENVILLA-LEWIS-phillip 46'-0" 6118" THICKNESS OFENDWALL 45'-5 718" 37'4 7/8" 4'-5" 41'-0 718" 3'-4" 34'-2 718" r i 27'-7 314" 12'-9 518" 14'-10118" 2'-8" 4'-5112" PLATE HEIGHT 1ST FLR 109'-01/4 33 32 31 30 29 28 © 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 ® ® o © o ® ® o 0 COMMONWALL 'A' 11J SCALE {22x34}: 318"=1'-0" SCALE (11x17): 314""1'-0" 46'-0" 45'-5 7/8" 6 118" THICKNESS OF ENDWALL 4'-5112" 2'-8" f 14'-10118" 12'-9 518" 27'-7 3/4" 37-6 7/8" 34'-2 7/8" 3'-4" i 41'-0 718" 4'-5" 3 STUDS 3 STUDS M II BO 1 li nN 3 STUDS \.,---7-- 3 STUDS ''`....„...„, S B 0 B 7 1 co o m ]S II B©', 0 PLATE HEIGHT 1ST FLR 109'-01/4 33 32 31 30 29 28 © 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 ® ® o © o ® ® o 0 COMMONWALL 'A' 11J SCALE {22x34}: 318"=1'-0" SCALE (11x17): 314""1'-0" 46'-0" 45'-5 7/8" 6 118" THICKNESS OF ENDWALL 4'-5112" 2'-8" f 14'-10118" 12'-9 518" 27'-7 3/4" 37-6 7/8" 34'-2 7/8" 3'-4" i 41'-0 718" 4'-5" 0 =5 O ® 7O ® 9O 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 COMMONWALL 'B' SCALE (22x34): 318"=1'-O" SCALE (11x17): 314"=1'-0" T.O. DECK 1ST FLf2 100'47 COMMONWALL NOTES 1. ALL HEADERS ARE {2) 2x6 t2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO BE LAID FLAT. PLATE HEIGHT 1STFLR 149'-0114' State of Colorado Division of Housing January 8, 2013 T.O.DECK ISTFLPLANS APPROVED ��'-0" Subject to field inspection 512832AC DESCRIPTION ›- o. a 3 m- z 0 0 41 0 00QUOTE NO-: 00292 GOLDEN VILLA SITE ADDRESS 0 LL; J LL DRAWING TITLE COMMONWALL ELEVATION li!Fv IAN;; 0 DEN. BY: COREY DATE: 12/03112 DWG No. 11 B 0 B 3 SS \.,---7-- ''`....„...„, S B 7 co o m 3 STUDS co a E., A N o El; 0 =5 O ® 7O ® 9O 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 COMMONWALL 'B' SCALE (22x34): 318"=1'-O" SCALE (11x17): 314"=1'-0" T.O. DECK 1ST FLf2 100'47 COMMONWALL NOTES 1. ALL HEADERS ARE {2) 2x6 t2 S.P.F. U.N.O. 2. BACKER STUDS ARE TO BE LAID FLAT. PLATE HEIGHT 1STFLR 149'-0114' State of Colorado Division of Housing January 8, 2013 T.O.DECK ISTFLPLANS APPROVED ��'-0" Subject to field inspection 512832AC DESCRIPTION ›- o. a 3 m- z 0 0 41 0 00QUOTE NO-: 00292 GOLDEN VILLA SITE ADDRESS 0 LL; J LL DRAWING TITLE COMMONWALL ELEVATION li!Fv IAN;; 0 DEN. BY: COREY DATE: 12/03112 DWG No. 11 1/3/2013 1 1:24:44 AM T:12012 Projectsl0000292-GOLDENViLLA-LEWIS (034439)VLocal Files\0000292-GOLDENVILLA-LEWIS-phillipsb.rvt moo© Ill AIo Cn 5 n a T as m z o 0 z O m 0) r- < < 0 r- 0 F13 28'-9" M 14'-4112"/ 14'-4112" / ' - a x - r CO V. -1 v co )lOVd ssnal OO -9[s6 (s) 9315 -CC 9315 -CC 9315 -CC 9315 -CC 9315 -CC '4739315 -CC (FSN 9315 -CC cn F 9315 -CC x' 9315 -CC cn (.a y 9321 -SD c) 9321 -SD 9321 -SD 9321 -SD 9321 -SD zs • 9321 -SD ! 