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HomeMy WebLinkAboutPlansIt is 1) 1) 11) S )i design + build RI S BLAKE AVE. GLENWOOD SPRINiiS, CO 01601 91 TUNE (971)) 945.0240 FAX (970194)-66A5 61u e)i:palaninobenh-cam e /-/.4/2/44111MA /c7/ ,'a,) /(/1-7 //-yi/i/ A APPROVED 1#,TECV T NOTED EXCEPTIONS & INSPECTIONS ARFW'ELD COUNTY DU : D G DEPAR NT D COPY INSPECTION WITHOUT MANSON SITE of Beckley Garage + Cabin 1962 COUNTY ROAD 132 (MITCHELL CREEK ROAD) GLENWOOD SPRINGS, COLORADO w 3 w v a) 712 {.) w C_!7 SYMBOL LIBRARY: WIL4615 SEDT ON SECTION OETAL MARK RETAIL REFERENCE ROOF SLOPE ELEVATION MARK SYMBOL YUNDOiv SYMBOL INTERIOR ELEVATION MARK NORTH ARROY DETNL Tuny1BER SHEET WHERE LOCATED PETAL NVMBBR--- SHE kccAE RETAIL NumeeR SHEET /WERE LOCATER RISE: RUN T. GONG. 190'-0 0 0 7 MATERIALS: EARTH UNDISTURBED PILL n 6RAV EL MASONRY BLOCK BRICK 51'010 '//II, ASPHALT CONCRETE NOOD MUSH PLyrOOID METAL STEEL INSULATION BATT u1►�1artH'rr'rtNii wu R7GO FINISHES GYPSUM BOARD PLASTER 111111111 CERAMIC TILE STONE 11,I,I,IrI,lILl1 CARPET MISG 'iMiQia OYERFRATNIIG SITE DATA: PROPERTY ADDRESS: LEGAL DESCRIPTION: ASSESSOR'S PARCEL NO.: ZONING: LOT AREA: OCCUPANCY GROUP: CONSTRUCTION TYPE: SQUARE FQQTP- .Z COJNTY ROAD 132 (MITCHELL CREEK ROAD) CODES: IBC 20d IRC 202 section: 27 Township: 5 Range: EA TR IN NE5Y DONT .154 AG, ALSO A TR CONT .40 AC A5 DES0 IN I5K 1051 P& 441; AKA PARCELS A, B, G AS DESC IN BK 1324, PG 1S 1-1B9 2119-2.13-00-013 RURAL 1.184 .r- ACRES R-3 TYPE V L011ER LEVEL ENTRY LEVEL. GARAGE EXISTING PROPOSED N/A 5O. FT. N/A 50. FT. N/A 50 FT 0.0 5O. FT. 1063.0 50. FT. 10310-0 50. FT. TOTAL 0.0 50. FT. 1063,2 50. FT. 1031.0 50. FT. SUBTOTAL DECKS COVERED ENTRY N/A 50. FT. WA SO. FT. HAA SO. FT. 2100.0 50. FT. O.O 5O. FT. 0.0 5O. FT. 2100.0 5O. FT. 0.0 SGL FT. 0.0 50. FT. TOTAL N/A 50. FT. ALLOr4ABLE MAX. HEIGHT: PRINCIPAL BLDG. 40'-0" PROPOSED MAX. HEIGHT: PRINCIPAL BLDG, 23'-4" PROPOSED % OF SITE COVERAGE: EXISTING NUMBER OF BEDROOMS: N/A NUMBER OF BEDROOMS: 2 TOTAL NUMBER OF BEDROOMS: 2 ON-SITE PARKING SPACES RE012.: 2 EXISTING ON-5r(E PARKING SPACES: N/A ADOrTIONAL ON-SITE PARKING SPADES: 2 TOTAL ON-SITE PARKING SPADES: 4 2100.0 50. FT. 2100.0 5O. FF. SHEET INDEX: COVER A1.O INFO SURVEY A1.1 SITE PLAN A2.1 LONER LEVEL PLAN A2.2 UPPER LEVEL PLAN A2.5 ARCHITECTURAL ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3,3 EXTERIOR ELEVATIONS A3.4 EXTERIOR ELEVATIONS A4.1 IAIALL SECTIONS 51.0 STRUCTURAL DETAILS/NOTES 51.1 FOUNDATION PLAN 52.1 FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 1 0 z 0 0 U s gzff st N j - 0_ '14 ut a r'e 1i '2a_ .6 A X 111 -et` JPAA +,>:m design + build =.611_\NO(U CC?. C1641 I`NONI 07019454:2,10 I AX'RCN 4.11-1910 • ._ �r�x14..eW:M hIV'3d14R'�4',,w 8 O 114 1111 A1.0 0621 A2.1 WAOF 51 814 sq.ft. 1.19 acres PROPOSED GARAGE/AIX) +61 - xls-r. GRAVEL / ,,/ DRIVEWAY k7(E6 fr USF a .1; _ki Fre r u rt design + build 1I5 BEALE ME GLEVRoconsitriGs, CO mai MOON" 07,09 3.-$4) FAN (ld )151-i4irh A1.1 0663 A1.1 (reiegrr) 4-5 1/2" 16'-8 '7/8" 1 11'-1 5/8" 12'-1 1/2" See. -lura A1%h»'i GENERAL NOTE5 1 00 NOT ^ ALE 01,415,65 - 000100T ARC47E0T oR 10!IN0 0 ec Nce0NNS 95040! acts c 1015546 ©FORMATION_ 2..e cPL-Y 2110 PU ALL OPGNiLE 9UILPN6 CARES 9 GPe11010 34TH MATERIAL 00 EQUIPMENT MANUFAOTVTBx0 RECOMMENDATIONS. 3. ALL 0010150115 TO FACE OF FRAMN6 UNLESS NOTED 041&021SE. 4. 011FR1014 Y1+LL5 TO BE 3X6 • ib' O.O. 0LE555 NOTED OTHE1 40. REFER TO 51RUC11.14.A100104465 5 11OTERlOR 34°15 TO DE 3144 • 16" 0.0 UNLESS NOTED 014ER250 REFER TO STRUCTURAL 001130465_ .106caRtleri D�04 011540. 0575. AND RAFTERS. C.4011•1 T. COORDINATE J0151 PLACEMENT Y4TH 14 1001.6 FIxnmE v.Y(u1. 6. HOLD ALL RUM10NS TRAPS 2.5 1-116H A5 P055®LE. 0.00100ATE 34TH 048000 ACCE555 105. 1. NO VO4T OR PLUMEI N5 STAC45 ARE TO 6E LOCATED 4 PARTY rows 10 THE UPPER LEVEL 000.046 514445 ARE TO BE CAST RONl ✓ 5110 THEY REI!_ THE C1A3u. SPA©!" 11. THE W11761£ OF 10105E 0014000515 ONLT TO 012APHIG0L2Y 00PIGr THE 6902040 NAT405 OF THE FORK THE CoNTRA6,712 5 15500451171_5. FOR CONFRIM45, 00005045 400 5E0E0T04 040510414104. 