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BEAM SCHEDULE <br />SYM. <br />BEAM <br />BM-01 <br />4x8 DF#2 OR BETTER <br />BM-02 <br />4x10 DF#2 OR BETTER <br />DM-03 <br />3.5"x10.5" GLULAM <br />BM-04 <br />3.5"x12" GLULAM <br />BM-05 <br />5.5"x12" GLULAM <br />BM-06 <br />HGUS5.50/10 <br />HANGER SCHEDULE <br />SYM. HANGER <br />H-01 ❑- 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 />POST, CAP & BASESCHEDULE <br />SYM. <br />POST <br />CAP <br />BASE <br />NOTES: <br />p-01 <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 <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 <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. <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. <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 10d @4"O.C. <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. <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 />P-06 <br />4x4 PT HF#2 <br />ECC44 <br />ABU44Z w/ %" x6" TITEN HD <br />p-09 <br />4x4 PT HF#2 <br />(2) ACE4 <br />ABU44Z w/ 5/" x6" TITEN HD <br />p®10 <br />4x6 DF#2 <br />* SIMPSON PC44 <br />(2) A35 <br />* OPTION: 2x4 CLEAT EA, SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. <br />NOTE: <br />SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE <br />1 <br />A7 <br />a-------- <br />1 <br />A7 <br />NOTE <br />ALL ROOF FRAMING MEMBERS TO BE <br />MANUFACTURED <br />i. <br />NO CALLOUTS <br />SHALL BE <br />HEADER: BM-01 <br />COLUMN: P-01 (ea. Side) <br />iceLEGEND- <br />- TRUSSES <br />...................... OVER FRAMING <br />WALLS UNDER <br />WALLS/ FIXTURES OVER <br />HEADERS & BEAMS <br />FLOOR PERIMETER <br />FLOOR JOISTS <br />LANDING JOISTS <br />— — — — STAIR STRINGERS <br />LOWER ROOF LINES <br />LOWER ROOF VENT CALCULATIONS <br />ROOF AREA <br />206 SQ FT <br />REQUIRED ROOF VENTILATION <br />AREA/ 300 <br />0.69 SQ FT <br />40-50% IN UPPER & LOWER ROOF <br />ROOF VENT AREA / 2 <br />0.35 SQ FT <br />VENT BLOCKS IN EAVES <br />BLOCKS = AREA / 0.074 <br />5 <br />ROOF VENTS IN UPPER 40-50 % <br />OPTION 1: <br />AF50 ROOF JACK = AREA / 0.333 <br />2 <br />OPTION 2: (ridge vent) <br />CORAVENT V300 = AREA/ 0.094 <br />3.7 FEET <br />ELECTRONIC COPY <br />ORIGINAL ON FILE AT <br />ROSS ENGINEERING DESIGN <br />N <br />0 <br />co <br />rn E <br />o <br />Lu w�N <br />U � � <br />o <br />co (ooC <br />00 N <br />uj c w <br />o a) <br />LLj m <br />®A 0 <br />a <br />ILI <br />;9 o E � m � m `o� m m ao` .o <br />N z 0 <br />S Z Q Vp to N C C U .L-. 0.9 <br />O '+0 <br />V— W 55 <br />W` <br />L Of 3L, O U O C C w p C N O V <br />OWo' m >,� m� c <br />U J O o o 0 `m B o <br />o <br />00 <br />ON <br />0 <br />I� <br />uj <br />LL1 <br />Lim <br />Ll <br />Ld <br />C44 <br />L-Li <br />00 <br />0 <br />1-0 <br />INol <br />IBM <br />SHEET: <br />