9321 -SD 6,- Ia 9321 -SD rn 7;2y 9321 -SD 9321 -SD 9321 -SD • 9321 -SD ,r.„' 9321 -SD - c w 9321 -SD cn - cn - o CO 0 o rn r� w 0 e_ CO w 0 1 0 0 �I 1.,9/L-gt x Zig L r N Cr) 0 9323-WFT N r„ 9323-WFT ,n 0 9323-WFT w 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT CO 0 0 0 0 1 9321 -SD 9321 -SD 9321 -SD 9322 -SDG 9319 -CC 9319 -CC 9319 -CC 9319 -CC 9319 -CC 9319 -CC 1 1 1 1 1 I•I•1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i J L 1 9315 -CC 9315 -CC 9315 -CC 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9315 -CC 9315 -CC 9315 -CC 9315 -CC 9315 -CC 9315 -CC 9315 -CC 9315 -CC 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9323-WFT 9315 -CC 9315 -CC 9315 -CC 9315 -CC >'IDVd ssnal D011.£6 (E) co I!t Crt N X b 9319 -CC 9319 -CC 0 W a II 9319 -CC 9319 -CC 319 -CC 19 -CC 2'-0" 0 NOadrd0S30 A a 3'103HOS ONIINVNJ AWN 17-4 1/2" DOUBLE 1-1/2"x15-7/8" LVL EA. SIDE 12'-41/2" 21-0" 5 C HOZ `8 itaenuer o CHIEF// Gd:Sea-ow. /If3/ ed - A D. un u' OHM Ir n!rI nG• 111 Of STREET, AURORA, NEBRASKA 88818 SITE ADDRESS RIFLE, CO DRAWING TTLE ROOF FRAMING PLAN CUSTOMER LEWIS DEALER GOLDEN VILLA CODE: 2006/09 IRC FLR LD: 40 LB/FT2 RF LD: 45 LB/FT2 WNDLD:90 MPH A A A A 08/09/12 TMH PRELIMINARY ISSUE REV. DATE DRN SY APP 8Y DESCRIPTION 1/3/2013 11:24:45 AM T:12012 Projec1s10000292-GOLDENVILLA-LEWIS (Q34439pLocal Files\Q000292-GOLDENVILLA-LEWIS-phil 2x10 RIM JOIST @ SIDEWALL U.N.O. 2x6 DOUBLE TOP PLATE NGINEERED ROOF TRUSS OW O.C., U.N.O. 2x6 STIFFENER 2x8 HEADER@ WINDOW DORMER OPENINGS COLLAR TIE TO TRUSS 12-10d @ EACH CONNECTIO 2 SIDEWALL CONNECTION @ BASE OF ROOF TRUSS 16 SCALE (22x34): 1"=1'-0" SCALE (11 x17): 112"=1'-0" State of Colorado Division of Housing January 8, 2013 C14,Z PLANS APPROVED Subject to field inspection 512832AC 316-L LADDER - INSTALLED OSBS 01%� 317-CT@40/12CAPE COD 4k r'/A 4 layeal CONNECTIONS-1NSTAlLEOOSBB 1.��.ta.�..�i�,..�� �.�.�.� ��� ii nek RIDGE CAP 8 VENT - INSTALLED 0568 10 2x6 STIFFENER 2x8 HEADER @ WINDOW DORMER OPENINGS COLLAR TIE TO TRUSS 12-10d @ EACH CONNECTIO 3 CONNECTION (a7 10/12 RIDGE 1 SCALE (22x34): 1"=1'-0" SCALE (11x17): 112"=1'-0" 12 2.6875 02 SPF, 2112 RAFTER @ 16' O.C. w17/16" DECKING {TYP) U.N.0- INSTALLED OSBB 4r.fr 411 4. `k• -•--i lG1241G 142414i1/4� �-VA�IPMiiA1741,-_ •s--��+r�rfr�ir- 40. ENGINE ERED FLOOR