020005595 AND 7E0440.E5 OF COh5TRULTI01. THE ARGNREGT 0110/01 E.46411. SHALL ee 7.011140! OF ANY MARIA:10H FROM 04!945045 OR GOND EONS SHOlW 4 THE 0RA3463. iferwiti 6ARAG E 115 # Y5- Y8, T. GO 100'-0 F. .1080 4-5 1/21' i 4-1.1 T-11 3/80 5'-1O 3/4" 2'-4 44-5 1/2" /5' LOIAIER LEVEL FLOOR FLAN 1/4H'= 11rOl1 2'-2 1/5 1' ,2,5 a ,� r� /1 /00 4 design + build LW) ffikr 1 R11911f WE {{i.7R114T7k�&L'#t1 a m us5141egvNUlmWnv6m1 U <O -<0 Ce U !a: O- D gam° 4,0 4,0 10 A2.1 Untitled 4 5'-0" FUTURE MUD ROOM 215 AV -5 1/2" 15'-q 1/S" _- STAIR _- , 1 6 511 C°> 4a O' 10'-3 1/2" K I TGH Eli 215 ISLAND T. PLY 111'-0 5/5 ALF WALL PER CODE TEMPORARY % 1tRr'R0Or 1 K- @ STAR OPENING-t9UT lDt- BtLDIN6 FOOTPRINT- PN OOTPRINT � EFER 1 1 BATF -L 2'-d1 1/2' 4'-0 3/8"215 S'-5 5/S'I oPANTR'L NEN/STORAGE 0 LIVING 21 Xltri lIl l 11'-q 1/2" •10 1/211 10'-3 1/4" U_0 in in 41-q 3/4" 10'-11 3/&" '/SII 2610 5'-S 3/S" CLOSET 610 4010 BP CJ9 4010 BP CLOSET OA4ERAL HQTe5 PO NOT SCALE OTR.a®1t i . LORTACT !Rr TIE01 OR OrdAEOi 0060011116 06015/11.66045 OR 1416.40 FORMATGx 2 CCNIRY AIT11 ALL APPUCAZLE Bu6D66 COOLS /d8J 0010011 /-1411 YIATBRAL AsC• ECL/ AORT 1M1ULA41✓IRERV R_0 AENDATIOTS S. ALL 06166540115 T TPALO PALO OF MA NNLS UNLESS NOIEP OTNERA5E. •. EKTERIOR PULLS TO 6E 1H6 • 16. O.G. 4616E95 145. A OTAVORSe aTIERY YNLLS TO D 60 a4• 6 0 C 61ILE56 01100105E REFER TO STRWNRAL DRAnN4O 6. 016G 4 ALL 5-202. A0T5. ARD RAPTORS. 0*084 .IGSTS ANO RAfl$ UP. 1, COORDI`UTE .POST PLA 0.1041.810 PLY66566 P6TTVT4 LATOCT. a. IK}_o ALL PU004*6 TRAPS AS ASA AS P05EA1-L 0 00000*5ATE /411 CARROT IVF 04101 a .0 0<Aw4BSTACKS 105E LOCATOP 10. 1616,1111. REVD_ /166113616 STACKS ARE TO BE - CA9T RCM 1..111{. 1101 /1.5.06.160 0R/IIL. 9PAya 6RX000AL�iY MALT TAO ddOSEEP R LNATURE OF 10 RT^JRY. THE CONTRACTOR 61ESPON606E PCMB CONPRxd6 DRAINVOlva AND S&ECTiw6 PABRALASOR FROCEfOe5Wm 1PO.C.O..EitY001.51IWC701LM AIRG12151.1 ANDSOI @06.111:.90ALL BE WNW OP *Rtl 1144 TT E ORAA5*69 9 E4 006011110N5 3056 G5 3056 U.� .. l: I) 11 U 1l a .1 4U' TSF 1 CII IIT^' Niiirign + build - -015 BLAKE AVE GII:NW OOD SPRINGS. CO. 81601 PHONE (970) 943.8140 FAX (866) 431.1930 w x x.TidkwuxsaxAi1 W.IE.enn 6-6 3/4" 0 6"-6 3/4" 13'-1 1/211 L --- UPPER LEVEL FLOOR PLAN 1/4"= 1'-0" 1140" 0.H. 0 9 �l N 2-5 1/2" 0.H. (V.I.F.) 12:12 6ENEFLAL NOTES 1 po NOT 5C.tie L.C41,05. CCMYAC.T ARCJ114GT 0400 0..5 ARE OK 055.3 5RORJAA COMRY r.TH ALL IA.IPL •O E 840.05.0 CODES Atm C000.044 TV1N HAT1044. AIO BO/PMOwT MA1LTAG11.15E14 RVOcnORSATY.M A ALL 1001100018 TO ?ALL Of ARA.. IALBSE. HOW 101501x08. 4. ECERIOR RALLMASE1S TOES 1b BE 9 A W' 0 L. 000* 4.110100 TN,L4 TO de o.•• ti 00.0 1IPAL~Hort, 641104,46E 6RE4 10 6104 1. 2 we.0OPTgAtss LRa F1F5 1sn RAFTERS 1.C00 AYOJTE JOIST ALACd40JT 1x4111SOE D SOaDMs. AU40461RAPSA81.464 AS 1.055aE 0010 0044TL ATR 1:AEATT 2(0550010*. 0. 10 VI NT OR PLMBAIS STACIIS AZ TO BE LOCXIW N PASTY BALLOWS DS OMER LN;L ALMS. 5TACA5 JAE TO BE CAST PON BAAL 114 010041 1110 004210. N. TRE ruNOSE QTAW 011446 TM8100104 TO 01000404-4 T THE 0001441NFVRL OF TE 4000, 0110004140441.400005010011000 POR 1 00 � TECiO OaS 0' TRAL005 ,TON1 ARl TECTMOr0R E146410ER 0141.- BE 410115A17 OR AST VARIATION FROM 1001100045 OR 00/611055 SHORN N THE 0RAYASS5 ARCHITECTURAL ARCHITEGTURAL RO F FLAN 1/411= 11_0,1 design + build 815 BLAKE AVE. GLENW'OOD SPRINGS, (U. SHAH PHONE (971}) 94541241) FAX (866) 431-195{1 xxw.14d4 1101ehNa0w I_.nm .E 013 U 8 + ado .9ao8 two h. miff X08 cu U 11 e O 2 4 A 5 74 A2.3 URtRIed 4 TT1 T.TT T OiNgRAL NOTES I DO NOT SCALE 00..A1104S5 - CORRAL T ARr_401154, 15.1654EOR CCAICOO:245 peCAMS•DIGIES CIAIASSRAS INFORAZATKAA 2 COMPLY MTh ALL APPOCABLE &A.M.& COPES fr4OCOtH )5111 1121001t 00 EMT -04 mawrALTIAKERS' A040?00124P21101S O AL -L. 1.-0A-10,05 To vAr....5 oo MAK,. ALONG NOCED OTAIDkreSE 1, 40TOTA2A. roALLS TO BE 20. • lb' 0 C. IAL006 wrrar OTHEAnSE 095*10 ST•Le..TuRAL 0IWO+25 5 tarp..am Whi-LS TO 00 2-.4 • lb' OD 1...155 NOTED ONDDV5E, RYER TO 511TOCAIALAL 9PAA010010 b. CALeill 511.525. JOSITA AM RAFTERS. CRONY aosoc RAFTERS LIP. 1 COOPOINATE JOST rn_ACEI,DiT 001.11.1.1,1545 rtATIA•E b. HOLD ALI. 1.1103146 75r5 10*46!! 