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SEAL <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />501 S. BRAND BLVD., SUITE 3 <br /> SAN FERNANDO, CA 91340 <br />(323)486-4151 <br />STENENGINEERING.COM <br />14. STUCCO AND/OR STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL WILL BE WATERPROOF WITH A MINIMUM 2-#15 FELT UNDERLAYMENT. <br />15. ONLY COMMON NAILS WILL BE USED FOR ALL PLYWOOD SHEAR WALLS AND NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. <br />B. PROVIDE 3x STUDS BETWEEN ADJACENT PANELS. IF IT IS NECESSARY TO USE 2-2x MEMBERS BETWEEN PANELS, USE 16d NAILS W/STAGGERED NAILING <br />16. ALL BOLT HOLES TO BE DRILLED 1/32" MINIMUM TO 1/16" MAXIMUM OVERSIZED. <br />A. PROVIDE 3x SILL PLATES FOR SILLS THAT REST ON CONCRETE OR MASONRY. <br />17. THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A LISTED DESIGN LOAD GREATER THAN 300 PLF: <br />D. PLATE WASHERS ARE TO BE USED WITH ANCHOR BOLTS. <br />3/4" BOLT-3"x3"x5/16" <br />1/2" BOLT-3"x3"x3/16" <br />C. PROVIDE 1/2" EDGE DISTANCE FOR THE PLYWOOD BOUNDARY NAILING. <br />& SPACING NO GREATER THAN THE REQUIRED PLYWOOD EDGE NAILING. <br />7/8" BOLT-3"x3"x3/8" <br />5/8" BOLT-3"x3"x1/4" <br />BY OPENINGS; TRIPLE RAFTERS WHERE 3 <br />WHERE 2 RAFTERS SPANS ARE INTERUPTED <br />STANDARD APPROVED <br />JOIST HANGER PER SCHEDULE <br />STANDARD APPROVED <br />(TYP.) <br />HEADER <br />2-2x <br />DOUBLE JOIST HANGER (TYP.) <br />(TYP.) <br />OPENING <br />AROUND <br />B.N. <br />3 SPACES (MAX.) <br />RAFTERS SPANS ARE INTERUPTED <br />PROVIDE (TYP. EA. SIDE) DBL RAFTERS <br />11. SPACING OF A35, 16d NAILS, AND ANCHOR BOLTS IS TO BE REDUCED BY 1/2, IF PLYWOOD SHEATHING OCCURS ON BOTH SIDES OF WALL. ANCHOR BOLT SPACING <br />10. THIS NAILING SCHEDULE IS FOR COMMON NAILS. THIS IS IN ADDITION TO THE MINIMUM NAILING REQUIRED BY UBC TABLE 25-Q; AND THE CITY BUILDING AND <br />13. NAIL SPACING BELOW 4" O.C. SHALL HAVE A PRE-DRILLED HOLE, WHEN USED, WHICH CAN NOT EXCEED 75% OF THE NAIL DIAMETER (BUT SHOULD BE AS <br />12. WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. EITHER SIDE. THIS IS IN ADDITION TO THE MINIMUM NAILING <br />REQUIRED BY UBC TABLE 25-Q; PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH (76 mm) <br />9. STRUCTURAL WOOD PANEL SHEAR WALLS SHALL BE COVERED WITH MINIMUM 2 LAYERS 15# FELT UNDERLAYMENT PRIOR TO PLACING FINISH MATERIAL. <br />7. WHERE THERE IS LIGHT WEIGHT CONCRETE TOPPING 3x SOLE PLATE MAY BE REPLACED BY DOUBLE 2x (USE 3/8" ∅ LAG BOLT AT MINIMUM 16" O.C. FOR 1 & 2 <br />5. USE 3x P.T. SOLE/SILL PLATE THAT RESTS ON CONCRETE OR MASONRY FOR SHEAR WALL 2 AND ABOVE. TYPICAL