TRUSS @ 16" 0.0 w1314" DECKING (TYPI U.NA 2x10 RIM JOIST NGINEERED FLOOR TRUSS 314' DECKING (TYP) U.N.O. (2) 2x10 8 2x3 STAGGERED RIM JOIST 16' 0.0 BUILDING SECTION SCALE (22234}: 112"=1-0" SCALE (11x17): 114"=1'-0" ti 1 L 1x6 2x6 RIDGE 2x6 RIDGE LUS26 SIMP 3 OR EQUIVA/ N HANGER -1/27115.718" LVL HEADER LUS26 SIMPSON HANGER /rOR EQUIVALENT 0 TIE @ SHED R )0F Cp•16 CONNECTION @ 10/12 & SHED ROOF RIDGE SCALE (22x34): 1"=1-0" SCALE (11217): 112'=1'-0" ENGINEERED ROOF TRUSS @ 16' 0.C., U.N.O. ENGINEERED FLOOR TRUSS 2x BLOCKING BETWEEN RAFTERS DOUBLE 2x6 TOP PLATE (5...CONNECTION @ SHED ROOF 16 SCALE (22x34): 1"=1-0" SCALE (11017): 172"=1'4' 6" 0.C. D.N.G. 1-1r27CI5-718" LVL RIM JOIST LANDING FOR STAIRS 1-6—\ CONNECTION @ SHED WALL SCALE (22x34): 1"=1'-0" Ns 1 /6 SCALE (11x17): 112"=1-0" DESCRIPTION m z 0 cc CO CO — a rn O) 0 0 QUOTE NO.: Q000292 w O 0 0 2 U -w o W LL Li; V"" E DRAWING TITLE BUILDING SECTION DRN. BY: COREY DATE: 12/03/12 DWG No. 16 1/3/2013 11:24:45 AM T:\2012 Projects10000292-GOLDENVILLA-LEWIS (034439)1Local Files1Q000292-GOLDENVI LLA-LEWIS-phillipsb.rvt 46'-4" 38'-0” 18'-6„ LCENTER OF OPENING) Se.e- eut e&reap At/tooth/7e44 p1414 pie s.1., ("„,` p4Te� N 14 - i4 7 ... _ . Ir -, 1 WATER L 1 I 8" CONCRETE WALL 1 I 1 I I (SEE NOTE 2) -r- L I CONCRETE FOOTING I , 1 1 . . (CENTER OF OPENING) 12'-4112" I I I 1 (SEE NOTE 2) I 1 I 1 I I 1 I 1 1.... CONTINUOUS FOOTING 1 I co I ti I I rn I -. 1 (SEE NOTE 13) SUPPORT COLUMN I. . I (SEE NOTE 14) I I I 4' 8"t 5'-0" 5' 0" r w 1-- t 6'-6" 6' 8„ 6,.2„ J 3'-9" 3'-1" 1 5'-2" , I I is 1 I I I I I ! -----� I 1 I I I 31,4„ 4'-0" 10'-8" I I I( r ; : ';!(I s I I I l I 1 wSTAIR I 6:1//' FOOTING r I) 1 I I .. 71 w I ! I I L J I '.. 4. • L J 1 FOUNDATION PLAN SCALE (22x34): 3l8"-1'-0" SCALE (11x17): 314"=1'-0" Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. FOUNDATION NOTES State of Colorado Division of Housing January 8, 2013 (1/ PLANS APPROVED Subject to field inspection 512832AC 1 FOUNDATION PIANS ARE FOR REFERENCE ONLY. 2. FOUNDATION, FOOTINGS, AND/OR PIERS ARE TO BE DESIGNED BY AN ENGINEER TO THEFOLLOW1NG LOADING CRITERIA FLOOR 44 PSF [1,10 14- UT WALL 5 PLF DL ROOF 45 PSF LL, 15 PSF OL 3. 939 PLF EXTERIOR WALLS- 1492 PLF MARRIAGE WALL 4. ALL DESIGN AND CONSTRUCTION OF FOUNDATION SYSTEMS SHOULD MEET THE REQUIREMENTS OF THE IRC CHAPTER 4 FOUNDATIONS.1NHERE SPECIFICATION CONFLICT BETWEEN THIS PLAN AND THE CODE, THE CODE %MLL TAKE PRECEDENCE. 