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Home My WebLink About142 Route 6A plan 5NOTES: 1. ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD OR FACE OF FOUNDATION UNLESS OTHERWISE NOTED. ANY DIMENSION WITH A "CLEAR" NOTE INDICATES FINISH CLEAR, THEREFORE NOTED FROM FINISH FACE OF WALL/OBJECT. 2. G.C. MUST SIZE & DESIGN ALL MEMBERS. ALL JOIST SIZES SHOWN ARE TAKEN FROM IBC 2015: "FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES" TABLE R502.3.1(2), PG. 127, THEREFORE CONTRACTOR IS RESPONSIBLE FOR ALL MEMBERS (WHETHER CHANGED OR FOLLOWED IN PERMIT SET) i.e. SPANS, POST, BEAMS, ETC. AND IS RESPONSIBLE FOR AL STATE & LOCAL BUILDING CODES. t1 C, F 0 MICHELE CUQ1L(3 ~ .; 0 No.34774 il t t STRUCTLIR L f/ 10/4/22 FOR STRUCT. ONLY OUTRIGGER FRAMING SIMPSON H2.5A POST UP ONLY: (3) 2x12 HEADER FOR 22'-0" LONG WALLS: 6x6 POST TYP. BEAM w/ (1K / 2J) TYP. OA. END - PLATE LAP = 2'-0" w/ (8) 16D jX ... 16' WINDBLOCKING: 2xIO WD. JOIST @ 12" O.C. 2 BAYS @ 4'-0" O.C. (TYP.) FOR 32'-d" LONG WALLS: PLATE LAP = 4'-0" w/ (12) 16D w ca w c� _P=; - - � a _ ci LOAD BEARING WALL BELOW 0 6x6 WD. POST BELOW w/ ECC Q 0 _ - _ N CD 6x6 WD. POST BELOW w/ ECCQ _ ( ( ( CAPS (BEAR ON FOUND.) CAPS (BEAR ON FOUND.) - - - - © xIt p j (4) 13/4" x 9 1/4" LVL w/ 1/2" x 9" STL. PLATE E+ E o -^ � o 0 o P a k k C17 o7 (3) 2x10 WD. BUILT-UP BEAM SOLID FILLED CONC. SOLID FILLED CONC. LALLY COLUMN LALLY COLUMN N o 1 I o M 2x10 WD. JOIST @ 12" O.C. rn 0 16' WINDBLOCKING: € 2 BAYS @ 4'-0" O.C. (TYP.) m N N (6 w m - a Ey a (3) 2x10 WD. BUILT-UP BEAM Q 0 co Z Q z 6x6 POST - p .. C) CL v POST UP ONLY: (3) 2x12 HEADER FRAME HEADER OVER WINDOW OPENING z N O N z BEAM w/ (1K / 2J) TYP. OA END z OUTRIGGER FRAMING Q j < ,Q m or_ S 1e N d. U N N O N L a cn 3 SECOND FLOOR FRAMING PLAN 4 RIDOF FRAMING PLAN AS NOTED A1.3 Scale: 1/4" = P-0" A1.3 J Scale: 1/4" = P-0" Sheet No.