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HomeMy WebLinkAboutPlansO O CEDAR STRE APPROX. EDGE OF ROAD 20'-0" DITCH 4 5 135'-0" 0 25'-0" 85'-0" W 4 0 „1/4 SETBACK 4 SETBACK 0 99.5 RE -USE CULVERT ON SITE 0 (X99)-8G"RADE ' ROAD BASE WALK I r 99_-3" STOOP r-- ROAD BASE DRIVEWAY °SITE PLAN /ROOF PLAN SCALE: 1 /8"= 1=0 LEADER GUTTER L silks -„,, YEL�e'T 97.5 9725 GENERAL AREA FOR SEPTIC FIEL i LEADER GUTTER REV RADE 19T•11 5" J =GRADE GRADE 25'-0" PL - COR -A -VENT CONTINUOUS 30 YEAR 3 -TAB ASPHALT SHINGLE OVER ICE AND WATER SHIELD SOFFIT NOTES HOLD SOFFIT FINISH BACK i/2" FOR VENT, INSTALL SCREEN BEHIND 30 GA CORRUGATED STEEL, SAME AS DINING BUMP OUT OPEN GUTTER DISCHARGE ROOF PLAN k� I ilifigiErEEisr,LIAL See Ha Ai/del/we/4A � gid./04n7 arzwevn eviA SCALE: 1 /4" = 1%0 APPROVED SUBJECT TO NOTED EXCEPTIONS h INSPECTIONS BUILDGARFIELD COUNTY batt !DEr 3BY LD OPY 110 H4PPCTION WITHOUT THESE PLANS ON SITE Pate of 4 76 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 aa1l9a4arc.coo Dorsey Moore Residence �f7 reetat 57 . Satank, CO Dale Issued For 7.15.13 100% CD / Permit 5.30.13 90% CD / STRUCT. 3.13.13 SGC PRICING 11.23.12 SD Rev 1 5.10.12 OWNER REVIEW Project No: 1207 Drawn By: OHE Site Plan and Roof Plan A 1.1 1GCOPDINO TO COLORADO UW YOU MU6T COAfAENCE ANY LEQALACTION EKED UPON ANY DEFECT INTHIB SURVEY WRHINTHREEYEAP6IFTERYOU FRi6TDEICOVEP SUCHDEFECT. IN NOEVENT,Eri ACTION rEDUPONANY DEFECT INTHIB 6URVEY fiE COMMENCED MDRE THAN TEN YEIA6 FROMTHE GATE OF TME CERTIFICATION6MOWN HEREON. Block 9 J SOPRIS AVENUE CEDAR STREET r� Lot 21 3 89° 22' 00 n r E 135.00' LCT 20 LOT 19 LOT 18 BLOCK -10 0.46 AC +/- L LOT 17 LOT A 14" CMP WATER MANHOLE (METER PIT) N 89° 22'00* 25' VTIUTY EASEMENT L W 135.00' Block 11 3 8 c x x x x X x X x x N W+E S SCALE: 1 "=10' LEGAL DESCRIPTION LOT A, 17, 18, 19 AND 20, BLOCK 10, TOW NSITE"COOPERTON, GARFIELD COUNTY, COLORADO IMPROVEMENT SURVEY CERTIFICATE I HEREBY CERTIFY THAT ON MARVH 8, 2013 ASURVEY WAS PERFORMED BY ME ON THE PARCEL OF LAND DESCRIBED HEREON. IMPROVEMENTS WERE FOUND TO BE ON SAID PARCEL AS SHOWN ON THIS PLAT ALL EASEMENTS, ENCROACHMENTS AND RIGHTS -OF -WAV IN EVIDENCE OR KNOWN TO ME ARE SHOWN. THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. BY: SYDNEY LINCKbME PLS. 14111 x x LEGEND AND NOTES x x x • FOUND REBAR & CAP PLS 14111 O SET REBAR & CAP PLS 14111 ❑ FENCE POST © CA TV PEDESTAL ELECTRIC MANHOLE ELECTRIC TRANSFORMER -X- FENCE LINE - - - - DITCH CENTERLINE - - - - EDGE OF ROAD & DRIVEWAY IMPROVEMENT SURVEY PLAT LOTS A & 17-20, BLOCK 10 TOWNSITE OF COOPERTON, CO. BY: LINES IN SPACE SYDNEY LINCICOME ( L.S. 14 1 1 1 ) 67 GLENWOOD AVE. CARBONDALE, CO. 970-963-3852 DATE: 03/08/2013 SCALE: 1"= 10' JOB NO.: 13-05 r BLKIOSAT 1 © CO CI I © S O CONSTRUCTION -ASSEMBLIES R1 ASPHALT SHINGLES ----- ICE AND WATER SHIELD PLYWOOD SHEATHING RE: STRUCT. PRE -MANUFACTURED TRUSS R 38 BATTS lNO]TE HD. BATTS CaJ 5/8" DRYWAILL CEILING A4 15'-0" 9'-0" 12' 8 ' 2 25'-0" I 18 3 „ ° 8'' 10'•9 Z' it 10'-1 z 1 24'-1 " 8'-0 2' 3 z Y 3'-8" ::' 3'-8 2' ? 