10 reSSIXE. •TOODADKATIf WA CARNET .c.ces,oftts 5*45 vENT OR. 0110.40115 STACKS ARE TO BE LOCATED 01000 42 uPbeb, LEAL FoAtEMS STACKS ARE TO DE T unTi. "NEI' REACH TAL WAGE rinarOSE Or THESE DRAresSS 004.010 CALI, DOACT 'NE 6/219TAL 1021.02 OA TM T11E COKOZACTOR 1•2•01.645LE. Pm. DT0.S0014. AND SW:GT*46 FA1550CA150N 047 000T51451001/ T ANVAC. EN51100054.11 155 “Ore WA ATVS FROM '.T.TTJTETIEfir5 CH04.10111. er THE ,R-Hes...HTHE, GORRU6ATED METAL ROOF. TYP. PL. (1.-0 5/E3 ONT. MTL. PRIP P&E, TYP. voyst PER PLAN OOD BRAC,E PER LAN, TYP. N IOUS 50ARD MANG, TYP. A NR ENEER X MATE FINISH RAE, TYP RED DOUSE • ,rchilectuye. design + build 815 SLAKE AVE GLENWOOD SPRINGS. CO M601 PHONE 070) 945.8248 FAX ORO 4314950 ----- - - • O"EST ELEVATION 1/4"= 1-0" A3.1 Ihttled 4 6aNr.8AL.1.10-re$ 1 DO SOT SCALE PRAYONGS - CONTACT ARGNITECT cw. f30Acee GOAGG.E4N8 DEOREPENGIIM OR 1411.Se. 04104.14471G4. 2 C.4144eLT ArrIXAALE *AM* CODES 404000GORAs reTm RATENUAA -1.101.01ARREeT eveGrACTIARERS' REGOA&CADAT104S. & ALL OreGrE42116 TO FACE DT PRAA0.3.1.4.1&6 NOTED OT1494045E. 4. EATEPUORYIALLS TORE 2C3. IWOG ALMS NOTED OTWERAISE RITER TO SINGC-TeRN- DRAeGGS. S. MICRO% )441LS TOSE 2.4 eV 0G. UNLESS ROME. OTHEROGE. REM/ TO STRUGIVRAL DRARNGS b C**M*. SRO% JOISTS. NCO RArnms. ViCria ...O151SR.Al MRS IW, 1. COOKINLATE .106T RACEME.' MTN PLI/145115 .AvrAl 1411114 A 300 144 41444011-41. 1*434 1106 1111 GOOREVATE r.174 CAGNET AELESGORAEG 4 MO YD.,' OR PL1146.94 EVACRS ARE TO BE LO6417_0 el PARTY WALLS 10. NE WIER LEVEL eLLAIONG &TACT& ARE TO BE 11466 RON INTL Ther MIKA 1.1.1! CAR.A.I.. IP.ICZ R. THE remeosa OF TRCE D14.4..70.6.3 ‚6 041 TO 64141111X -ALLY DEMT Tee bEAERN. 3T1106 02 TeE IAGARC TNE cow...GT°. 0 RESIONVSLE FOR WRIVP4.16 0410011 .0 SELECTING FAimcAno. rmarAZ6115 ANA Vlic,440.45 Q11CATAGT441cao. TI -EE 30111446 1141011t 6402.1.1140beALL BE 061602 oe ART Y30441TO. 11R014 01.11&410A0 C41474110.19 GAWP IN 'NE DRA41116S -CORRUGATED METAL. ROOF, TYP. ----CONT. MTL. DRIP EDGE, TYP. WINDOW PER PLAN 1^400P BRACE PER F'LAN, -TYP. CEMENTIOUS BOARD SIDING, TYP. MASONRY VENEER, TYP. - APPROXIMATE FINISH &RADE, TYP. T. PL. 11.1,-0 5/5 OSOUTH ELEVATION @ 1/4"= 1'-0" T. FLY 111'-0 5/8 12 El 11 11 0 1: design + build 815 BLAKE AVE (JLENWOODSPRflFGS. CO. R1601 PliONE(970) 9454240 FAX (866) 431-1950 11' led&AA..vhirAwe,A., A3.2 Untitled 4 GENERAL NOTES 9 DO NOT %A&! P4.4•41440 GONTAGT ARCARECT CR 19464455.. CONCERNING. OICREPENCE5 545N0 NAORMATKRA GOP.P.O. Att APRZABLZ 5117_0045 GOO55 Amp r•I• no.TETto, 440 NA4tANLTLRER5- P.F.GO....1DAPAIIC•4 B. A.. De4ENSONS TO FACE Of FR44.043 Uhr-lao NOTZOOTNERAI55. 4 EOZR.O. OW -LS TO De 20. • 16' 00. 1.04250 NOTO, onnawne RIM& TO STRUCTIPAL OR4rC4S5 5 WONG. WAILS TOSE 2•4 • 46 01.. 4*1E55 NOTED P THOTAde RUM TO 5140014.644.09*41506 6 CROAN ALL 51105. 05Th. ARCA RAF-WM. GRA.. ..0515440 RAFTER5 7. ZOGRONATO .05T •LACCRADRARN 0.4.04011*41969*6901.0 COoKONATZ CASART ALLESSMES 4. 140 •Dcr 09 05.4.555455 STACKS ARE TOW LOCA715, IN PARTY riALL5 iO. TNE WIER LEvit..15.4573N5 STALKS ARE TOSE CAST OtOti ORM TOY RDA -A Mt [AAA. Y.C..E. 5. 114445149601001440440944141.5*0011110 O RAPACALL', CRRLT TNE SORRN. WIRE T•E TNE CONTRACTOR 9 R5550.5/315 FoR 4403696•446 9*'l555+0175 AND 551203745 FAORICAMON 5301455555 NAP UG.AWS THE ARCAT5C7- ANVICR 0.46•45‘ 9.04A. 4014014390446 • vARATIoN 44143444023030030410144 11440132 N T45 ORA•75455 CORRUGATED METAL ROOF, TYP. GONT. MTL, DRIP EDGE, TYP. MASONRY VENEER, TYF. T. PL. 11cr-o 5/5 (;) GEMENTIOUS BOARD SIDIN0, TYP. ININDOV\I PER F'LAN JAIOOD BRACE PER PLAN, TYP. APPROXIMATE FINISH GRADE, TYP. T. PLY 111'-0 5/5 T. CONC. 100'-o 1'2 I 1 HI I . design + build 81.5 BLAKE AVE GLENkVOOD SPRINGS, CO. 601 'HONE (97iB 445.8240 I AX 066)431-1,M g 1 L 2 41 ONORTH ELEVATION g 114. 