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CITY OF SANTA ANA <br />FRAMING NOTES: Ap1. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. FOR PER <br />2. ALL INTERIOR SHEARWALL SHALL EXTEND TO THE ROOF OR FLOOR DIAPHRAGM LEVEL. <br />3. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. <br />4. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. <br />5. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. DOUBLE TOP PLATES SPLICE WITH MIN. I Master I D. <br />48" LAP AND PROVIDED WITH MIN. 8-16d NAILS PER TOP PLATE SPLICE. <br />6. WHERE BOTH TOP PLATES ARE BROKEN, SHALL BE STRAP BOTH SIDES WITH ST6224 U.N O Dale. <br />7. ALL POSTS SHALL HAVE CONNECTIONS AT TOP AND BOTTOM WHICH SHALL BE SIMPSON "CCQ". "CBSQ" <br />UNLESS SPECIFICALLY DETAILED OTHERWISE FOR POSTS IN POCKETS AND IN FRAMED WALLS THE <br />COLUMN CAP AND BASE MAY BE ELIMINATED UNLESS DETAILED ON THE DRAWINGS. ALL FREE STANDING <br />POSTS SHALL USE SIMPSON "CCQ", "ECCQ", AND "CBSQ" CONNECTORS U.N.O. ON PLANS. <br />8 USE SIMPSON "HU"HANGERS ON ALL JOIST OR BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON <br />PLANS. <br />9 ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O., AND SIMPSON "ITT, <br />HANGERS FOR TJI'S U.N.O. <br />10. ALL NON -BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0" IN HEIGHT AND NOT SUPPORTED BY <br />CEILING JOIST AT EITHER SIDE SHALL BE FRAMED WITH 2x6 STUDS @ 16" O.C. (NOT TO EXCEED 20'-0"). PER <br />CHAPTER 6 CRC <br />11. FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPPLE JOISTS; 16d @ 12" O C STAGGERED (BOTH <br />SIDES FOR TRIPPLES). FOUR OR MORE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 18" O C <br />STAGGERED RE -TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL <br />SHEAR WALL SCHEDULE <br />No. Sheathing Edge Field Min. Framing Connection Foundation Sill Plate Nailing Capacity <br />Nailing Nailing Penetration Member at Top Plat AnchonM* To Wood Floor (plo <br />QIVXZ OSB Bd @ 6+ ed @ 6• 1.=-- 2x A-35 @ 24" • - •« « » • •C 280 <br />Structural I <br />15/32" OSB 10d @ 6" 10d @ 6" 1-1n" 2x A-35 @ 16" • - O.0 340 <br />D1 <br />NOTES. <br />1. ALL NAILING SHALL BE COMMON NAILS. <br />2. MAXIMUM STUD SPACING SHALL BE 16" O.C. <br />3. ALL PANEL EDGES SHALL BE BLOCKED. <br />4. FRAMING MEMBER SHALL INCLUDE SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. <br />5. EDGE NAILING ON 3x MEMBERS SHALL BE STAGGERED. <br />6 PLYWOOD FOR HORIZONTAL DIAPHRAGMS SHALL BE MADE WITH EXTERIOR GLUE (CHAPTER 4 CRC) <br />7 USE 3"x3"x1/4" CUT PLATE WASHERS AT ALL ANCHOR BOLTS (CHAPTER4 CRC). <br />8. FASTENERS FOR PRESERVATIVE -TREATED SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL. STAINLESS STEEL, SILICON <br />BRONZE OR COPPER (CHAPTER 3 CRC)). <br />9. AT EXISTING FOOTINGS, USE RFB#5xl2 HDG-R SIMPSON RETROFIT BOLTS WITH SETXP-EPDXY ICC #ESR-2508. SPECIAL INSPECTION <br />REQUIRED. <br />10. SECOND FIGURE INDICATES WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL. <br />12.WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER <br />SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE <br />OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. <br />W. NAILING SCHEDULE <br />D 2 <br />D 3 <br />FRAMING PLAN (ADLI) <br />1 SCALE'. 