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HomeMy WebLinkAbout2769-252-2 X RAMPS OR JO AT EDGE OF Oi1DEMIN63 TYP. 'ST6236' SEE PLAN 2 X STUDS SEE PLAN 2-2 X HEADER SAME DEPTH AS RAFTER TYP. SIMPSON STD U HANGER 'SIMPSON' ST12 AT TOP OF JOIST TYP. 14 CONNERS 4 2x RAFTERS SEE PLAN j FOR 'SPACING 2x SOLID SLOCKINCa • 48' O.C. W/ SiMPSON e35 EA. END TO RAFTER WHERE RAFTER SPACING IS 24' O.C. ,SIMPSON' STRAP ST 6236 SEE PLAN i j 12X4 HANGERS * 48' O.0 W1 I 2-Vad EA END TO EA CEILING JOIST, STAGGERED 1 TO SLK'G/RAFTERS ABOVE 2X STUDS ib' OC. LEDGER SEE PLAN 1 LEDGER SPLICE JOiNT 2X SLK'G 'SIMPSON' U24 HANGER TYP. 2x4 CONT. W/ 2- tbd 2x4 CEILING JOISTS 0 Ib' O.C. 2x4 FLAT HANGERS, W.42 -16d EA END SPACED • 48' OC. ALONG EA CEiL'G JOIST X SLK'G (WHERE RAFTERS ARE SPACED * 16' O C.) N.T.S. 1 TYP. LEDGER SPLICE 3/4" =1'-0" 2 TYP. CEILING HANGERS 3/41=11-011 3 id AT SIDE OF .ICE JOIN iCE JOIN BOTTOM 4TE TOP PLATE 5PL iCE j3/41 =1'-0"j 1 '-C' MAX 20'-m' M U1,►.0_ f UN.O. 4T v PROVIDE STACK DONO iN WALL 0 CONTROL JOINT MASONRY WALL CONTROL JOINT PROVIDE CONTROL JOINT • 301-01 LONG MAX. U.N.O. (AWAY PROM PIER SPANDRELS) 24' EXTEND PLYWOOD AS MSI. 41_01 rO RECEIVE INDICATED ON SECTIONS PROVIDE DN. FROi•1 3,N, FROM PLY 6-1'TO PLYWOOD SHT'G� TO S UOOD SHTYG 6XS MIN. AND OTHER FRAMING ryp, MEMDERS AROUND OPENING TYP, ROOF OPENING 4'-01 JO SATS -TOP Sn'1PSON STRAP �— PLATE 'ST6236' SEE PLAN 2 X STUDS SEE PLAN 2-2 X HEADER SAME DEPTH AS RAFTER TYP. SIMPSON STD U HANGER 'SIMPSON' ST12 AT TOP OF JOIST TYP. 14 CONNERS 4 2x RAFTERS SEE PLAN j FOR 'SPACING 2x SOLID SLOCKINCa • 48' O.C. W/ SiMPSON e35 EA. END TO RAFTER WHERE RAFTER SPACING IS 24' O.C. ,SIMPSON' STRAP ST 6236 SEE PLAN i j 12X4 HANGERS * 48' O.0 W1 I 2-Vad EA END TO EA CEILING JOIST, STAGGERED 1 TO SLK'G/RAFTERS ABOVE 2X STUDS ib' OC. LEDGER SEE PLAN 1 LEDGER SPLICE JOiNT 2X SLK'G 'SIMPSON' U24 HANGER TYP. 2x4 CONT. W/ 2- tbd 2x4 CEILING JOISTS 0 Ib' O.C. 2x4 FLAT HANGERS, W.42 -16d EA END SPACED • 48' OC. ALONG EA CEiL'G JOIST X SLK'G (WHERE RAFTERS ARE SPACED * 16' O C.) N.T.S. 1 TYP. LEDGER SPLICE 3/4" =1'-0" 2 TYP. CEILING HANGERS 3/41=11-011 3 id AT SIDE OF .ICE JOIN iCE JOIN BOTTOM 4TE TOP PLATE 5PL iCE j3/41 =1'-0"j 1 '-C' MAX 20'-m' M U1,►.0_ f UN.O. 4T v PROVIDE STACK DONO iN WALL 0 CONTROL JOINT MASONRY WALL CONTROL JOINT PROVIDE CONTROL JOINT • 301-01 LONG MAX. U.N.O. (AWAY PROM PIER SPANDRELS) NOTES EDGE NAILING 1. ALL NAiLS SHALL HAVE A MINIMUM 