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CITY OF SANTA ANA <br />Planning and Building Agency <br />FRAMING NOTES: <br />1. ALL HOLDOWNS SHALL BE INSTALLED ACCORDING TO SIMPSON STRONG —TIE SPECIFICATIONS AND <br />REQUIREMENTS OF ICC ES REPORT #ESR-2330 AND LARR #25720 AND SHALL BE TIED IN —PLACE PRIOR TO <br />FOUNDATION INSPECTION. <br />2. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(14) 16d AT 4'-0" SPLICE (U.O.N.). <br />3. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. <br />4. FRAMING PLAN SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. ALL BUILDING DIMENSIONS SHOWN ON <br />THE PLANS HAVE BEEN DETERMINED BY THE ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS <br />NOT SHOWN. ACCURACY OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED BY THE <br />ARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION. <br />5. STRUCTURAL WOOD PANEL SHEAR WALLS SHALL BE COVERED WITH MINIMUM 2 LAYERS 15# FELT <br />UNDERLAYMENT PRIOR TO PLACING FINISH MATERIAL. <br />6. SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS. <br />7. HOEDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD—DOWNS <br />SHALL BE TIGHTENED PRIOR TO COVERING OF WALL. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE <br />STEEL PLATE WASHERS IN ACCORDANCE WITH TABLE 2306.5 OF THE LA BUILDING CODE. <br />8. ALL BOLT HOLES SHALL BE DRILLED 1 /32" TO 1 /16" OVERSIZED (11.1.2.2, 2015 NDS). <br />I � <br />I I � <br />I I � <br />I I � <br />ry <br />I I � <br />I I I <br />r <br />L <br />LEGEND: <br />9. <br />THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 350 PLF. THESE <br />WALLS SHALL BE CLEARLY IDENTIFIED ON THE PLANS AND PROVIDE WITH THE FOLLOWING: (TABLE 2306.4.1 <br />FOOeTNOTE <br />INDICATES PLYWOOD SHEAR WALL TYPE & LENGTH. <br />FOUNDATION SILL PLATES <br />SW LENGTH <br />x'Xx" <br />SEE 8/S3.0 FOR SHEAR WALL TYP. DETAILS & <br />FOR P <br />b. 3x STUDS AND BLOCKS BETWEEN ADJACENT PANELS. <br />SW_x SW NUMBER <br />SEE CALC <br />SCHEDULE. <br />C. 1 /2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING. <br />d. ALL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. <br />MST48 37 TYP. <br />MST37 AT ROOF & MST48 AT 2ND FLOOR DRAG STRUT <br />e. FOR THE ANCHOR BOLTS IN SHEAR WALL SILL PLATE, PROVIDE .229"x3"x3" PLATE WASHERS WITH <br />STRAP ACROSS ALL BEAM AT TOP PLATE U.O.N. PER <br />SLOTTED CUT HOLE AS AS PER 2305.3.11 OR AS SPECIFIED ON THE TABLE 2305.3.11 FOR <br />DETAILS 1,2/S3.0 <br />NON —SLOTTED CUT PLATE WASHERS. <br />Master I [ <br />INDICATES WOOD POST SIZE &HOEDOWN SIZE PER TYP <br />10. <br />WHERE POST IS NOT CONTINUOUS BETWEEN FLOORS, PROVIDE FULL HEIGHT KING STUD EACH SIDE OF POST <br />HOEDOWN WD. POST <br />DETAIL 7/S3.0 AND SCHEDULE PER 8/S3.0 <br />WITH <br />16d � 12" O.C. <br />� 0— <br />Date. <br />11. <br />SEE 8/S3.0 FOR SHEAR WALL SCHEDULE. <br />4X�6X HDR <br />INDICATES 4x OR 6x HEADER BEAM U.O.N. USE GRADE <br />RADE <br />DF—L #2 FOR 4x10 AND SMALLER HEADER SIZE. USE G <br />ADE <br />DF—L #1 FOR 4x12 AND 6x HEADER SIZES. SEE DETAIL 12,431 <br />12. <br />USE 2-2X BLOCKING OR 2-2X JOIST AT ALL DRAG STRAPS. <br />RR <br />INDICATES DIRECTION OF WOOD ROOF RAFTER <br />13. <br />LAG BOLTS: PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK <br />CJ <br />PORTION. 