UNLESS NOTED OTHERWISE. <br />1. USE COMMON NAILS ONLY U.N.O. HEREIN. SINKER NAILS NOT PERMITTED. SEE GERNEAL NOTES "FRAMING LUMBER" FOR LUMBER MOISTURE CONTENT. THERE <br />SHALL BE A MINIMUM PENETRATION OF 1.94" AND 1.78" INTO NAILED MEMBERS FOR 16d AND 10d NAILS RESPECTIVELY. (20d BOX NAILS WITH 1.94" MINIMUM <br />3. ALL ANCHOR BOLT WASHERS TO BE 1/4" PL. x3 SQ. NO STANDARD CUT WASHERS PERMITTED. <br />SAFETY DEPARTMENT MEMO, NOVEMBER, 1994. USE COMMON NAILS ONLY. SEE ADDITIONAL SHEAR WALL NOTES. <br />CLOSE TO 75% AS POSSIBLE). UNSEASONED LUMBER IS ASSUMED TO BE USED. <br />NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br />SHOWN ON FOUNDATION PLAN IS MINIMUM, UNLESS NOTED OTHERWISE. <br />8. PROVIDE PRE-BORED HOLES FOR ALL LAG BOLTS AND 20d NAILS. <br />6. PROVIDE 4" PENETRATION INTO FRAMING FOR 3/8" ∅ LAGS AND 5" PENETRATION FOR 1/2" ∅ LAGS. <br />4. ANCHOR BOLTS SHALL HAVE A MINIMUM 9" EMBEDMENT INTO CONCRETE. <br />PENETRATION SHALL BE USED FOR SOLE PLATE NAILING). <br />2. ALL PLYWOOD EDGES TO BE BLOCKED. PROVIDE MINIMUM OF 1/2" EDGE DISTANCE FOR THE NAILING TO 3x MEMBERS. <br />CORNER <br />@ E.A. <br />ST2215 <br />L <br />L/3 L/3 L/3 <br />D/6 <br />D/6 <br />D <br />2" <br />2"D/4 <br />D <br />D D <br />D/3 <br />D/6 <br />D D <br />NOMINAL ACTUAL D/6 D/4 D/3 <br />6" 5 1/2" 7/8" 1 3/8" 1 13/16" <br />8" 7 1/4" 1 13/16" 1 13/16" 2 7/16" <br />10" 9 1/4" 1 1/2" 2 5/16" 3 1/16" <br />12" 11 1/4" 1 7/8" 2 13/16" 3 3/4" <br />14" 13 1/4" 2 3/16" 3 5/16" 4 7/16" <br />NOTES: <br />1) D= JOIST OR RAFTER DEPTH <br />L= JOIST OR RAFTER LENGHT <br />2) CROSS HATCHING INDICATES <br />AREA WHERE NOTCHES OR HOLES <br />ARE NOT ALLOWED. <br />3) PREFERRED LOCATION OF NOTCH <br />IS AT TOP OF MEMBER. <br />1/16" SPACE (TYP.) <br />1 1/2" <br />3/8" <br />MIN. <br />3" OR <br />GREATER <br />2 1/2"2 1/2" <br />2" <br />AD JOINING PANELS <br />6" NAILING - 2x <br />FRAMING <br />3" OR GREATER NAIL'G <br />3x FRAMING <br />AD JOINING PANELS <br />2" STAGGERED NAIL'G <br />3x FRAMING <br />AD JOINING PANELS- <br />4" OR LESS <br />NAILING <br />1 1/2"2 1/2" <br />6" NAILING 2x FRAMING <br />TYP. BOUNDARY NAIL TYP. BOUNDARY NAIL <br />4" OR LESS NAILING <br />3x FRAMING <br />6" <br />1/2" <br />EDGE DIST. <br />TYP. <br />3/16"1/2"1"1/2" <br />1/47/16 5/16 <br />5/161/2 3/8 <br />RED WOOD <br />NOT REQ.1/4, 5/16, 3/8 <br />SCREW <br />NOT REQ. <br />DOUG. FIR <br />LEAD HOLE <br />LAG SCREW ASSEMBLY <br />DIAMETER <br />(IN.) <br />DIAMETER (IN.) <br />& SO. PINE <br />5/8 7/16 3/8 <br />7/161/23/4 <br />1/25/87/8 <br />5/83/41 <br />SHANK <br />LENGHT <br />LEAD HOLE <br />LENGHT <br />SHANK <br />DIAM. <br />PROVIDE 15/64" ∅ LEAD HOLES FOR 1/2" LAG SCREWS. LAG SCREWS SHALL NOT BE DRIVEN. <br />HOLES FOR 3/8" LAGS DO NOT REQUIRE PREDRILLED LEAD HOLES. <br />AND INCREASE LENGHT OF SDS SCREWS BY 1". <br />BN BNBN <br />SHEAR WALL <br />PER PLAN <br />KING STUD <br />TRIMMER STUD <br />COUNTERSINK NUT <br />AND WASHER IN KING STUD <br />HOLDDOWN <br />PER PLAN <br />MIN 4x4 POST (U.N.O.) <br />SHEAR WALL POST <br />BN <br />SHEAR WALL KING STUD <br />PER PLAN <br />BNBN BN <br />PER SCHEDULE <br />HOLDDOWN BOLT PER SCHEDULE <br />HOLDDOWN BOLT <br />PER PLAN <br />HOLDDOWN <br />BN <br />BN <br />BN <br />PER PLAN <br />SHEAR WALL <br />2-16d NAILS @ 3" O.C. <br />FULL HEIGHT <br />AND WASHER IN KING STUD <br />COUNTERSINK NUT <br />2x STUD <br />W/16d NAILS @ 6" O.C. <br />OR 3x STUD <br />W/16d NAILS @ 8" O.C. <br />AND WASHER IN KING STUD <br />2x STUD <br />COUNTERSINK NUT <br />HOLDDOWN <br />PER PLAN <br />SHEAR WALL POST <br />MIN 4x4 POST (U.N.O.) <br />HOLDDOWN BOLT <br />PER SCHEDULE <br />PER PLAN <br />SHEAR WALL <br />BNBN <br />FULL HEIGHT <br />2-16d NAILS @ 3" O.C.BNBN <br />KING STUD <br />W/16d NAILS @ 8" O.C. <br />2x STUD <br />16d NAILS @ 8" O.C. <br />TYPICAL <br />W/16d NAILS @ 8" O.C. <br />2x STUD <br />TYPICAL <br />16d NAILS @ 8" O.C. <br />BN <br />PER PLAN <br />SHEAR WALL POST <br />MIN 4x4 POST (U.N.O.) <br />HOLDDOWN <br />PER SCHEDULE <br />PER PLAN <br />SHEAR WALL <br />BNBN <br />HOLDDOWN BOLT <br />16d NAILS @ 3" O.C. <br />PER PLAN <br />SHEAR WALL <br />PER PLAN <br />SHEAR WALL <br />BN <br />BN <br />BN <br />BN <br />SHEAR WALL <br />BN <br />PER PLAN <br />MIN 4x4 POST (U.N.O.) <br />PER PLAN <br />SHEAR WALL <br />BN <br />20d NAILS @ 3" O.C. <br />BN BN <br />SHEAR WALL POST <br />BN <br />HOLDDOWN <br />PER PLAN <br />PER SCHEDULE <br />HOLDDOWN BOLT <br />BN <br />PER PLAN <br />SHEAR WALL <br />BN <br />SHEAR WALL <br />BN <br />PER PLAN <br />MIN 4x4 POST (U.N.O.) <br />PER PLAN <br />SHEAR WALL <br />BN <br />16d NAILS @ 3" O.C. <br />BN <br />SHEAR WALL POST <br />BN <br />HOLDDOWN <br />PER PLAN <br />PER SCHEDULE <br />HOLDDOWN BOLT <br />PER PLAN <br />SHEAR WALL <br />BN <br />DO NOT INTERRUPT <br />PLYWOOD SHEATHING <br />(DO NOT CUT PLYWOOD) <br />NO NAILS <br />W/SDS1/4"x5" @ 6" O.C. <br />W/SDS1/4"x5" @ 6" O.C. <br />W/16d NAILS @ 6" O.C. <br />OR 3x STUD <br />2x STUD <br />W/SDS1/4"x5" @ 6" O.C. <br />W/16d NAILS @ 6" O.C. <br />2x STUD <br />OR 3x STUD <br />BN <br />BN <br />OR 3x STUD <br />W/16d NAILS @ 6" O.C. <br />W/SDS1/4"x5" @ 6" O.C. <br />2x STUD <br />OR 3x STUD <br />W/16d NAILS @ 6" O.C. <br />W/SDS1/4"x5" @ 6" O.C. <br />2x STUD <br />W/16d NAILS @ 6" O.C. <br />W/SDS1/4"x5" @ 6" O.C. <br />OR 3x STUD <br />2x STUD <br />PLYWOOD <br />FLOOR <br />ROOF <br />LOCATION <br />5/8" <br />3/4" <br />PANEL ID <br />24/16 <br />40/20 <br />BOUND. NAILS <br />10d @ 6" <br />10d @ 4" <br />EDGE NAILS <br />10d @ 6" <br />10d @ 6" <br />FIELD NAILS <br />10d @ 12" <br />10d @ 12"SEE SCHEDULE <br />FOR BOLTS <br />WOOD POST <br />PER PLAN <br />SEE STRUCTURAL <br />DETAILS FOR <br />EMBEDMENT <br />IF OCCURS <br />POST PER PLAN <br />MIN 4x4 <br />12" <br />MAX <br />PER SHEAR WALL SCHED. <br />PER HOLDOWN SCHEDULE <br />ANCHOR BOLT OR SSTB <br />2x OR 3x TREATED SILL <br />12" <br />MAX <br />NAILING <br />W/BOUNDARY <br />ALL AROUND <br />2x BLOCKIG <br />MIN <br />12" <br />E.N. <br />1'-4" <br />MIN. <br /> 3/8" EDGE DISTANCE <br />TYP. (1/2" @ 3x SILL PLATE) <br />ANCHOR BOLT OR SSTB <br />PER HOLDOWN SCHEDULE <br />A PLYWOOD BOTH SIDES <br />3x STUD MIN. <br />JOINTS ON OPPOSITE SIDES WITH <br />WHERE PLYWOOD SHEATHING OCCURS <br />ON BOTH SIDES OF WALL, STAGGER <br />PLYWOOD EDGE <br />3x STUD, MIN. <br />EDGE NAIL <br />EDGE NAIL <br />HOLES CUT WITH RADIUS AT EACH CORNER <br />IN SHEAR WALLS AND STRAP ACCROSS <br />CIRCULAR BORED HOLES OR SQUARE7. <br />PLYWOOD EDGE <br />KING POST ABOVE <br />2x TRIMMER <br />HEADER AND <br />TO 4x POST <br />@ 3" O.C. <br />W/16d NAILS <br />HEIGHT STUD <br />FULL 4x POST <br />EDGE OF PLYWOOD <br />END OF SHEAR WALL <br />MEMBERS TEND TO SPLIT <br />ADD BLKG AROUND ALL OPENINGS <br />OPENINGS IN A SHEAR PANEL SHALL NOT <br />EXCEED 20% OF THE PANEL LENGTH <br />MAXIMUM ACCUMULATED LENGTH OF <br />RETIGHTEN NUTS BEFORE COVERING <br />6. <br />5. <br />4. <br />ALL NAILS SHALL BE COMMON WIRE NAILS <br />SEE TIMBER NOTES FOR PLYWOOD GRADE <br />PRE-DRILL HOLES FOR NAILS WHERE <br />NOTES: <br />2x TRIMMER <br />MIN 4x4 POST <br />3. <br />1. <br />2. <br />At existing conc. footing use all thread anchor bolt w/simp. ET22 epoxy w/15" min. embd. & 3 ∅ <br />Provide 3x sill pl. (p.t.) for sills that rest on concrete or masonry for walls <br />At raised wood floor use 3x sill pl. for floor sill & mud sill at wall <br />inverted HD at top of cripple wall & a third holdown at sill pl. of cripple to footing <br />Where cripple wall below is higher than 36", use HD at base of shear wall connected to an <br />Simp A35 or A35F per shear wall sched at blk'g/sill pl. similar at dbl. top pl./blk'g the above shall <br />not be req'd where wall sheathing extend over blk'g w/boundary nailing @ wall sill pl. or dbl. pl. to <br />A307 steel anchor bolts X 9" embd. min. spaced as per s.w.s. (edge dist.