5. FOR CRAWLSPACE APPLICATION, THE MIMMUM NET AREA OF VENTILATION OPENINGS FOR UNDER -FLOOR VENTILATION SWELL MEET THE MINIMUM REQUIREMENTS OF THE 2066109 IRC (OR LOCAL REQUIREMENTS IF MORE STRINGENT). 6. THE HOME SHALL BE GROUNDED AS DEFINED IN ARTICLE 250, SECTION III, OF THE 2008111 NATIONAL ELECTRICAL CODE AS PART OF THOSE REQUIREMENTS, A FOOTING/FOUNDATION REBAR SHALL BE LEFT EXPOSED S0 A CONNECTION CAN BE MADE WITH THE BUILDING STRUCTURE. AS DEFINED IN NEC ARTICLE 250, SECTION 111, PART 50. 7. CHIEF CUSTOM HOMES SHALL NOT BE IN ANY WAY RESPONSIBLE FOR THE QUALITY OR THE QUANTITY OF MATERIALS USED {0R NOT USED). B. IN THE FABRICATION AND FINAL CONSTRUCTION OF THIS FOUNDATION. CHIEF CUSTOM HOMES SHALL NOT BE RESPONSIBLE FOR ANY STANDARDS OF WORKMANSHIP. 9. WHERE REPRESENTATIVES AND/OR DEALERS OF CHIEF CUSTOM FOMES ARE ACTING AS INDEPENDENT CONTRACTORS. THEY DO SO AS THEIR QM REPRESENTATIVE. 10, IT IS THE RESPONSIBILITY OF THE HOMEOWNER AND/OR FOUNDATION CONTRACTOR TO MEET ALL ELECTRICAL, MECHANICAL, ENERGY, AND BUILDING CODES WHICH MAY APPLY TO THIS FOUNDATION PUV4. 11. CRAWLSPACE FOUNDATIONS REQUIRE AN ACCESS MEETING THE REQUIREMENTS OF THE IBC SECTION R408 ACCESS OPENING TO BE 16•x24'. W-IENACCESS IS LOCATED BELOW GRADE, AN AREAWAY OF 185;24• SHALL BE PROVIDED DIRECTLY IN FRONT OF THE ACCESS. AREAWAY SHALT BEGIN BELOW THE LEVEL OF THE CRAWLSPACE ACCESS. ACCESSES SHALL NOT BE LOCATED BENEATH A DOOR OF THE UPPER STORY. 12, FOUNOATION ACCESS SHALL BE DETERMINED, LOCATED, VERIFIED, AND INSTALLED IN FIELD, 8Y OTHERS. 13, FOOTINGS WIDTH AND DEPTH - FOOTINGS ARE TO BE CALCULATED BY PN ARCHITECT OR ENGINEER BASED ON HOME DESIGN. TYPICAL SPECIFICATIONS FOR PERIMETER FOOTINGS IS 16"x8'. CENTERLINE FOOTING DIMENSION IS 16' WIDE AND 16' DEEP. THESE DIMENSIONS ARE TYPICAL AND ARE AFFECTED BY SOIL TYPE, SOIL COMPACTION, SPECIAL LOADS, ETC. 14- THE RIM JOIST ALONG THE MARRIAGE LINE CONSISTS OF 1-1/2'"x11-7/8' LAMINATED BEAMS. PROVIDE SUPPORT PIERS ALONG THE MARRIAGE LINE2-314" SHORTER THAN PERIMETER SUPPORTS. 11.1 MEE lour QUOTE NO: Q000292 w o LJJ ¢ J 1,75 w LL E z -J 0 z 0 w I— = 0 • Z O DRN. BY: COREY DATE:12123/12 DWG No. 14 361-8 8 -IT MARK e 1101,: OONC. FOOTING -16'(1:3 x P{d) xCONT x1(21I14's CONT. 1102 I— —� 7 1L—_� � 2301 1101 eirl 02121 L --T V 1---1 tvna i hunir --I fl LTE 1 _ 1 — { 1401 ®' T — L 1— T J r Cc II 48' - V' S FOUNDATION PLAN 114_ STRUCTURAL KEYED NOTES MARK STRUCTURAL REM 1101,: OONC. FOOTING -16'(1:3 x P{d) xCONT x1(21I14's CONT. 1102 CONC. FOOTING 20"'(*4 A 0'(d) 1 CONT.wY(2) 44000NT. 1201 CONC STELANALL-0" NIX WNT. w1 #4.VERTS.0 32' 0.C. 61314.HORS CONT: (I TOP.1 DOT. 6:1 MONT.