3/5' AT SILL PLATE EDGE DISTANCE IN FRAMING t WOOD 2. PROVIDE 2 X STUDS AND BLOCKING AT ALL HOLDOWN, WHE PLYWOOD JOINTS, UNLESS NOTED OTHERWISE OCCURS SEE SHEAR PANEL 3. EDGE NAiL PLYWOOD TO ALL 4 X OR LARGER SCHEDULE 4 PLAN POSTS OR COLUMNS 4. LONG DIRECTION OF PLYWOOD SHEETS TO RUN PARALLEL TO STUDS. TYPiCAL VERTICAL SHEAR PANEL ELEVATION /4"=1'-0"I 8 comSOLIDT CCOO T 1,171777771747111 411zzz1,1zZ '11111111711ZI I (NO MORTAR IN THIS AREA)314 USE END TO END CLOSED END UNITS FULL HEIGHT I SEE ARCHITECTURAL «4 * 18' O.G. AT CONTROL JOINT ( FOR FINISH AT JOINT EA WAY 1-04 CONT TYP "ONTROL JOiNT I zi SECT i ON�1�1ll Ai TYPICAL MASONRY CONTROL. JOINT USE AT SiTE WALLS ONLY TYPICAL LOCKER BASE DETAIL 1I8" =1' —O" 12 1/4" =1' -0" 13 2X CONT LEDGER W/ 3-166 EA STUD �-- GE IL JST PER PLAN EN 2X STUDS t 161O.G. /_2 -166 PER STUD EN-- CE IL.JST PER PLAN SIMP"LUP' HANGER 2X4 G.J. SIMP'LUS" HANGER 6 2X6 G.J. AND LAi?GE% 2X BLOCKING CONT W/ 3- 16d PER BLOCK 2X 15LOCKING CONT W/ 3- 16d PER BLOCK PLYWOOD SHEAR PANEL WHERE OCCURS SEE PLAN AND SHEAR WALL PLYWOOD SHEAR PANEL SCHEDULE WHERE OCCURS SEE PLAN AND SHEAR WALL SCHEDULE TYP CEILING FRAMING 3/4" =1'-0" 4 TYP CEILING FRAMING 3/4 =1'-0" S MIN. ( FI • •— _ —M I PLYWOOD SHEATHING SEE FRAMING PLAN I I I I• FOR NAILING j ' i SOUNDRY NAILING (SN) _ — — — EDGE NAILING (EX) i 1— — — — — — — FiELD NAILING (FN) GI I — - RAFTERS OR JOISTS =- —= SEE PLAN FOR SPACING i ( is 2 X 4 (FLAT) EDGE SLOCKING WHERE REQUIRED SEE PLAN i I I I NOTE NAILING SHALL BE — 1_ _ _ _ — — — AT MIN. 318' FROM EDGE OF PLYWOOD t FRAMINCs 1 t l I I f• HORi Z. PL YW'D DIAPHRAGM 3/411=11-011 14 SPAN HEADER EXTEND PLYWOOD AS 41_01 6X4 MiN. INDICATED ON SECTIONS 6'-0' 6X6 MiN. 6-1'TO AND DETAILS 6XS MIN. TOP PLATES II � 2 X BLOCKING AT UNSUPPORTED (I f I I I I G II I EDGES (TYP.) l I I PROVIDE tuoOD- POST AT HOLD- F ( I gOWNANCHOR I NAILING CI I I I (FEDGE FIELD NAILING � (TYP.) I•) (•I 2 X BLK'Cs AT OPENING ESE NAIL ALL SIDES OF OPEN'G EMEND £N. MIN. 161 AT EA. CORNER OF 4 • OPENING � 'I I. OPEN'G - �� OCCURS (IF CI II II E II II �J, OPENINrs IS LAR'sER. — �L — �— — �•� — �•�— J1. —J1 I• —1 THAN 14 1/2' SEE WALL ELEVATION FOR DETAIL) SIMPSON STRAP 65150 v TOP AND BOTTOM NOTES EDGE NAILING 1. ALL NAiLS SHALL HAVE A MINIMUM 3/5' AT SILL PLATE EDGE DISTANCE IN FRAMING t WOOD 2. PROVIDE 2 X STUDS AND BLOCKING AT ALL HOLDOWN, WHE PLYWOOD JOINTS, UNLESS NOTED OTHERWISE OCCURS SEE SHEAR PANEL 3. EDGE NAiL