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CITY OF SANTA ANC <br />v_K: <br />ncy 1 <br />06 <br />U <br />W <br />m <br />U <br />W <br />'-3'L 1 9'-9" 1 1 '-G" <br />FRAMING PLAN <br />SCALE: 11411 = 1 '-0" <br />4 <br />P <br />RnnF <br />BOUNDARY NAILING <br />8d @ <br />6" <br />EDGE NAILING <br />8d ®6' <br />INTERMEDIATE NAILING <br />8d ® <br />12" <br />2x4 FLAT BLOCK THROUGHOUT <br />YES <br />TYP.PLY. LAYOUT NAILING <br />NOT TO SCALE <br />E)ROOF PLY. PER PLAN <br />HEADER SCHEDULE <br />OPENING <br />UP TO 4'-0" <br />4'-0"-6'-0" <br />6'—O"-8.—O" <br />8'—O"-10'—O" <br />ROOF <br />HEADER <br />TRIMMER <br />4x4 <br />1 2x6 <br />4x6 <br />1 2x6 <br />4x8 <br />2 2x6 <br />4.10 <br />2 2,6 <br />mnv. PLT. BL. TOP PLT. <br />SPLICE I 18 16d <br />(4)16 <br />:S HEADER PER PLAN BLK'G. 0 MID.- <br />(PER SCHEDULE MIN.) rHT. (8'-0" MAX.) <br />TRIMMER PER SCHEDULE <br />DBL. KINGSTUD FOR <br />OPENING UP TO 8'-0" 2x SILL PLT. <br />16d 0 12"o.c. (STAG.) Lr <br />9" MAX. NCHOR BOLT ONLY AT <br />5 MIN. SLAB AND FOOTING <br />1 STUD WALL FRAMING <br />NOT TO SCALE <br />I (E)2x RAFTERS PER PLAN <br />(N)S.S.T. "A-35" ` (6)16d COMMON @ LAPS <br />© 32"o.c. /,—(N)8d © 6"o.c. <br />(N)2x BLK'G <br />(N)16d @ 8"o.c. <br />\ EACH FACE <br />(N)2X8 C.J.' <br />(N)DBL. 2x TOP PLT. <br />(N)2x STUDS @ 16"o.c. <br />(N)STUCCO OR PLY. SHEAR <br />WALL, EITHER SIDE. <br />(SEE PLAN) <br />SHEAR TRANSFER @ ROOF <br />NOT TO SCALE <br />x <br />Q <br />D/3"MAX. <br />X <br />x <br />Q <br />\ o <br />X <br />z D/3"MAX. <br />Z N p <br />N �O:Z\ O <br />NOTCHING = 8"-6"=2" <br />MAX NOTCHING--->2x8= 8/4= 2" Ok <br />NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOIST <br />(NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN) <br />(HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH) <br />NOTCHING R,C AND F <br />NOT TO SCALE <br />GENERAL FRAMING NOTES <br />1. ALL SHEAR WALLS SHALL BE EXTENDED TO ROOF <br />SHEATHING AND BOUNDARY NAILING SHALL BE <br />PROVIDED. <br />2. ALL FRAMING MEMBERS SHALL BE DF#2 U.N.O. EXCEPT <br />6X MEMBERS SHALL BE DF#1. <br />3. ® REPRESENTS DOUBLE STUDS UNO PER DETAIL 2 <br />SHEET S02. <br />4. • REPRESENTS HDU PER DETAIL 2 ON SHEET S03. <br />5. STUDS SHALL BE 2X4 @ 16" O.C. <br />6. TYP. REPRESENTS A DETAIL THAT SHALL BE FOLLOW ON <br />ANY CONNECTIONS SIMILAR TO THE CITED DETAIL. <br />(E)ROOF SHEATHING <br />(N)BOUNDARY NAIL- <br />1/2" <br />CLR.--7 <br />(E ) <br />ROOF <br />SHEATHING <br />(N)16d @ \ t ( E) _----(N)EDGE NAILING <br />JJJ RAFT. <br />12 (E)RAFTERS <br />0.C. N)"A-35"'s <br />@32"o.c. (E)2x STUD <br />i( WALL PER PLAN <br />DEIL. 12P (N)SHEARWALL <br />_PLT. � PER PLAN <br />INTERIOR OR EXTERIOR <br />R.R. PAR, TO SHEAR WALL <br />NOT TO SCALE <br />BLK'G <br />2x STUDS <br />DBL. TOP PLT <br />WOOD BEAM <br />N)BOUNDARY NAIL <br />(N)EDGE <br />NAILING <br />(N)SHEARWALL <br />PER PLAN <br />S.S.T. "MST-48" <br />PTDRAG STRUT DPOST OR <br />MULTIPLE STUDS <br />4'-0" LAP <br />(18)16d <br />TYP. PLT. SPLICE <br />HEADER OR <br />BEAM <br />TOP PLT. SHEAR TRANSFER <br />NOT TO SCALE <br />ROOF SHEATING <br />7. ROOF SHEATHING SHALL BE 1 /2" CDX (32/16) PLY'WD, <br />STAGGERED AND NAILED W/ 8D COMMON @ 6:6:12, PER <br />DIET. HEREON. (STAGGER EDGES OVER NEW/OLD <br />JUNCTURE WHERE APPLIES) <br />LOADS <br />ROOF DEAD <br />LOAD <br />16 <br />psf <br />CEILING <br />DEAD <br />LOAD <br />10 <br />psf <br />ROOF LIVE <br />LOAD <br />20 <br />psf <br />CEILING <br />LIVE <br />LOAD <br />10 <br />psf <br />FO <br />Mast( <br />Date: <br />ENGINIA1%, <br />Design & Development <br />Desien & Development <br />3655 Torrance Blvd. Ste.300 <br />Torrance, Ca, 90503 <br />Toll Free: 1—877-821 —1213 <br />E—Mail: info@enginiar.com <br />www.enginior.com <br />/6pFFESS/p\ <br />O �� VE '9le` <br />y�� 40. ZC <br />C76091 <br />d EXP. o6•ao-zoz6 -w <br />\ CIViv <br />\�OF CAL1F <br />OWNER: <br />JESUS LOPEZ <br />ADDRESS: <br />2314 LARCHMONT AVE. <br />SANTA ANA, CA 92706 <br />SCALE: <br />1 /4"=1'-0" <br />DESIGN BY: <br />F. B. <br />DRAWN BY: <br />E.W <br />DATE: <br />REM <br />05-24-24 <br />JOB No.: <br />18-SANA-24 <br />SHEET: <br />S02 <br />