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7 <br />11 <br />CITY OF SANTA ANA <br />gene <br />evsons <br />ROOF/FLOOR <br />0 10-20-23 <br />For Approval <br />YJ <br />JOIST PER <br />PLAN <br />8-11-24 Per <br />GEO REPORT <br />YJ <br />MST48 STRAP OR <br />SIMP <br />(N) PLYWD SHT G (N) 2x R.R. <br />2 Per P C <br />PER PLAN <br />@ EA BLK'G OR <br />JST (NAIL @ <br />SIMPSON A35 <br />FOR PE <br />IT ISSUAN0 <br />(2) 2X TOP PLATE—,,EQ <br />EQ STRAP OVER PLYWD PER <br />PLAN MST48 UNO APPLY <br />MIDDLE OF SLOT) <br />DIAPHRAGM B.N. THIS FLOOR <br />LINE, ENTIRE LENGTH UNO <br />1 /2» <br />I <br />(N) 2x R R (N) 2x R.R. OR <br />R.J. <br />b O O O O O O <br />EQ. <br />EQ. <br />2X STUD <br />GAP 1 /2 <br />OR R.J. <br />() N DBL 2x TOP PLATE <br />� <br />D/S PER PLAN D/S PER PLAN <br />GAP <br />2X4 FLAT @ 1 6" <br />� <br />SHT'G E.N.— <br />Master ID: <br />2-2X MIN. 2-2X MIN. <br />W/2-16d EA. END <br />SHEAR WALL <br />(N) 2x STUD Date: <br />SHEAR WALL <br />BM PER PLAN APPLY DIAPHRAGM B.N. <br />SAME AS BELOW <br />EXTEND TO ROOF <br />Z <br />THIS LINE, ENTIRE LENGTH <br />UNO <br />NON—BEAR'G <br />STUD WALL <br />CEILING <br />CEILING <br />AS OCCURS <br />z <br />(N) 2x STUD <br />W °' <br />W <br />STRAP CAPACITY: <br />SHEAR WALL PER <br />PLAN & SHEAR D <br />SHEAR WALL <br />z CID <br />ST6236=3,430# EQ EQ OPTIONAL: <br />MST48=4,460# STRAP AT BOTTOM <br />WALL SCH D <br />� <br />w � o CD <br />OF D/S <br />CONCRETE SLAB <br />z <br />z m N o <br />w <br />z U co <br />I ~ <br />J <br />C0 -~-' <br />a Z z � 0) <br />U <br />r f— <br />SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br />SHEAR TRANSFER DETAIL 1 SHEAR TRANSFER DETAIL 2 TYP. NON -BEARING WALL CONN. 3 TYP. ROOF SHEAR TRANSFER 4 <br />E.N. <br />LTP4 HDR <br />0 <br />�Q <br />EQ <br />STUDS USE <br />STRAP PER <br />DASH LINE: <br />WHERE OP <br />E.N. <br />E N E N S.N. <br />NOTE BELOW I <br />FLUSH BM WHERE OCCURS <br />MORE THAN <br />E.N. <br />0 <br />I <br />2-2X TOP PL <br />- <br />1 6d @ 1 2„ <br />E.N. <br />E.N <br />B.SIDES <br />S.N. <br />o <br />71 <br />77�- <br />E.N. <br />' <br />DROP BM OR JOIST PER PLAN <br />MIN. DBL. <br />@ EXT OP <br />END POST PER PLAN <br />WHERE OCCURS <br />(1) STUD <br />S.N. <br />E.N. <br />2-2X POST MIN. CC OR PC <br />INTERIOR <br />A35 EA. SI <br />E.N. <br />E.N. 4X <br />POST <br />NOTE: <br />❑� <br />WHERE STRAP IS NOT SPECIFIED ON <br />PLAN, <br />USE MIN MST48 FOR SAWN AND MANUFACTURED <br />DIMENSION LUMBER. U.N.O. <br />USE MST172 FOR TJI JOIST <br />E <br />OPEN'G <br />CRIPPLE STUDS <br />-' -2X TOP PL <br />TO <br />ST 1 8C <br />EN'G IS <br />7 _C' <br />0C <br />STUDS <br />EN'G <br />DE <br />USE ST1 <br />W/ 2X <br />WHERE <br />OPEN'G <br />IS MORE <br />THAN 8' <br />HDR PER PLAN <br />HDR PER PLAN <br />q" <br />j <br />\ 2X TRIMMER TYP. <br />OPTION TO USE <br />@ UP TO 4X8 HD <br />/ <br />\` <br />2X SILL <br />2X OR 3X SILL F <br />BLK'G <br />(N) ROOF SHT'G <br />LOo <br />� <br />�CD <br />SI M PSON A35 <br />w Q <br />1 <br />La 6" 0. C. MIN .. <br />J <br />o W N <br />T � J � <br />J <br />�w o <br />coCOCIO <br />� CD U) <br />c p r0 <br />o J N <br />SHT'G E.N. (N) R.R. <br />-O" <br />ui <br />1_ <br />0 <br />SHEAR WALL 2x DBL <br />® >� <br />PER SCH'D ® TOP PLATE <br />Q QQ <br />® WU <br />W WQ <br />(N) 2x STUD <br />0-Q <br />0- <br />SHEAR WALL <br />C)< <br />� <br />c/Q/� <br />T CO <br />co <br />U co <br />N � <br />•O <br />Q <br />SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br />TYP. STUD CORNER DETAIL BEAM TO WALL DRAG STRAP TYP. STUD WALL WITH DOOR OPENING TYP. INT. WALL SHEAR TRANSFER �QROFESSIpNq� <br />5 6 7 8 Y� � F� <br />W <br />o.0 3 <br />xP. 06 0/ 6 <br />l CI I \� <br />LTP4 SPAC'G PER �OF C <br />- 2-25 <br />SCH'D 16"O.C. MIN <br />TYP TOP PL SPLICES 16d CO MON NAILS @ EA SIDE OF SPLICES 1 <br />M <br />SIMPSON ST6236 <br />SEE PLAN FOR NUMBER OF NAILS @ EA SIDE (10) MIN. EA SIDE <br />B.N. STRAPS AT EA. <br />-------- <br />-------- ---- <br />STAGGER RAFTER <br />ELEV. <br />I <br />_ <br />B.N.: BOUNDARY NAILING' AT <br />TT <br />X—== <br />DIAPHRAGM BOUNDARY <br />TOP <br />I <br />FT <br />------TT <br />I i <br />E.N.: EDGE NAILING AT STAGGERED <br />-- <br />--- --_ -- <br />PLYWOOD PANEL EDGES <br />LSTA 24 STRAP @ EA SIDE OF SPLICES WHERE OCCURS PER PLAN <br />I I <br />I I <br />O F.N.: FIELD NAILING AT INTERMEDIATE <br />. <br />I II <br />II <br />II <br />SUPPORTS <br />� <br />ELEV. <br />I I <br />I I <br />I I <br />� 4'X8' PANEL THK & GRADE PER PLAN <br />I <br />5O RIM/BLK'G/TOP PL/FLUSH BM PER PLAN <br />__ ----- <br />4- <br />I II <br />II <br />II <br />TOP <br />------ <br />-- `---- Li <br />----- <br />60 B.N. AT CONTINUOUS PANEL EDGES <br />EQ EQ <br />-- -- -- <br />----- - <br />- <br />WHERE BLK'G OF PANEL EDGES <br />-- -- -- <br />II <br />----- - <br />II <br />IS REQ'D <br />- <br />8 II <br />CS16 STRAP OVER <br />PLYWD CROSS <br />ENTIRE WALL PANEL (n <br />T& B -J <br />7 3X OR 2-2X MIN. < <br />PANEL END POSTS w <br />W/ E.N.STAGGERRED Q <br />B.SIDES <br />4X BLK'G ENTIRE z <br />WALL SPAN O <br />T&B & B.SIDES <br />PLYWD SHT'G PER V <br />PLAN. AROUND <br />OPEN'G ALL SIDES <br />C0 <br />STARP OR HD z <br />HOLDOWNS O <br />(� <br />STRAP CAPACITY: LSTA24=1,295# ---- --- PER PLAN <br />------- JOIST OR RAFTER PER PLAN <br />(6)-10d TOE NAILS ST22=1 370# II II 6 I <br />RAFTER 1 16d COMMON=130 5 <br />OR EQUIVALENT ( )- -- -- - BLK'D PANEL EDGES PER PLAN <br />HANGER EA. RAFTER RIDGE BD PER PLAN I II II 7 " 2X FLAT W/ "z" HGR <br />PER PLAN NOTE: MIN. ANY TWO SPLICES SPACING <br />(TOP PL SPLICE OR BOT PL SPLICE)=48" <br />----� -- <br />----7--,.— <br />TT ---FF--- <br />II 1I <br />-u-- <br />II, II <br />HEADER PER 'PI AN <br />I <br />II � II � II <br />II II � II <br />I �. III II <br />II I <br />I � III II <br />II II � I <br />I I'I I I <br />1 1 <br />II II <br />OPEN'G <br />I <br />II II I <br />I fl II <br />I II II <br />I II� II <br />II II <br />II II I <br />II II �� I <br />II II II <br />4X OPEN'G SILL <br />II <br />II II <br />I <br />f l <br />,III <br />I ,N,_, <br />HOLDOWN ANCHOR BOLT SCHEDULE <br />HOLDOWNS <br />ANCHOR BOLT <br />MIN. EMBED. <br />HDU2 <br />SSTB20-5/s"O <br />16%" <br />HDU4 <br />SSTB24-5/8"O <br />205/8" <br />HDU5 <br />SSTB24-5/8"b <br />205/8" <br />*USE SSTBL FOR HDU'S Q 3X SILL <br />*INSTALL PER ICBO OR LARR PROCEDURES <br />Date <br />10-24-23 <br />Scale <br />AS NOTED <br />Drawn <br />YJ <br />Job <br />2023-31 <br />Sheet <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />R.B. CONNECTION DETAIL <br />9 <br />TOP PLATE SPLICES DETAIL <br />10 <br />TYP. DIAPHRAGM ASSEMBLY <br />11 <br />O S <br />TYP. WINDOW TRAP DETAIL121 <br />S-4 <br />