11-0" 8 A3.3 Vatted 4 fl EAST ELEVATION ( 1/4'L= 11_01L 6ENER.A.NOTES 1. PO NOT SCALE Ga.4Y*55 - CONrACX ARC,MIEOr aP4* EBt.G_ 12CGlVKR90F065046 A �r mli MA E T' *($,506 ERS' RECA4M19.0A7019. 9 ALL Ov+CN9.0T6 TO FAZE OF FR W RS 1410 6 NOTED OTNERY 116 4. EXTERIOR RiALL3 TO 19E 2X6 • 16' PC. 1.R11.1:93 NOTED OTNERMi9E REFER TO 5 RUETWI GRAROIG3 5. HTERKi5 WALLS TO 9E 2.4 • v6' OG. 1NLe55 NOTED OTIERYVSE. REFER TO STRUCTURAL CANVASS b. GROYH ALL STUDS. JO5T5 ANP 564'6555. CROON ,OTS ANP RAFT1L5 W. 1COO(TE.09T PLK,[HVNR ENT N 3M9m5 TU.n vTH CABIN 0.6-11 S0eirs, 14411� •056,0M • NO 4EP4T GR FLM0NN6 5TAGc5 ARL TO 9E LOCATED H PARTY WALLS 10 THE UPPER LEVEL FLU: 9916 37ALac5 ARE TO SE [Jai ROI DIM. THEN. REACH THE C.RAIV. YACL ZAAPWAu.r 6,1 THE ',AROSE OF IREE66P1.9144 ... OR TTHE WORK THE C6141RA:•TO615 RMR0455LE FOR. AMOR T 4414,668cc4..4tV1i 110 4Ao•TELT A.RwoR 5.41. DK HOT/00, SNAY1 H r*e 05400460 T. PL. 11 T. PLY ,4t 1'-O 5/8 CORRUGATED METAL ROOF, TYP. -CONT. MTL. DRIP EDGE, TYP. CEMENTIIIOUS BOARD SIDING, TYP. APPROXIMATE FINISH GRADE, TYP. design + build 815 BLAKE A\'I. CILLNWOOD SPRINTi5. CO. 81601 PI{ONL (970) 945-8110 FAX (866)4.41-1950 xaw Tadh,14xs.itiy�-Ipl6a,4, 8 z o 0; 44, 1 A3.4 unt8led 4 0 &ARAGE 115 1 1 BUILDING SECTION E 1/411= 11 -ODI ATTIC SPACE, TYP. - Y"(INDOIN PER PLAN WOOD BRACE PER PLAN, TYP. APPROXIMATE FIN15H GRADE, TYP. T. PL. 119'-0 5/5 11 T. PLY 4 1'-0 5/8 T. GONG. 100,-0 5/8' PLY SHT6,--- — - _. _ _ C.ORRUGATED... A METdL RPOFM6 -` Ix6 PANE SOFFIT. 1 T. PL SEE A5.1 CONT. ATL. - GUTTER 2X6 FASCIA T. PLY 5EE PLAN sEE PLAN O.H. fC S.*. k 1 t ""cst ••••• LF ifirt TRuss PER PLAN 5/5" Grill B:Bs INSULA 2x BLK6. POUSLE TOP PLATE g-35 • ...9155 NSJLATION SYSTEM .. INSULATED HEADER PER PLAN - 2X6 TRIM CONT. MIL FI.AEHN6 • 144N12OY1 HEAD - -. Y4NDOW PER PLAN -- 1/2' PLY SET&, 2X6 STUDS • 16' O.G. SIDING PER ELEVATIONS MSS INSULATION SYSTEMi 5/6' FLY NIT& ---HANGER PER PLAN r-- 5/4' PLY SHTG r- FLA. J5T5. PER PLAN 3/4'. 3/4' I- . 4' MN. PENEITFATGN GOLABERSNK HEAD, Dm. T. CONG. SEE PLAN ROOF'b PER PLAN - SIMPSON ASS EA SIDE o TOP 1 BOTTOM OF COLUMN 2% RFTRS. PER PLAN 2X CLT J5T5 PER PLAN -SOFFIT MATERUIL • EXPOSE0 ROOF ENDS(TYP.l -`-- BEAM PER PLAN 6X10 6X6 LVL COLUMN PER PLAN �-- 5/4` THRU BCI.T f3 R.CS ) CENTERED INTO 6Xb POST IN WALL CO T ERSNK NUT ON RUDE FACE 4 CUT OFF EA.T. - -- - 2X6 STUDS • 16" D.C. SIDIN& PER ELEVATIONS �y ----------BIBS INSULATION SYS !`�© 1�--- 1/2- PLY SHY&. ---ATTAG#d COLUMN /VA55 CLIP - TOP 4 BOTTOM —4' LONG. SLAB PER PLAN - .:f PROPOS® &RADE_ -5�Pi,AN 111-.1 11-1 i ISI 1 I� _I 11_11 I_P 1;=1 11 �11111►-1 E i_" r� R-142 F4 A1 -L ID'N°I/LATION UNDER SLAP* R I. 1-1 11111 I :1 r.'ItI IC _ tU rc' design + build 815 BLAKE AVE. GLENWOOD SPRINGS, co. 61601 PHONE (9701 945.8249 FAX (6614l1 -195O ru...� ,dhouuamlinnbxetunt E T (TYPICAL WALL ALL SECTION A 53 got 1RAS NOTES A. MOM tA'r torte: I. Roots ---------.- PSF 2 l3oors-.---------------10PSE 3 Garages -----------50 PSF 4. Decks ---------l0 t SF 5: Basic Wind Speed ----90 MPFH (3 Sec. Gust) e. Stfito.4L COMITIOWt: 1. botching rclang of any smicnnral member ors prohibited unlessdctai.:+ suuclumanes. 2. All dimensions on the structural plans are to be clacked against due architectural plans and any discrepancies shalt be anxdirurled with the architect 3. Any umsmhrrired nmrdif cations to Ore structural plans are al the risk of the person making 11e change. 4 The contract stnsctoral drawings and specificauons represent the finished structure. They do not Er&sale the method of construction. The oonlada shall provide all measures n ecessar) 10 pm1101 the Amman during construction 5. onstlul'tio t5. Any engineering design pomaded by others and submitted for res-iew shall bear the seal and signature of an engineer registered in Colorado. 6. Siam required construction (kWh are nor shoe nor noted on these plans the contractor shall notify the engineer and t. rtginuer shall pro ide sufficient details for Ilk workto pnxccd. 