( 2301 FRAMED WALL- 2.140 f0=.0.0 (uNSHEATHEDI DESICAR DATA; 1. ROOF L1V0 LOAD = 20 PSP 2. ROOF SNOW LOAD= 45 PSL 1 BASIC WIND SPEED = 90 MPH WIND IMPORTANCE FACTOR 18 W NO EXPOSURE= C INTERNAL PRESSURE COEF = 10 18 4 EaRTHOUAKE DESIGN DATA SEISMIC DESIGN CATAGORY = B SITE CLASS = 0 1_ PHONEME CRAWLSPAcE VENTS OR CONDITIONING PER LOCAL CODES. 12 PROTECT CONCRETE AGAINST FL/EU/NG UNTIL/7 HAS CURED FOR NO LESS THAN FIVE GAYS. PENERA +TRETE NOTES: 1 WORK STRICT ACCORDANCEWTTH THE LATEST EARTON OF THE INE ER NATIONAL RESIDENTIAL COGS. AC 332. AND LOCAL DRDINANCEGI. 2 VEISFY ALL CONDEMNS AND DIMENSIONS PRIOR TO POURING CONCRETE 3. USE GRADE CO REINFORCING STEEL 4 USE CINCRETE OF 3000 PSIMINIMUM COMPRESSIVE STRENG11 5 BEAR ALL EXTERIOR FOOTINGS BELOW FROST DEPTH. 6 COORDINATE WITH MECHANICAL AND ELECTRICAL PRIOR TO POURING CONCRETE PRTVIDE SLEEVES, BLOCIIOUr0. ETC_ AS REQUIRED. 7. CONTRACTOR IS RESPONSIBLE FOR PROPER PLACEMENT OF ALL ANCHOR BOATS. NOI-DOWII ANCHORS, STRAPS- ETC. INSTALL PER MFR REQUIREMENTS, 6. NUT Ey ENGINEER OF ADVERSE SOIL CCNU[TIONS ENODUNTERED DURING EXCAVATOR. ALLOWABLE BEARING PRESSURE USED FOR DESIGN = 0500 P5F. 9. BEM FOOTINGS ON UNDISTURBED NATURAL MATERIAL, OR ON PROPERLY PLACED AND COMPACTED GRANULAR FILL. 10 ALL LUM86R U•sli.it M W. LLA I. I.L. .• -yr WHENEVER THE TEMPERATURE N5 PLACEMENT. FORCABT TO FALL BELOW 40•F WITHIN 44 DAYS OF GENERAL WOOD CONSTRUCTOR NOM: 4. WORM/4 STRICT ACCORDANCE WITH THE LATEST EDITION OF TNE.IHTERNATIONAL REBIOEi4TIA•L CODE, AHO LOCAL ORDINANCES. 2. ALL ME#76ERs 1N O+RECT CONTACT WITH FOUNDATION CONCRETE SHOULD AE PRESSURE TREATED. 3 UNLESS NOTEDOTHERI17SE FRAMING MATERIALS THAT MEET OR EXCEED THE FOLLOWING SPECIES 6 GRADES: LUMBER STUDS a BLIIL141P TXK-UMNS.............HEMPIR BTUD GRADE 13. 00 NOT RACE CONCRETE IN CONTACT MN FROZEN SURFACES 1. SLOPE RNISH I3RADE AWAY 140861 E FOUNDATION AT A MINIMUM 2 PERCENT' SCOPE FORA MINIMUM DISTANCE OF 10 FEET MEASURED FROM THE 1OLMIOATION_ 2. FINISHED GRADE AT EXT, FWNOATX)N WALL TO BE A MINIMUMS*NCHES BELOW THE TOP OF THE FOUNDATION WALL 3- TOP.OF FOUNDATION WALL MUST RE AMINIMUM OF 12 !NINES ABOVE THE DITANAGE CURB PWCU S 2 PERCENT THE DISTANCE FROM THE DRAINAGE RS TO THE FOUNDATION. Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. I —I 4FOUNOAIION SECTION 1/2" =1'-0" is I ,i- _.II I ,!=!i 8 1- 0 co'Z 0 cr 01 TN 5 Z 0 a u. u3 w J 2- to Q q 0