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I <br />I POST, CAP & BASE SCHEDULE AM SCHEDULE I <br />SYM. <br />POST <br />CAP <br />BASE <br />NOTES: SYM, <br />BEAM <br />p—ol <br />(1) 2x— STUD w/ (1) TRIMMER <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER BM-01 <br />4x8 DF#2 OR BETTER <br />P-02 <br />2x— STUD w/ (2) TRIMMERS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER BM-02 <br />4x10 DF#2 OR BETTER <br />p-03 <br />(2) 2x— STUDS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. BM-03 <br />3.5"x10.5" GLULAM <br />P-04 <br />(2) 2x— TRIMMERS <br />(4) 16d NAIL (HEADER) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. BM-04 <br />3.5"x12" GLULAM <br />P-05 <br />4x4 DF#2 <br />* SIMPSON PC44 <br />SIMPSON A-35 <br />* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF I Od @4"O.C. BM-05 <br />5.5"x12" GLULAM <br />P-06 <br />(4) 2x— STUDS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. BM-06 <br />HGUS5.50/10 <br />P-07 <br />2x— STUD w/ (3) TRIMMERS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER <br />OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF I Od @4"O.C. <br />p-08 <br />4x4 PT HF#2 <br />ECC44 <br />ABU44Z wl x6" TITEN HID <br />p-09 <br />4x4 PT HF#2 <br />(2) ACE4 <br />ABU44Z w/ x6" TITEN HID <br />4x6 DF#2 <br />SIMPSON PC44 <br />(2) A35 <br />[NOTE: l SOLID BLOCKING BETWEEN FLOOR@ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE I <br />---------- <br />(:D --------------- <br />HANGER SCHEDULE <br />SYM. HANGER <br />H-01 E]- TOP BEARING TRUSS (NO HANGER) <br />H-02 JB210 <br />H-03 HUC48 MAX NAILS <br />H-04 HUCQ410-SDS <br />NOTE: HANGERS NOT CALLED OUT IN ROOF <br />PLAN SHALL BE PROVIDED BY TRUSS <br />ENGINEER <br />a. <br />— — — — — — — — -- H <br />MAIN FLOOR FRAMING <br />NOTE <br />+ INDICATES: <br />i"w WE—�f <br />REQUIRED 1,N FLOOR FRAMING <br />NOTE I <br />ALL FLOOR FRAMING MEMBERS TO BE <br />WO HF#2 OR BETTER <br />@ 16" O.C. (U.N.O.) <br />ELECTRONIC COPY <br />ORIGINAL ON FILE AT <br />ROSS ENGINEERING DESIGN <br />E <br />a <br />i0l <br />P, E T S' - <br />oz o o c a', -a a <br />E a 26- 0 <br />0 <br />:E o :1 - i3 LD 'd u -9 Ea ��d :G.' <br />D <br />E <br />t --2 � - <br />Lu 0 0 M 0 0 <br />O Lu 0 a <br />0 <br />n o 0--go c <br />�u <br />W= a '5 a <br />0 m 2 <br />w <br />of E0 N N> E C <br />0 <br />PROJECT NO <br />DESIGNED BY <br />I <br />�61 givil <br />