7. All mcrislurr protection shall be the responsibility of the architect owncr'builder. Drainage behind foundation walls and below slabs shall be in accordance with the soils repos and is not provided by Colorado Structural Inc. s. Op&t 144e cools pc'F (1equal? /01:r'tfl 0, 07/13/7 C. #0100A1I1Cl"1 Ort10lrb 1 I ksign of individual and continuous footings is based on HP Grated! Repan 910909'. 2II unusual soil conditions and typesare revealed during excavation. 00000 the Gmtethnical Engineer. 3, Follow ail reecomeodationa in the sods report and retain an engineer if required D. R4U'1U.LM6: 1. Do not backfill agaiaa retaining nails until supposing elements arc in place and securely anchored or adequmely shorn!. and the 28 day compressive strength has been achieved. 2. l'erd) type ed fill. with Soils Engineer prior to backfilling. 3. When walk are backfilled on both sides, backfill equall) on each side of walk rot IT lifts. or es required by soil report. r. 121eODCED COMCR[Fr: ,fit 1. All alone design n lased on the 'Building Code Requimmens for Reinforced Concrete" fitCl1318-99). 2. All structural concrete stall have a minimum 28 -day compressive strength of 3.030 psi. 3. Provide continuous shear keys at vertical Bold joints and w here shown on drawings. 4. All detailing, fabrication, and placement of reinforcing steel shalt be in accordance wap 11e An annual of cowrie I'racure 5. Except ishere otherwise nand on the drawings, reinforcing loan shall conform 10 ASTM Specification 4615-79 and shall be minimum grade 60. 6. All slabsoo-ground shall be 4• (hick and reinforced w 61.4.34"-W29oA'2.9 welded wire fabric or 14 C5 18' on center each way unless nand otherwise on the plans. Reinforcement to be placed in center of slab. Thicken all free slab edges 908' x 8" with 2-05 continuous (lop and bottom). Provide construction control joints in slabs -on -ground not to exceed 13 on center or as shown on the plans. 7. At splices in concrete, lap Ears 36 diameters- ,11 splices in masonry, lap bars 42 diameters. 41 1000010. make horizontal bars continuous r provide comer tars. Around openings and steps in nails provide (21 ISS extending 2-0 beyond edge of opening or step. (Unless noted otherwise on the drawings hoexontil bars at the lop grade beams shall be spliced only at mid -span between piers. and horizontal bottom bars shall be spliced only 01 pier centerlines) 8. Except as noted on are drawings, minimum concrete protection for reinforcement shall be in accordance with ACI 318-99. 9. Control joins in slabs shall be sawn or cm in and spaced not to exceed 12'-0" o,c, 10. Fdlon all reccomendatioos for concrete placement and mix design by 1FC representative and kfanufncturcr tr ICF concrete forms are used r. M.4SO.LV 11114#111 1. F:xlerior stone veneer masonry installation shall comply with ACf 530.1'ASCE 6specifications for masonry Victims as it applies to this project andall materiab. including none mortar. shalt diaimain am installed enmpressn Strength nl fess than 2.180) psi.• 2 Pnuide masonry veneer anchors at 16' on center in each dsreeti0n 3 Pow ide masonry control joins as unheated on rhe exterior amail:tural elm alias. I Frans* steel brads. with a minimum of 5" tearing at jambs. aver openings. 6.. frLI1CTU AL SQL 1 Structural steel shall be detailed. fabricated and erected in accordance with latest provisions of the AISC \Imam! or sleep Constnnctioo and AISC Code of Standard Practice- Ise welders meeting the requirements of the SIWS Standard Quaf(bruion Proredr re. Comply with AWS 1)1.1 Stn einrat Welding Code. All field welded structural connections require special inspection as indicated per code. 2. All sleep shall conform to AS11.1.A9920000pt tube columns which shall conform to .ASTM A503 (Gr. 131 latest edition and pipe shapes which shall conform to ASTNE.A53 (Cep). 3. Bolts shall conform to AST NS A325F. Anchor bolts shall smarm -in to AST\I 4307. Bolt size shall be 3.4"0. unless noted ophensise. Installation shall be in accordance with AISC Spnrtjtnatian for Sfrurnrral Jones Using AST31 A325 or A490 fiats. 