3'-8" 44 8'� a 5'-1' 3'-8 t' 4'•0" 4'-0" 4'-0" a ______y R2 ASPHALTSHINGLES ICE AND WATER SHIELD PLYWOOD SHEATHING PRE -MANUFACTURED TRUSS -.. 30 GA. CORR. STEEL SOFFIT R3 ASPHALT SHINGLES !CE AND WATER SHIELD PLYWOOD SHEATHING FRAMING PER STRUCT. TJI FRAMING PER STRUCT. R-38 BAITS A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail2e4arc.com J O u 38' 38" 3'-0" X 3'-0" TREX LANDING D 2 R ERS 7" x CRAWL SPACE / 40 — 5/gPWg-'_ - -�-� _ , r/� ACCESS TREX HIGH 7 W1 PAINT-LOK FLASHING ASPHALTIC DAMPPROOFING C. LP. CONCRETE PER STRUCT. 3" KNAUF INSULATION BOARD F.O. PLYWOOD I 99'-6 WINDOWS / WITHEC09E(R12.4) O I W2 PCEMENTITIOUS OLYMER BASEDTUCCO EPS INSULATION R-3.6 TAPED AIR INFILTRATION BARRIER 1/2" SHEATHING 2 X 6 WOOD STUDS PER ST R T. CORRUGATED DRAINAGE MAT0:41:' R-19 BATT INSULATION DRYWALL - CHAEL O W ' i 90 ( �•r bei V -4256 �!(I 1 LAUNDRY 1< o STUDYAREA LIN.CL. I �I III I1 I `I 5N 1 m - v I a b ♦ N Z �♦ r \ N WIC. I GUEST ROOM D S W O O N KITCHEN g �: I \, iv 131 W3 30 GA. GALVANIZED CORRUGATED STEEL ATTACHED WITH G�\ p pA ''�, O O � _ _ _ f -Z 1� 1� ff8 \ I_ T 2288 '-1 ],�/ O ` NEOPRENE BACKED SCREWS SC AIR INFILTRATION BARRIER ;c I3 1J m ° b I�� 1/2" SHEATHING R-21 HD BATT INSULATION STRUCT. 5/8" GWB Fl FINISH PER SCHEDULE 3/4" SHEATHING PER STRUCT WOOD FRAMING PER STRUCT F2 2 x 6 TREX DECKING C� 6" O.C. FRAMING PER STRUCT. ti m I \ 1 �` BAT Tv o I © Ell' y ' } �j 3' „ LJ1 I TYP b ( ) 0 - LIVING q I I ! /' � O MSIR. MASTRESS BR I 1 N _ _, �_ BATH W.I.C. —ttT C\ o / \ 3'-1 a 31-8"2'_1" 1 ' ] I I I 4068 ► ENTRY o ay< m =HIGH WALL 5I•1 in R 8' 0 y, / -- _- - il I 41-91" i 2'- i ' 3 c4 11-7"C EQ \ %ZF EQ 100'-0 �a w♦ 3,5 j F.O. PLYWOOD I I H� 99 7'/ , -�- 1 L ` '��� , DINING �•i / \. / � 1 o D;1 R (0e" IN DECK 1 a" I S< 99'-1" OOVEFED PORCH Co bP l0 b COVERED Tex 1 1 N N TR &X ®_ / I I I /� �J F.O. PLYWOOD i Sye I 4 L 97'-11.5" \ 1-0 7'-0" 1t1 -1a 8'0" 8'_p" 8.0 3'0.. 3R@8.5" 2TCo?11" D / 8 U Ali/ e® 1 TREADC'?1 12" 4 a N LOCATION FOR FUTURE GARAGE Dorsey Moore Residence Satank, CO Date Issued For 0 FIRST FLOOR / SITE PLAN GENERAL NOTES • DIMENSIONS ARE TO OUTSIDE FACE OF PLYWOOD OR FACE OF STUD /N INTERIOR PARTITIONS • INTERIOR DOORS ARE 3" FROM 719.13 100% CD / PERMIT ADJACENT WALL U.N.O. 5.30.13 9096 CD /STRUCT. 3.13.13 SGC PRICING AREA CALCULATIONS 11.23.12 SD Rev 1 FIRST FLOOR 1246 SF 8.10.12 OWNER REVIEW COVERED DECKS 274 SF Project No: 1207 Drawn By: OHE SCALE: i /8". 1'-0 , Plans 4 8 16 A 2.1 SETBACK 0 0 C.; SITE PLAA )VICINITY MAP NTS