1/0"=1'-0" <br />CONNECTION <br />1. JOIST TO SILL PLATE OR GIRDER <br />Z BRIDGING TO JOIST <br />3. SOLE PLATE TO JOIST OR BLK'G <br />SOLE PLATE TO JOIST OR BLK'G @ BRACED WALL PANELS <br />4. TOP PLATES TO STUD <br />5. STUD TO SOLE PLATE <br />6. DOUBLE STUDS <br />7. DOUBLE TOP PLATES <br />DOUBLE TOP PLATES, LAP SPLICE 48" MIN. <br />8. RIM JOIST TO TOP PLATES <br />9. CEILING JOIST TO TOP PLATES <br />CEILING JOIST LAP OVER WALL <br />CEILING JOIST TO PARALLEL RAFTER <br />10. CONTINUOUS HEADER TO STUD <br />11. COLLAR TIE TO RAFTER <br />1Z BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES <br />13. SHEATHING COVERED IN DOC PS-1 & PS-2 <br />1/2" AND LESS FOR ROOF & WALL (24/0) <br />3/4" W/ T&G FOR SUBFLOOR (40/20) <br />WOOD <br />FASTENING <br />TOENAILS W/ 3-813 <br />TOENAILS EACH END W/ 2-8D <br />FACE NAILS W/ 16D @ 16" O.C. <br />FACE NAILS W/ 3-16D @ 16" O.C. <br />END NAILS W/ 2-16D <br />TOENAILS W/4-81) OR END NAILS W/ 2-18D <br />FACE NAILS W/ 16D @ 24" O.C. <br />FACE NAILS W/ 16D @ 16" O.C. <br />FACE NAILS W/ 8-16D MIN. U.N.O. <br />TOENAILS WY 8D @ 6" O.C. <br />TOENAILS W/ MD <br />FACE NAILS W/ 3-16D <br />FACE NAILS W/ 5-16D <br />TOENAILS W/ 4-813 <br />FACE NAILS W/ 3-1 OD <br />TOENAILS W/ 3-813 <br />EN W/8D@6"O.C.,F.N.W/8D@12"OC UNO. <br />EN W/10D@6"O.C.,F.N.W/10D@10"OC UN0. <br />1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, MAX. <br />MOISTURE CONTENT SHALL NOT EXCEED 19%, OF THE FOLLOWING <br />GRADES UNLESS NOTED OTHERWISE: <br />REPETITIVE USE MEMBERS: <br />STUDS, JOISTS, AND RAFTERS <br />2x AND 4x NO, 2 <br />SINGLE USE MEMBERS: <br />BEAMS <br />4x NO.2 <br />6x OR LARGER NO. 1 <br />POSTS AND MULLIONS <br />4x AND SMALLER NO.2 <br />6x AND LARGER NO. 1 <br />MISCELLANEOUS LUMBERS: <br />BLOCKING, FURRING, ETC. NO.2 <br />DECKING AND SHEATHING <br />2x, 3x, AND 4x COMM'L DEX. <br />TYPICAL ROOF SHEATHING: <br />12" SHEATHING, OTHER GRADES COVERED IN <br />DOC PS-1 OR PS-2, MIN PANEL INDEX NO. (24/0) <br />B.N.: 8d @ 6" O.C. <br />E.N.: 8d @ 6" O.C. <br />F.N.: 8d @ 6" O C. NO BLOCKING, U.N.O. <br />USE COMMON NAILS, U.N.O. <br />2. ALL STRUCTURAL LUMBER SHALL BE GRADE IN ACCORDANCE WITH <br />GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN'S <br />ASSOCIATION. <br />3. ALL STRUCT'S PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74. <br />MANUFACTURED PRODUCTS <br />1. GLUED -LAMINATED BEAMS DOUGLAS FIR -LARCH INDUSTRIAL <br />APPEARANCE WITHIN EXTERIOR GLUE U.N.O. <br />16F-V3 DF/DF (Fb=1600 psi, Fv=190 psi, E=1.5 E6 psi), <br />24F-V4 DF/DF (Fb=2400 psi. Fv=240 psi, E=1.8 E6 psi), ICC ESR-1940 <br />2. DESIGN VALUES FOR MANUFACTURED PARALLAM PSL SHALL BE MIN. <br />Fb=2900 psi, Fv=290 psi, E=2.0 E6 psi, ICC ESR-1387 <br />3. DESIGN VALUES FOR MANUFACTURED MICROLAM LVL SHALL BE MIN. <br />Fb=2600 psi, Fv=285 psi, E=1.9 E6 psi, ICC ESR-1387 <br />C <br />4 - <br />U� <br />z <br />a <br />e <br />Z <br />�t <br />w <br />w <br />z <br />vas' <br />W <br />0 <br />W <br />- <br />V <br />M <br />I- <br />A <br />Z <br />9! <br />U <br />Z <br />W <br />b o <br />Ulrn <br />o <br />Z <br />V <br />Z p <br />0 <br />€b <br />V N <br />` <br />OAN A7 <br />c� No. C79089 <br />131 W26 <br />.;ui 0/2025 <br />0 <br />ti <br />N <br />Q <br />U <br />0 <br />Q <br />a <br />Q <br />� <br />a <br />W <br />Q <br />U <br />U) <br />Q <br />uj <br />w <br />Q <br />U) <br />U) <br />z <br />W <br />z <br />z <br />j <br />U) <br />L.�j <br />CD <br />N <br />DRAWN : HP <br />DATE :06/30/2025 <br />SCAL>!; AS SHOWN <br />CHECKED : HP <br />FRAMING <br />PLAN/NOTES <br />SHEET S2 <br />L20 3 SHEETS: 25-031 <br />ency <br />C E <br />