1985. 4. All welds shall be made with ExlXX elrclmdes. 5. Provide shop applied paint an accordant with the Steel Structures Painting Council specifications as for all exterior members. architecturally exposed members. any members exposed 10 weather for an excessive period of lime during con tmcuon. and where indicated on construction documents. liovidc field prime paint for painted members at welds, bolted connections. and areas or abraded slop paint. 6. All colwnn base plates shall have 1" minimum groin to provide continuous !rearing. fry pack or group shall be shrink resistant Embeco 153 or equivalent. 7.411 unchur bolts shall pc 3'4"a with minimum of 7' embednvem (unless noted otherwise}. B. Expansion bons shall be "A'EJ-IT", "RED HEAD or approved wedge lyp c, installed in accordance with the manufacturers requirements. 9. Lacatidm and c0onlrnadon of anchor bolt placement shall be the responsibility of the steel fabricato'c: nurator IO.Prov kk bolted : field welded connections fr sleet beams A minimum of four bolls shall be used for all connections 11. Allgood connector designations shown on the drawings are as manufactured by the Simpson Strong -Tie Company. Inc. (Simpson). Any substitutions with custom fabricated connectors shall conform. to Simpson Specifications including plate thicknesses: olds; bearing areas, and size. number and location of nail bolt holes 12. All connection design:Morson the drawings that mo followed by "CIS" (Custom Fabricated Saddle) are lobe designed by the steel fabricator. Submit shopdawiags to the engineer for apgwal before fabrication �iLOAIL WOW s , 9112' Is: I.:rapa r hoe noted aliens all 2' lumber shall be Henn Fir SIS No 2 and baler, andel! solid timber balms and posts shall be Douglas Fd -larch No 1 or better. Glu -laminated harm shall be 24F.V4 rated logs have been designed using the c aluss for Engelman Spruce. 2. Trussed rafters. ce manufactured jags. shall be designed by a Colorado registered engineer to support the full uniform dead and lire loads and any oilier superimposed kends. The fabricator shall detemnine n eb arrangement and member forces. Stresses shall not exceed those allowed by the 1 R(, and all of these members shall be installed per the manufactures regmrenlenls. 5. t'nless other, ise axed, all steel connectors are manufactured b) Simpson Strong -Tic Imam. any connectors by otter manufacturers will he deemed equivalent if their rated capacity is at least equal to that of the/0000101 specified. Follow all M the manufacturers recommendations for installation. 6. Beams. columns and other members labeled "1.41." (laminaied Veneer Lumber) are to have a bending capacity of 2600psi min. and a minimum elastic !nodulus of 1.91:6 psi. 7. Floor sheathing shall be 3'4" thick. APA Stwrd-I-Floor. APA meed a124" o.c., longue and groove. Exposure 1. Glue and nail panels to all supports. 8. Roof sheathing shall be 68" thick plywood sheathing. APA raped 4020. Exposure 1. 9 A"all sheathing shall be structural I grace 1 2" thick plywood attached at panel edges lith 8D nails 6 4" o.c. and BD nails 6 12' o.cal inrerrmdiare samisen 10. Member sizes noted on plans are nem mum ors Conuator rimy use larger sizes if desiecd or requested by architect. 11 Interior load-bearing walls are 2 x 6 skids at 16' a c tinter otherwise mad 12. All exterior walls are 2 x 6 studs r1 (6'oc. to anaximwn height of 12'-6". Fane walls taller than 13'-O'wish Chi studs 6 16' a.c. B. flovide 2 - 2 x 10 headers over alt door and w intoes openings unless otherwise noted. l4. Where header beam supports arena! shown rmanum.ofl I)2x4 os( I)2.6 is requirei depending on wall thickness- Wham supports ars shorn NA not lahlcd. mommwn of (2) Zea or 114.2.6 is required 15. Provide solid blocking at supports for woad joists. A'nlan floor joists spaces beneath solid tar blip -up Rdumns noted on plans. blocking of areaequivalenl. 10 column above shall he provided 16. Pm.