Laserfiche WebLink
2X8 CEDAR FASCIA <br />W/ MTL. DRIP EDGE <br />6X8 CEDAR RAFTER. SECURE <br />THROUGH EXIST. SHEATHING <br />TO EXIST. STUDS. W/ LAG BOLTS. <br />1 X3 CEDAR TRIM ~· <br />6X8 CEDAR~ GD <br />~ <br />L{) <br />o/ 6X10 CEDAR STR ~ ~ TURAL RIDGE BEJ ~ <br />I (1\ N~v= <br />~ l\7-__ l <•) f>{,WCEDAR <br />m-1--------"'-\ "\,~EAMS BEYOND - <br />CD <br />I <br />~ <br />~ <br />L{) <br />I <br />t0 <br />;:::"~+-~ . J~ 6.,, ~ ► J I <br />-1---------1..1~ iX10 CEDAR BELLY BAND W/ CAP. <br />EXIST. SHEATHING AND VAPOR~ <br />BARRIER. VERIFY FOR INTEGRITY '\ <br />AND REPAIR WHERE NECESSARY. ~ <br />I ,,_,,--6X6 PSL POST CARRIED <br />V THROUGH <br />i 2" STONE VENEER BONDED W/ <br />MORTAR TO BACKER WALL OF <br />TREATED 2X6s W / 1 /2" CDX <br />PLYWOOD, #15 FELT & METAL <br />LATH. INSTALL STONE PER <br />MANUFACTURER'S SPEC. <br />ENCASE FRAMING IN GALV. <br />FLASHING TO PROTECT FROM <br />MORTAR. MAINTAIN MIN. ~/g" <br />JOINT AROUND ALL <br />F RArv1ING TO ALLOW FOR <br />EXPANSION. HOLD DECKING <br />SHORT OF STONE. <br />0 ..- <br />I <br />I'- <br />,iX6 CEDAR DECKINr'./oR EQU ·Z :: !"'-:;-/ C0Ns-ver-./1-,:::.-c~'\ ~ JfL- <br />;l, ~ --: 2X8 TREATED JOISTS @ 16" oJ. ,◄ i }., <br />- <br />EXIST. FIN. FLR. <br />EXIST. JOISTS <br />ASSUME 2X10 <br />·-- <br />~ ------F-IN-IS_H_G-RA_D_E--l-ll-...-.. r:JLJI \_ / U) -------r-.:..;.;,.;.;.;;;.;..;..~:.:.::.::----,..a-a~ .. ;:;;..u.:~ll\~11-\,----------__J""--':i-"\l---'~t"'"·P..~--=..wt;i.,j... ______ _ <br />" ~t [" :1_. i • 4 <br />. ·;;. I :,; :~'I (3\ <br />: II ; • !••~•-,-SIMPSON WET ANCHOR TO SECUR~jl II ~ <br />0 <br />I <br />~ <br />~ ·. · 1 FRAMING TO 'FOorr#6 1. ~ A9 <br />• lf : :k'i: 11 it {. " ,t . 1, <br />t ~ • ,, 12" SONOTUBE FOOTING -~ Ji• <br />l fil I • ovr ""p:~""" i.11 W.4 -tt-....,i-1 ,I <br />'-----l,L4·," SONOTUBE FOOTING . l!: (\ • <br />w I 4-#ts _ 75 e:-l-'--• ~ (.:::;,= ~ <br />o C?r"" son--o ~ • ·· • · • <br />SECTION <br />1 /2"=1 '-0" <br />-/~ <br />1 • n r.'(!, I I I' I I' . , . <br />1 1 : I <br />I <br />~ : <br />__ " ____ II___ \ I : <br />• ~ I <br />I I <br />I <br />r!#~,~~ : <br />t / I I <br />I \ ... : <br />I m ~ <br /><J <br />Q)f---D_E_CK_D_E_T_AI_L_ <br />1 <br />~-.. _1' ___ <br />011 <br />GENERAL NOTE: <br />PRIOR TO CONSTRUCTION THE <br />FOLLOWING ITEMS SHALL BE <br />VERIFIED BETWEEN THE DESIGNER <br />AND APPLICABLE TRADE <br />PROFESIONALS: <br />DIMENSIONS, CONFIGURATIONS, <br />AND CONNECTIONS TO ALL HEAVY <br />TIMBER COMPONANTS <br />1/2" LAG BOLTS AREA SSUMED TO <br />BE THE PRIMARY MEANS OF FASTEN- <br />INGHEAVY TIMBER. ALL FASTENERS <br />TO BE VERIFIED WITH AR-CO PRIOR <br />TO INSTALLATION. HIDE ALL <br />CONNECTIONS. <br />/I u.. CoA/Cf::::~ ~ """Fcor;,,,.._;G--~ /o °E:e=- <br />t'c ~ s;:c;,oor-sr· @ce brtYr <br />Q) <br />u <br />C <br />Q) <br />--0 ·-(/) <br />Q) <br />0:::: <br />--Q) <br />C <br />C <br />0 <br />0 u <br />2 <br />DRAWN: PK <br />CHECKED: <br />-ci ,... <br />0::: C1> <br />rr} <br />~ I{) a I{) <br />0.. z <br />5 ::E <br />"O ~ <br />-0 0...., <br />CD 0 <br />~ 0 N o <br />'q' 3: ,... <br />DATE: 9.11.04 <br />REVISED: 9.20.04 <br />10.7.D4 <br />10.27.04 <br />5.28.05 <br />JOB NO.: <br />SHEET NO.: