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HomeMy WebLinkAboutPlansCarbondale (6 miles) Aspen Equestna Estates erise Subdivision Highway 82 Catherine Store Garfield Cty Eagle Cty Dakota Subdivision Mid Valley Metro Blue Lake Subdivision rfoio Roaring Fork River Existing single Fanr ❑ Homes ❑ ❑ ❑ El Jebel ❑ 0 ❑ 0 Subject Property Garfield Cty Eagle Cty Vicinity Map City Mar Basalt (5 miles) Crystal Village James & Vanessa Biebl Parcel Number - 2391-333-00-045 Sec 33 T7 S R87 W 6th PM Garfield County, Colorado Setbacks 1 "=50' 704 289.65' N 01 d 15' 00" E v Existing Septic Tank (to be replaced) 0 1) c 0 u Existing Well kti/d)461 refaii(e44-ei4-4. e �. /G,f/ /g f4 /0 , , ✓'ie''i4'1 / # l,!//Cd/ lie),4 fYfi "s?+`-' /';1. • &A -44e/ e,.// ,e-ef1,r ere / (// r , 2.30 acres ent Basin Fitch tc Date 11/29/10 Biebl Site Map 1"=50' Page 1 APPROVED GAON: �.w COQ NO INSPienOW BOUT MESE MANSON Sinof 8' 7'-8" 38' 6'-10" 6-10" Top of Pad = 98' 8" (typ) 2' 28' 6'-10" 6'-10" As Built Foundation Plan 1/4" = 1' 8" 1'-4" 6.1" s4.,9 Date 11/29/10 Biebl 3 (2x8) / 2x6 decking 2x8 16" p) 4'-8" 2x6 TSG Decking over 3/4 ply (typ) 2x10 12" oc (typ) TOW 99' 1/2" - = (typ) 3(2x10) Crawl Access TOP Existing Space = 96' 1/2" (typ) BOF = 95" 4 1/2" (typ) 8' to 4 112"(ty• pier=98' to 112"(typ pad=96' 2° 1114'I 8' 2' 1'-4" [I:B- 8' to pad=96' 112'(typ) 8' 112"(typ) to pier=98' 4 As Built Foundation Plan 1/4" = 1' 8" 1'-4" 6.1" s4.,9 Date 11/29/10 Biebl 2x6 16" oc 4xi4 treated post (typ) As Built Floor Framing Plan 114"=1 Page 2 3 (2x8) / 2x6 decking 2x8 16" p) 2x6 TSG Decking over 3/4 ply (typ) 2x10 12" oc (typ) 3(2x10) Crawl Access Existing Space 2x6 16" oc 4xi4 treated post (typ) As Built Floor Framing Plan 114"=1 Page 2 16' 38' 28' 5' 5' Deck (to be replaced/removed) 8' 5' 5" 4" Uhl ty press tank A2 5 -4„ Open space Bathroom a 4" 6'-4" Storage 6'-2" 12' Entry Deck (to be removed) 8' 12' As Built Floor Plan 1/4" = 1' 4' L . _ 4'-2" 6'-6" 3' 3' - 6'-6" 4'-2" 4' 16" Roof Overhang As Built Roof framing Plan 1/4" = 1' 16" Roof Overhang Date 11/29/10 Biebl Page 3 ::.. 7 (2x4) Beam Seat (typ) 1111 de PIN, FNM 111 8" x 20" x 43' 4" R5 Fir Beam (tYp) ,Z- —NN 2x6 T&G (typ) II Ili OR ill ill !1 16" Roof Overhang As Built Roof framing Plan 1/4" = 1' 16" Roof Overhang Date 11/29/10 Biebl Page 3 7'_8" 38' 6' 10" 6' 10" 2' 2' top of pad=98' 8"(typ) 6'-10" 6-10" 28' g /2) Foundation Plan 1/4" = 1' O Entry Area Foundation to be determined O 3 (2x8) fill 13'-4" ry£( p) es 4'-8" 2x6 T&G Decking over 3/4 ply (typ) top of pier=98'4 -1/2"(typ) 2x10 12" oc (typ) top of pad=96' 1/2"(typ) TOW = 99' 1/2" (typ) TOF = 96' 1/2" (typ) BOF = 95' 4 1/2" (typ) 2' 11-4" 8' 3(2x10) 2' 1'-4" 13'-4" 8' to pierx 121 /2" � pier - 122""x12" _ w/4 #4 j -bar to pad=96' 112" - 30"x30"x10" pad w/9 #4 rebar crosshatch 18 -3" 8' 1 8' 28' g /2) Foundation Plan 1/4" = 1' O Entry Area Foundation to be determined O Floor Framing Plan 1/4"=1' Entry Deck and Roof to be determined Date 1 1 /29/1 0 Biebl Page 6 3 (2x8) fill 2x6 decking 2x8 16" o ry£( p) es 2x6 T&G Decking over 3/4 ply (typ) 2x10 12" oc (typ) 3(2x10) Floor Framing Plan 1/4"=1' Entry Deck and Roof to be determined Date 1 1 /29/1 0 Biebl Page 6 D8c1k 6 wa�XlZoo'�lig .to (to be removed/replaced) 3' — 1'-6" 3'-3" 61-3" 28' 14906 6' 3" 3'-3" 1'-6" I— Oinu- 8 Pl f /9/ o9 ac Se 60z /U Tutt.,/ 3' 10-3" 8' 5" 4.