-ide wind seismic anchor at supports for all busses and rafters 17. Except as noon otarwIse. mrnimun wiling shall be provided as specified in Table R602.3(1) "Nailing Schedule" of the I.RC.. 2003 edition 2 x 6 studs shall have 3-16d !sails, each end 18. Glue and nail Door sheathing to floor joists isithadhesive conforming to snanufacturer s specificatiom. 19 Bolls connecting wood framing shall be ASThf A307. 20. Fasteners dui AL:Q treated material stall be either double dipped galvanised. stainless steel, or other cn nls,On=resistant. metal designed for contact with ACQ. J. Ab6f2tVILTIOb4: LVI: 1-8E laminated Veneer Lumber beam'heador. TSL- 1.3E TimberSlm,A I.SI. column header T11- Engineered joist frau Trus Joist Mac\lillan PAF- powder actuated fastener CISLtiaom Fabricated Saddle $ T. Wall See Plan Finish grade Sill sealer 1/2" a anchor bolts @ 48" o.c. 5" min. embedment Typical U.N.O. Reinforce slab with 6"x6" W1.4xW1.4 WWF, or #4 bars 18"o.c. Each Way placed at mid -depth. Provide 1" deep conbol joints C 12'-0" Max. each way. 8" stem wall #5 Dowels @ 36"o.c. Alternate hooks T. Fooling see p an b oica ail la Gravel & drain pipe Typical to daylight by others See Plan Follow all recomendation in soils report otch top of wall for slab (Verify w/ architecture's) 5 vert. @ 18"o.c. #5 horiz. a 18"o.c. 2 #5 horiz. cont. top & bottom 2 #5 horiz. Typical Foundation Reinf. 1 1/4" - 1'0" 5'-0' long #5 bars with 2" Clear to soil face of wall @ 12" (Lc. only at counterlfor wall 1111 #5 @ 12" o.c. Veils. #5 @ 12" 0.0. Horiz. / 2" Clearer 1.43)45 bars 0 3 end & top of wall #5@12"o.c. Y J 1 4 a 8 #5 @ 16" o.c. Verts. #5 @ 12" 0.0. Horiz. 2" Clear to inside face #5 Horizontal dowels a 12" o.c. 90" hook 24"L 1 • • 1,1 Js 12" Gravel & drain pipe Sloped to daylight at middle and bottom of wall -� All bar laps 24" r" x • . 2" Clear •.rr #5 Dowels w190" hook @ 12" D.C. 3" clear from bottom of footing 221_ 12" Clear 5"-0" @ Wall Sill pate t T. Wa8 see plan Not AhsOyl al top of wall. Where in middle of wall block out opening al least 3" taller than 11te beam to . e installed Beam ( see plan 1 4" Min - bearing (2)-05, Extend 18" Min, beyond each side of beam pocket Conc. foundation wall (see plan) Typical Beam Pocket T, Le•se V.1.F. Treated plate, or 2" non shrink growl 2)-112"a x 6' Anchor polls. or expansion bolts AIL T. Slab 'lir see plan ALT. Wall see plan For footing, wall & reinforcing see detail 1/S1.0 3 I"-10" 2x Treated sill (rip to wall width) w/ 1/2"a anchor bolts a 24" O.C. T. Wall see plan 'VERIFY Wf ARCH Do not backfill retaining walls untill all slab has been installed. #5 Horiz. @ 16" O.C. #5 Vert. @ 16" 0.C. T. Slab see plan T. Footin see plan Reinforce w (2)45 Cont. This wall and foot4Ig requires a double Mat of #5 @ 12" o.c. each way 3'-0" i Tall Interior Counterfort Retaining Wall 2 3/4" • 1'-0" 2x6 wall above cone. 11 718" LVL Moisture protect T. Slab FWIMIWI 4 See plan Braced Short Wall Dowels @ 16" o.c. 4 3/4" - I'0" ._uoui_all=111111= _111111111111 #5 Vests @ 16' O.C. #5 Horiz. @ 16" O.C. 14" 8" #5 @ 18" 0.C. mm. Mi MillEININIOWINIS •-"-''''''00„..%,"- T. Slab plan see Ram (3)45 Conlinious 21-6" #5 Dowels @ 16" O.C. Short Retaining Wall 3/4"- I'0" (4)-#5 Oars vita vend /-., Coater al both eelds - �t 4" min. Slab see plan See Plan Footing to brace the bottom o1 the foundation walls (can also be poured as pari o1 the slab) Footings Bracing Tall Back Wall 3/4" - 1.0" fel T. Footing see plan Braced Short Wall 3/4"- 1'-0" Le" bars "er - See detail 1/S1.0 for slab & reinf. 30" #4 Dowels 16" @ 16" O.C. w/ #5 Cont. @ nose 7 Protide comer bars to match size and spacing of horizontal wall reinforcing. If retaining less than 61ee1 °Ise!, then a single comer bar may be placed in center of wag. Interior face of wall Soil face of wall 1 192" Clear for #5 bars & smaller. Wall reins, (see wall sections) Typ. Tall Corner Reinf. 8 I" - 1'4)" dip ` T. wall sea plan T. footing nee plan Far wall 8 footing step locations see plan 8 sentry With 81011,160! (2) -#5 min. min Typ. Wall & Footing Step 7. wpll } see plan ‘1, T. foo8 are pled 1/3" -1'-0„ c S • ENfiIM[EttNG SEROIFCES BECKLEY GARAGE Garfield County, Colorado •COLORADO S1RU(1UR0I,IN(.