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/ (N)4X6 HF#2 POST (N)2X12 HF#2 RAFTERS @ 24"O.C. <br /> / PSL 3.5 XS <br /> KING POST <br /> LUS24 LRU26Z RAFTER LRU26Z RAFTER SKC <br /> HANGER HANGER _. <br /> SKB <br /> P/*j ID Q wLu <br /> UJ <br /> — <br /> m <br /> — m ao 00 <br /> -j <br /> _o �0 20 <br /> Q �J <br /> FRAMING NOTES <br /> (N)4X6 HF#2 POST-� LL 0 XO 7 LL 1)ALL TEMP,SHORING PER CONTRACTOR <br /> U o ¢a vi cvv 2)ALL HARDWARE LISTED IS PER SIMPSON STRONG TIE <br /> I o U a m 3)BLOCK ALL POSTS THROUGH FLOOR CAVITY WITH <br /> WOOD BLOCKING GRAIN ORIENTED VERTICALLY MATCH <br /> I I 2 POST DIMENSIONS <br /> z N 4)ALL ARCHITECTURAL REQUIREMENTS PER OTHERS <br /> 5)FOUNDATIONS SHOWN OCCUR AT BASEMENT.SAWCUT <br /> L = — INTO(E)SLAB ON GRADE AS NEEDED TO INSTALL <br /> (N)4X6 HF#2 POST SKA 6)CONFIRM THAT POST OCCURS OVER EXISTING STRIP <br /> W/EPC6Z POST CAP FOOTING <br /> &CBO HALF BASE <br /> (N)2--0"X 2'-0"X 10" - <br /> DEEP CONC.FOOTING <br /> I W/(3)#5 EACH WAY IN \ <br /> BOTTOM"' \... <br /> - ,...... , w..... <br /> .-2- " <br /> cn (N)2'-0'X 2'0 X 10" <br /> DEEP CONC.FOOTING <br /> (N)6X6 HF#2 POST W/(3)#5 EACH WAY IN <br /> W/ECCO66 POST CAP BOTTOM"' <br /> (N)GLB5.5X9 <br /> (N)04 HF#2 POST' 24F-V4 DF-DF <br /> (DROPPED) <br /> - LL - i t•ns�/q <br /> 2 �1 of xty Gf• <br /> X <br /> �rsen�O <br /> SK . <br /> (N)4X4 HF#2 POST— ) <br /> ROOF FRAMING•,UPPER FLOOR FFF,MIi�„u',,LOWER,FLOOR,_FRAiv_IINu,- .FOUNDP;T(ON PLAN <br />