-6" 7'-4" 4.-6" Kitchen 10x10 top of finish floor=100' 1-112" Bathroom #2 9'6" x 5'" Bedroom #2 12'11"x 12' 6" Utility 2'x4' — 3' 4' `SB S9, 6:/.63,“ 7/ 7� { 3 Living 13x17 { Entry Bedroom #1 12'11"x12'9" 3 3' 9'-6" L Bathroom #1 12'11" x 5'8" '!k' 0 Entry Deck and Roof to be determined 3.-9,. Floor Plan 1/4" = 1' 11" 5' 6" 7'-6" 5' 3' 9" z n Y1r.eo , rp66.00 I-- 4' 2" 6-6" 3' 3' 6'-6" 4 2" r 4' NM i MEI 16" Roof Overhang Entry Roof and Deck to be determined iJ M/07 /-5---/ 9, zz, 7 , Roof framing Plan 1/4" = 1 16" Roof Overhang Date 11/29/10 Biebl Page 7 beam seat (ryp) \i MI \`` header=2(9112" LVL) 8" x 18" x 4314" RS Fir Beam (tYP) 77 -NNNNNN% 11 7/8" TJI 110 24" ocfrypp N. N. In MEI 16" Roof Overhang Entry Roof and Deck to be determined iJ M/07 /-5---/ 9, zz, 7 , Roof framing Plan 1/4" = 1 16" Roof Overhang Date 11/29/10 Biebl Page 7 top of ridge =113' top of beam =111'6" bot of beam = 110' 12 Pro Panel Metal Roof 30# roofing paper 1/2" Strand Board 11 7/8 TJ 124" oc R38 batt insull lz� 2x6 T&G Decking 2.15 2(9-1/2 LVL) header 5(2x4) solid beam seat (typ) top of finish floor=100' 1-1/2" 2x6 T&G FlooriQg 3/4" ply subfloor top of ply=100' 3(2x10) topier=98'41/2" top of pad = 96' 1/2" -8x18x43'-4" RS beam (typ) 2(2x8) header 2x furring 2(2x6)_ header 4 4 4 4 C C C 2x10 12" oc (typ) R11 batt insuI 2s Pro Panel Metal Fascia 1x12 Cedar ent top of beam=109' top of plate=107' 6" 5/8" Ply Siding 1/2" ply 2x4 16" oc (typ) R11 Batt instil 2x4 16" oc (typ) R19 Batt insul 1/2" drywall 11" z3j tow=99' 1/2" grade=98' 8-1 /2" (R13 rigid foam insul (typ) 8xT6*cmt�� 8x16" footer to footer=96' 1/2" Building Section 1/2" = 1 Window Schedule Size Mark width height Sill Ht Notes A 2' 6" 3' 2" 3 '6" casement B 2' 10" 6' 2" 1' 6" fixed C 3' 6"3' 2" (3' 6a�i casement D 2' 0" 3' 2" 3' 6" casement E F Door Schedule Size Mark width height thick Notes 1 pr 2' 8" 8 '4" 2" glazed french 2 3' 0" 6' 8" 1-3/4" entry 3 2' 6" 6' 8" 1-3/4" interior 4 3' 0" 6' 8" 1-3/4" furnce/utility 5 6 Date 11/29/10 Biebl Page 8 II L 7 w��r✓ v.4c4 gel zoo? rbc, $ec,hrte- 60Z. JO ) South Elevation 1/4"=1' 0 12 0 © top of ridge=113' fin floor= 100' 1 -1/2" i— top of deck = 99' 11-1/2"N tow=99' 1/2" tofooter=96' 12" top of ridge=113' top of plate= 109' (typ) top of pad=98' 8" fin floor= 701' 1 -1/2" 7 tow=99' 112" (typ) ileVo #65 North Elevation 1/4"-1' finish grade=98' 8-1/2" (typ) tofooter=96' 1/2" (typ) bot of tooter=95' 4- 1/2" (typ) East Elevation 1/4"=1' © © West Elevation 1/4"=11 Date 11/29/10 Biebl Page 9