PLYWOOD TO ALL 4 X OR LARGER SCHEDULE 4 PLAN POSTS OR COLUMNS 4. LONG DIRECTION OF PLYWOOD SHEETS TO RUN PARALLEL TO STUDS. TYPiCAL VERTICAL SHEAR PANEL ELEVATION /4"=1'-0"I 8 comSOLIDT CCOO T 1,171777771747111 411zzz1,1zZ '11111111711ZI I (NO MORTAR IN THIS AREA)314 USE END TO END CLOSED END UNITS FULL HEIGHT I SEE ARCHITECTURAL «4 * 18' O.G. AT CONTROL JOINT ( FOR FINISH AT JOINT EA WAY 1-04 CONT TYP "ONTROL JOiNT I zi SECT i ON�1�1ll Ai TYPICAL MASONRY CONTROL. JOINT USE AT SiTE WALLS ONLY TYPICAL LOCKER BASE DETAIL 1I8" =1' —O" 12 1/4" =1' -0" 13 2X CONT LEDGER W/ 3-166 EA STUD �-- GE IL JST PER PLAN EN 2X STUDS t 161O.G. /_2 -166 PER STUD EN-- CE IL.JST PER PLAN SIMP"LUP' HANGER 2X4 G.J. SIMP'LUS" HANGER 6 2X6 G.J. AND LAi?GE% 2X BLOCKING CONT W/ 3- 16d PER BLOCK 2X 15LOCKING CONT W/ 3- 16d PER BLOCK PLYWOOD SHEAR PANEL WHERE OCCURS SEE PLAN AND SHEAR WALL PLYWOOD SHEAR PANEL SCHEDULE WHERE OCCURS SEE PLAN AND SHEAR WALL SCHEDULE TYP CEILING FRAMING 3/4" =1'-0" 4 TYP CEILING FRAMING 3/4 =1'-0" S MIN. ( FI • •— _ —M I PLYWOOD SHEATHING SEE FRAMING PLAN I I I I• FOR NAILING j ' i SOUNDRY NAILING (SN) _ — — — EDGE NAILING (EX) i 1— — — — — — — FiELD NAILING (FN) GI I — - RAFTERS OR JOISTS =- —= SEE PLAN FOR SPACING i ( is 2 X 4 (FLAT) EDGE SLOCKING WHERE REQUIRED SEE PLAN i I I I NOTE NAILING SHALL BE — 1_ _ _ _ — — — AT MIN. 318' FROM EDGE OF PLYWOOD t FRAMINCs 1 t l I I f• HORi Z. PL YW'D DIAPHRAGM 3/411=11-011 14 SPAN HEADER LES5 THAN 41_01 6X4 MiN. 4'-1' TO 6'-0' 6X6 MiN. 6-1'TO V-01 6XS MIN. * U.I.O. ON PLAN 3/4"=1'-0" C3 TYP WALL FRAMING ELEVATION 3/41=11—on I & -'SIMP' A35 EA. END OF AMS STUD TYP SER W/2- '. A35 EA. SEE SCI -IED 2X JAMS STUD FOR 4'-O'WiDE OP'NG MAX 2-2X JAMS STUD FOR V-O'WiDE OP'NG MAX W1 l6d®12'OC 2-2X PLT 0 WINDOW WHERE OCCURS 2X TRIM STUD W1 16d*12'0C TYP 2-2X TRIMMER FOR V-fd'OP'NG I3/4"=1' -o"1 10 3/�•"=1'-001 1(0 Virginio Dare Tower 10470 Foothill Blvd. Rancho C u c a m o n g o California 91730-3754 tel: 909 987 0909 fox: 909 980 9980 �e �J CONSULTANT © K.B. LEUNG & ASSOCIATES ©. STRUCTURAL ENGMERS 9320 BASEUNE ROAD. SUITE D ALTA LOMA, CA 91701 (909) 944 — 0029 (909) 944 — 7983 FAX APPPO\iEn QRpf ESS/0 SkN G 9� y � No. 1775 +'+ c Exp.6-30-ot STRUci��P���P 'TF 0P CAL�FO� APPROVED 11 ' JUL S 0 2002 APPROVED -_„���S�D ARcy�F����. v LARRY-WOLFF , C-9784 Q s InDore o1 /31 /00 OF NU DATt JbY INEMARKS TYPICAL DETAILS DRAVVIV Au CHECKED t5L DATE AUGUST 1999 SCALE AS NOTED JOB NO. ti