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HomeMy WebLinkAboutPlansKURTZ 4 ASSOCIATES, INC . 5012 COUNTY RD. 154 GLENY'IOOD 5PRING5, COLOR.ADO (ct.iO) ct.45-6905 6"0VERHAN6 EACH SIDE 2.51 12'-6" ~ARD RESIDENCE 295'1 GOUNT'r' ROAD 250 GARF IELD GOUNTY, COLORADO 12'-6" GARAGE ROOF : EXISTING GONDITIONS 1/4" = l'-0" DATE : C.ON5TRUC. TION SET: 09/oa.Jo6 '(J H~ APPROVEL> 8lJ&JSCT TO NO'MD CJESPl1()NS & JNSPEC110fft' OARFlELD COUNlY 8UILDINO DEP AJff~E :Ate \\:f C,•()~ By ~ F1EL COPY ltO INlrfCTION wrrHO.n l NIM Pt.AHi ON Slff -,.~ nr . 4o:rt~a...1~ ~ F. au.Lf..'j:/) KURTZ c$ ASSOCIATES, INC. 5012 COUNTY RD. 154 cSLEN~OOD 5PRIN65, COLORADO (q10) q45-6905 P~YIDE <1/16" THICK STRLJC, TURAL SHEA THING (OS6 OR PLY~) Y'V' 32/16 SPAN RATING 1'6EVELED 2x 6LK'6 -NOTC.H FOR VENTILATION 12'-6" ~ARD RESIDENCE 295q GOUNTY ROAD 250 6ARFIELD C.OUNlY, C.OLORADO ~1.3/4" x 14" LVL 6LK'6 6ETY'-t EXIST. 2x6'5 EXIST (4)-2x6 POST 8 12" O.C,. - SEE DETAIL 'C,' FORUP6RADE 12'-6" GARAGE ROOF : STRUCTURAL UPGRADE 1/4" = l'-011 DATE: CONSTRUCTION SET: OS/0'1/06 u~~ 4t 10 KURTZ $ ASSOCIATES, INC. ~ARD RESIDENCE 5012 C.OUNTY RD. 154 GLEN~OOD SPRINGS, COLORADO .295'f COUNTY ROAD .250 6ARFIELD COUNlY, COLORADO DATE: (<::no> c::t45-69o5 ... ... HST-2 STRAP TIE (MFR. = SIMPSON STRONG TIE, coJ EACH SIDE BM w (6)-~/e" dto THRU BOLTS (5)-2x6 ROOF BM l.l/2"k . TOP 4 60T1 ~ S'-0" EAC.H SIDE (5)-2x6 ROOF BM GON5TRUC. Tl ON SET: 09/0Cf/06 STEEL PLATE 3/e" x 6" x I '-3" "11 (:2)-S/e" dlC3 THRIJ SOLT TOP 4 SOT (GA = 2.112 11 ) --EXIST (4)-2x6 POST --~-11 0_=-~~:-.. B~EA~M_U~P_G~R~A~D~E-------------------------@). KURTZ 4 ASSOCIATES, INC. 5012 C.OUNTY RD. 154 GLEN~OOD SPRINGS, C.OLORADO (<=no) c:r45-6S05 ~ARD RESIDENCE 235C:f COUNTY ROAD 250 GARFIELD COUNTY, C.OLORADO ~,,~\\\\\\111111/if//f/t. #' ~~o rir:e·~I.! .~ ~\~o<>OCOo //(~:.~""'!.\\ 31\ Y f0!j., .. :::~ . ._, j ... ~ ~ 'll • : • n ~! ~-~.o I . . ' -.... ' ~· , ~,--s . \\\\'~~~~ ~ I JJ;,.,,\\\\ DATE : CONSTRUC.TION SET : 09/00./06 STEEL STRAP 1/4" x ::Z" EACH SIDE 6M BENT PLATE 1/4" x ~ ~ Y'V (9)-518" dta THIW BOLTS l.l/2"k . TOP e BOTt ~ l'-4" EACH SIDE (S)-:2xl0 FLRBM STEEL PLATE s;e· )( 6 11 x l '-S" Vil (2)-5/t!J " dta THRU BOLT TOP 4 BOT (GA = 2 .112") EXIST 6x6 TIMBER POST -~-.. L_= 0_10~_0 _~....;...B.;......;E_A_M___;;U....;...P~G-'-R-'-A.....;D....;...E~-----@