• 3)5 hillier, Unit F P.O. Box 2544 (rested Butte, (0 81224 P-978.349.5922 F-970.349.5926 www- (al o l a d oS 1 r0 t o m !rem BATE • • ISSUED FOR • 1/5/11 Prcg.ess sevru See $.b 9r� ® 11-143 I M. Arbanel�l M. Arbano J Ornwn 3y Checked By GENERAL NOTES & DETAILS s1.c r '((V 9 1 5,-0r" • _pl tr is 4 Af pJ#C,V d ?in s Re,uire lit -cm te07.4 kpfpc-0,1,4-1. cp) e cross 2 Po/ewe 'tY6 pr-vhoy1 . 12-1 1/2" TYP. STEM WALL U.N.O. TYP. FTGrEU.N.O. 2-0" so 7 T. GONG. (� T J 8' Teo 1,iole 01.15 kr -ft.,15 nAs?ether-PI . 4" CONC. SLAB NV #4 0 18"0 EACH WAY OVER COMPACTED GRANULAR CONTROL JOINTS @ 15' TYP. U 22'-5 1/8" NOTE: VERIFY ALL WALL/FOOTING STEPS IN FIELD .c. E. 2-0" I NOTE: SLOPE CONCRETE d TO DRAIN 1 T.W. 100'-0 T.P. 8'-5" 2'-5 5/8' FOUNDATION PLA 1/4"= 1-0" r T.F. AL 1 T.W. 1O&-0 T.F. T.W. 100'-0 T.P. 9b'• -O design + build 815 BLAKE AVE GLENWSOOD SPRLN(!S, CO. 81611 PHONE (970) 945-8240 FAX (AEG) 431.1950 W x x rrAhrux.+.�haaw�r..rm 4a0 hit c98o ct ;440 omei8 T.F. gPr'-0 I 8'-3" 2'-1 5/8" 41t Unttled 4 2x10 @ 16" O.G. R W/(4) 0.0 2x10 1-1—i/S" ML --BEAM .4 T. PLY 111'-U 5/8 E , e2 rc,n111 1/4 Wow/ 1 0 rs P rrwred /f'fi44e lei yethoo Glechtior 444 / /if p 41 1 S erred( 4 (CIF, on I 1)4,p6r47011 - POCKET 11 7/8" ML BEAM POCK 11 1/8" TJI/250 6" O.G. T'iP. U.N.O. —3/4" DIA. THREADED ROD THRU BEAMS 1"1/3x3 WASHERS r --11 7/8" ML S 1 ' r (IN FLR) 3-11 7/8" ML r I / 6Z,, -Q 1/2" sjuji d3 3-11 1/8" ML is • T 111/5" 210 16" O.G. f 11 1/8" ML (IN FLR) I .i ri Ili t Ct 111(C design + build S15 BLARE AVI. (iLENWOOD SPRINGS, (-Alamo] PILONL 197110 945.8240 FAX (366) 431-1950 2x LEDGER YY/(4)16d ® 16" O.G. 6x8 DF #1 „�/�'jjI ATTACH TO U.N.O. —'� FLOORO L N 16d NAILS 4 ATTACH ® BEAM ® 1/4”- 1,-0 Y'1/#10 SCREWS ,/f7 45/6/ 7b PE -ENGINEERED RF TRUSSESQ HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION �(2)1 1/4" ML ■ OVERFRAMING (2)1 1/4" ML In u_ 0' 2x6 OUTRIGGERS m 24" O.G. TYP. U.N.O. PREFAB SCI SOS TRUSS a 24" O. TYP (2)2x8 • ROOF FRAMING PLAN @ 1/4"= 11-0" 46 to N tO x 921:11 11111'S1: .a re1111 C 11. rp design + build 815 BLAKE AVE. EEL .I:N'A OOO SPRINT i5. CO, 1t 60I PHONE (971M q45-8240 FAX (856) 431-1956 u nx ..um Untitled 4 1/2" PLYWD SNEATING 2X6 5111D5 @ 1 b" ac. 2X6 BOTTOM PL. ?Xb CONT.R.W. NU 1/2" AB. 10" @ 4-00.C. T. Fri. 5EE PLAN FOUNDATION DRAIN 5EE 50IL5 REPORT 5EE PLAN I III II' 7 3/8" JOINT MATERIAL 4" CONC. SLAB 5EE DETAIL 2/53.1 FOR TYP REINFORCING 2- 115 CONT. TAB. 7/ (SEE GENERAL NOTE 2D. RE; SPLICES OF REINFORCEMENT) 5EE PLAN 0 FOUNDATION LOW WALL @ SLAB ® 8/4":1'-0" 03050-05 u4 @ 20" 0.C. 2'O" W T. SLAB 5EE PLAN T, AALL 5EE PLAN a4 ®NOSE 5EE PLAN FOR SLAB 4 REINF T@ ,i1/1",,600.1;$ DETAIL. 5EE DTL 3/53.1 FOR MALL AND REINFORCING 03050-10 . 7 • RIM JOIST - T. PLY SEE PLAN T. !NALL SEE PLAN T. SLAB SEE PLAN SEE PLAN FOR FLOOR JOISTS SEE FLAN FOUNDATION DRAIN SEE SOILS REPORT . AV 1 1/2" CUR,. 2x6 R. IN. SILL. VV 1/2"- x 10" AB. @ 45"O.G. #5 HORIZ. @ 16" O.G. #5 VERT. @I 16" O.G. 30"' L� #5 ROWEL. c� 32" O.G. 6" BOND BREAKER 2 -#5 HORIZ. DONT TOP 4 BOT r •.-�.•� +.a�rr„•:�;cn.. .;. a SEE PLAN 2-#5 CONT. FOOTING BEARQ,j� NATIV4.0tSQ)L” FULL HEIGHT FOUNDATION nET @ 3/4°= 1-0" 031•x/-06 r -4- 17-0* TA 1117-0 T,F. LIV-0 2-I1 VW — —1— T. TY4,11477Q. / T. T6' -O E F L. T.)64. 100' T.F. 6'-Oq / 'F . TYP.TEML UN -a \ Tyr, r -rd, uxci NOTE,: 'VERIFY ALL 1NALL/F0OTIN6 STEPS IN HELP 4" CONC. SLAB $4 10"0.Cd. EACH KAY OVER 601v1PACIE1, 6RANULAR. BASE. CONTRCX JOINTS 6 15 0 C. EA, NAY Tyts.N.o. NOTE: SLOPE CONCRETE 10 DRAIN \ ILY1-12V-tk. IT.F. r+ vsziosoi mu: cD r • PD. APPROVED SUBJECT TO NOTED EXCEPTIONS* INSPECTIONS GARFIELD\COUNTY BUILDING DEPA 1 NT Date // By LD COP \ NO INSPECTION WITHOUT THESE PLANS ON SITE \ ° page of / T.F. lEY-O FOUNPATION PLAN 6 3/4";-- V-0" 815111.410: :Iv( OtkINWOCS1 WRP4a,.. t NfoSI; K:14:4 ICA X 41444 t,II.fl 4e.tette.ol A., s1.1 044:10.11