2015 NDS. <br />INDICATES DIRECTION OF WOOD CEILING JOIST <br />FJ <br />14. <br />ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. <br />INDICATES DIRECTION OF WOOD FLOOR JOIST <br />15. <br />USE DOUBLE JOISTS/BLOCKINGS UNDER JACUZZI, BATHTUB AND ANY WATER CONTAINING FIXTURES AT ALL <br />FB_ 4X— <br />INDICATES FLOOR BEAM SIZE (GRADE DF—L #1) <br />FLOORS. <br />FB— —"X —" PRLLM <br />INDICATES FLOOR BEAM SIZE (GRADE PARALLAM 2.OE) <br />16. <br />USE 46 POST TO SUPPORT 5.25x PRLLM OR 6x BEAMS U.N.O. <br />(E) <br />INDICATES EXISTING BEAM <br />17. <br />ALL ROOF AND ROOF DECK SHEAR TRANSFER NAILING SHALL BE VERIFIED BY THE CITY BUILDING DIVISION <br />PRIOR TO COVERING. ANY CRICKETS OR SIMILAR COVERING SHALL BE ENTIRELY REMOVED BEFORE THE <br />+, <br />`O <br />o� o� <br />INDICATES POST WITH SIZE AND SIMPSON <br />HORIZONTAL DIAPHRAGM INSPECTION WILL BE MADE BY THE CITY BUILDING DIVISION. <br />COLUMN CAP <br />HARDWARE PER PLAN. SEE 8/S3.1 <br />18. <br />ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE <br />�Q� <br />—USE 4"x4" WOOD POST TYPICAL U.O.N. <br />PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE & GROOVE OR BLOCKED PANEL EDGES. <br />—USE 46 POST TO SUPPORT 6x BEAMS, 5.25x & 7x <br />PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7. <br />PRLLM/LVL BEAMS <br />—FOR HEADER CONNECTION TO POST SEE 7/S3.1 <br />19. <br />USE 2x6 @ 16" O.C. STUD WALL FRAMING AT ALL EXTERIOR WALLS AND 2x4 OR 3x4 @ 16" O.C. STUD <br />INDICATES NEW WALL <br />WALL FRAMING AT ALL INTERIOR WALLS UNLESS NOTED OTHERWISE. <br />INDICATES EXISTING WALL <br />20. <br />HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. <br />0 <br />Q <br />NS4.07 PERF SW <br />L— — <br />— — — — — <br />— — <br />tjjnaAl CE <br />Engineering <br />15041 Genoa Cir, <br />Huntinggton Beach, CA 92647 <br />T: (714) 519-5027 <br />E: atefg®fastructural.com <br />www.fastructural.com <br />s <br />No. 84252 <br />21� <br />n���,������ <br />Project Name <br />z <br />Q <br />N <br />W <br />z <br />= <br />LLJ <br />00 <br />O <br />O <br />Q <br />-� <br />.. <br />J <br />O-) <br />Q <br />0 <br />W <br />0 <br />�U <br />Q <br />z <br />06 <br />W <br />3: <br />J <br />< <br />D0 <br />�Q <br />O <br />— <br />75 <br />O <br />_ <br />cn <br />� <br />J <br />C) <br />N <br />U) <br />z <br />Q <br />Project ID <br />01-23 <br />Drawing Title <br />DATE <br />R-2 <br />05-14-2025 <br />R-1 <br />11-07-2024 <br />R-0 <br />08-16-2024 <br />Rev. <br />Desciption <br />Date <br />Drawing No. <br />ROOF FRAWNG PLAN <br />SCALE: 1/4 1'_0" <br />