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00 Cy- <br /> r� w <br /> 2TES4 � z <br /> SEE ATTACHMENT DETAIL 'B' w 00 Z <br /> DET. / � � � Itw <br /> O–Jr Q <br /> CONNECTING TOFn <br /> c=n = � o o <br /> TEM ALUMIN <br /> UM CLAD STRUCTURAL WOOD BLOCKING Q 0 0 c° o f <br /> ROOF PANELS D o J = � � <br /> INSULATED -' N " a_ [I- <br /> 0 <br /> EXISTING z oo 0 <br /> STRUCTURE 00 oI o <br /> 2TES4 O `t <br /> r r —O 0 N r <br /> FIG. J1 <br /> 7'—6 Zr)co <br /> Z <br /> J a_ 0 <br /> co 00 <br /> SEE PANEL 0 c/) Q ILO Ln, <br /> SPLICE DETAIL OLLJ <br /> = z <br /> SEE SCREW Lu <br /> o oI--- z <br /> z o X <br /> PATTERN DETAIL z o = Q <br /> 0 N u O_ L- <br /> DTEMO FLOOR PANEL Q <br /> (12" MAX OVERHANG) <br /> rr1 4 x 4 ACQ POST SIZE PER PLAN VIEW => <br /> (SEE PLAN VIEW) D:f <br /> 0 4'—0" (2) 2x 6 ACQ LOADBEAM FULL 4'—0" LL <br /> ry PIER HEIGHT ABOVE z <br /> GRADE MAX. 6" DECK LENGTH W/SIMPSON AC4 MIN O <br /> 0 CONNECTOR OR EQUAL. U <br /> GRADE Z <br /> v =III=III SIMPSON ABA44 POST •. o <br /> II—III—II SHOE OR EQUAL ATTACHED °1. 2 x 10 LAGGED TO STRUCTURE J <br /> III—III W/ 2X4 LAGGED AS SHOWN <br /> PER MANUFACTERER SPECS. Q <br /> a (n <br /> WOOD FRAME. _ <br /> • p <br /> 3/8" LAG BOLTS STAGGERED ONO <br /> MASONRY BLOCK OR a_ }' D Q <br /> OTE: �—V- 0" CONCRETE WALL: L z o <br /> S. ES/�p LEDGER BOLTED THROUGH r,-) W w o <br /> F W�SHi,� L EXTERIOR STRUCTURAL LUMBER CONCRETE WALL CO Y <br /> �o Cep T BE PRESSURE TREATED > <br /> 06 w <br /> tee ' IF OR 1 1/2" SCREWS #8 X 2 1/4" >- � <br /> 7 <br /> PANEL �® 6" 0/CSECTION 'A' <br /> DECK SCREW Q <br /> w <br /> all <br /> I�AA8 <br /> (D Q <br /> A <br /> S� AL 3/8" LAG SCREWS > <br /> Lu <br /> �;) 7 OSB SPLINE--/yTIP OF LAG SCREW Z Q N <br /> SHALL FULLY EXTEND <br /> LEDGER DETAIL BEYOND THE � T- z - <br /> PANEL SPLICE DETAIL INSIDE FACE of < o < �' <br /> BAND JOIST Q � Q <br /> ROOF PANELS: 3", 0.032, 1#, ROOF LOAD: 25 P.S.F. o <br />