=3 ∅ min.) <br />At existing cont. footing use all-thread A.B. w/9" embd. w/simp. epoxy ET22 RR#25185 (3 ∅ <br />ECCQ PER PLAN <br />ECCQ <br />3x blk'g/rim joist @ wall <br />2-5/8"∅ MB <br />PER PLAN <br />FULL HEIGHT OF WALL <br />HOLD-DOWN POST <br />min edge distance) <br />Use square washers as per "4.D" of shear wall notes for wall <br />lower pl. or upper pl. <br />4x4 POST <br />2x blk'g/rim joist @ wall <br />Use 20d nails @ 4" o.c. @ wall <br />hole on this sheet <br />For mechanical penetration thru-wall pl. see max. allow bored <br />Use lag screw per shear wall sched. at walls <br />HEADER <br />MIN 4x4 POST <br />Holdown anchor bolt per ICBO & RR for embd. <br />A.B. edge distance shall be 3 ∅ min. <br />edge distance RR#25185 <br />into 3x blk'g. <br />2x4 studs @ 16" o.c. (10' max.) otherwise 2x6 @ 16" o.c. (u.n.o.) <br />@ panel edges & sill w/boundary <br />No substitution of plywood unless a written approval by engineer of record is obtained <br />UNDER POST <br />SOLID 4x BLOCKING UNDER POST <br />SOLID 4x BLOCKING <br />Square washer per shear wall notes <br />Plywood face grain may be horz. or vert. <br />1/2" thick struc I plywood (4 plys min.) <br />See note 4 of shear wall sched <br />Holdown where occurs w/4x post min (or 2-2x4 for retrofit).UNDER POST <br />SOLID 4x BLOCKING <br />Boundary nailing at panel edges, common nails only <br />Field nailing @ 12" o.c., common nails only <br />2x blk'g @ <br />3x blk'g @ <br />nails & 1/2" minimum edge distance <br />3x studs @ <br />Dbl stud @ 1 <br />2 3 4 <br />Dbl top plate <br />2x STUDS <br />PLATE WASHER <br />PER SCHEDULE <br />COUNTERSINK NUT <br />AND WASHER IN STUD <br />16d NAILS <br />@ 3" O.C. <br />STRUCTURAL SLAB <br />OR FOOTING <br />FOR ANCHOR BOLT <br />SEE SCHEDULE <br />SIMPSON HOLDOWN <br />SEE PLAN FOR TYPE <br />NUT AND WASHER <br />PER PLAN <br />JOIST SEE PLAN <br />FOT SPACING <br />SEE SCHEDULE <br />EXTERIOR WALL <br />NAILING (B.N.) <br />BOUNDARY <br />TO <br /> <br />A <br />D <br />J <br />A <br />C <br />E <br />N <br />T <br />4' <br />- <br />0 <br />" <br /> <br />L <br />A <br />P <br /> <br />T <br />Y <br />P <br />. <br />PA <br />N <br />E <br />L <br />8' <br />- <br />0 <br />" <br /> <br />L <br />O <br />N <br />G <br /> <br />P <br />A <br />N <br />E <br />L <br />- <br />T <br />Y <br />P <br />. <br />NAILING <br />FIELD <br />NAILING <br />EDGE <br />4'-0" WIDE <br />PANEL TYP. <br />2x BLOCKING <br />WHERE BLOCKED DIAPHRAGM <br />IS SHOWN ON PLAN <br />OR T&G PLYWOOD <br />EDGE NAILING <br />2 NAILS @ JOIST <br />IF OCCURS <br />PLATE WASHER <br />(TYP) <br />PER HOLDOWN SCHEDULE <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />1"1" <br />1 3/4"1 3/4" <br />1" <br />5 1/4" <br />3/8" THICK PLATE5 1/4" <br />42" <br />6-1/2"∅ LAGS <br />MIN 2 1/2 EMB <br />INTO BLOCKING <br />OR RIM JOIST <br />GLASS PANEL TRACK <br />AND CONNECTION <br />FULL PEN WELD <br />ALL AROUND <br />TS 3"x3"x1/4" <br />TUBE STEEL <br />PER MANUFACTURER <br />GLASS PANEL TRACK <br />AND CONNECTION <br />PER MANUFACTURER <br />1"LARR# 25374 <br />LARR# 25374 <br />20d NAILS OR SDS <br />SCREWS PER SHEAR <br />WALL SCHEDULE <br />HOLDOWNS <br />PER PLAN <br />SAME SIZE <br />HOLD-DOWN <br />POST AS OCCUR. <br />SEE PLAN <br />STRAP <br />PER PLAN <br />CMST12 STRAP <br />CUT TO LENGTH <br />2x OR 3x SILL PER <br />SHEAR WALL SCHEDULE <br />PLYWOOD FLOOR <br />SHEATHING PER PLAN <br />EDGE NAIL (EN) <br />INDIVIDUAL PIECES OF PLYWOOD <br />SHALL NOT BE LESS THAN 2'-0" <br />IN LEAST DIMENSION, <br />NOR 8'-0" SQ.FT. IN AREA. <br />2x OR 3x STUD @ <br />PLYWOOD EDGES PER <br />SHEAR WALL SCHEDULE <br />2x OR 3x BLKG, TYP. PER <br />SHEAR WALL SCHEDULE <br />2X STUD WALL W/ PLYWOOD <br />SHEATHING PER PLAN AND <br />SHEAR WALL SCHEDULE <br />PLATE WASHER TYP. <br />AT BOLT LOCATIONS <br />ANCHOR BOLT PER PLAN <br />AND SHEAR WALL SCHEDULE <br />1 <br />2 3 4 <br />2 3 4 <br />2 3 4 <br />1 <br />2 3 4 <br />1 <br />2 3 4 <br />2 3 4 <br />1WOOD SHEAR WALL CONSTRUCTION DETAIL <br />SHEARWALL BOTTOM CONNECTION <br />2x BLOCKING @ 48" O.C. <br />PER SCHEDULE <br />B.N. <br />PER PLAN <br />FLOOR JOIST <br />B.N.SHEATHING <br />FLOOR <br />ANCHOR BOLTS <br />PER SCHEDULE <br />B.N. <br />PER PLAN <br />SHEARWALL <br />B.N. <br />P.T. SILL PLATE <br />PER SCHEDULE <br />PER SCHEDULE <br />ANCHOR BOLTS <br />SOLE PLATE <br />PER SCHEDULESHEARWALL <br />SHEARWALL TOP CONNECTION <br />WHERE OCCURSSHEARWALL <br />PER PLAN <br />(OR LTP4 OPTIONAL) <br />A35 PER SCHEDULE <br />STEM MIN 8" <br />CONCRETE OR MASONRY <br />B.N.FLOOR JOISTS PER PLAN6 <br />6 <br />1112 <br />14 <br />6 <br />11 <br />6 <br />15 <br />11 <br />6 <br />15 <br />2 <br />2x OR 3x STUDS 2 <br />RIM JOIST <br />2x FOR <br />3x FOR <br />SHEAR WALL1 <br />2 3 4 <br />FLOOR JOIST <br />IF OCCURS <br />2x OR 3x <br />STUDS 2 <br />PER PLAN <br />FOUNDATION <br />15 <br />PLYWOOD <br />B.N.B.N.SHEATHING <br />WHERE OCCURS <br />PER PLAN <br />SHEARWALL <br />PER SCHEDULE <br />NAILS OR SCREWS <br />2x OR 3x STUDS <br />2WHERE OCCURS <br />2x OR 3x STUDS <br />WHERE OCCURS <br />(OR LTP4 OPTIONAL) <br />A35 PER SCHEDULE 14 <br />2x OR 3x STUDS 2 <br />PER PLAN <br />SHEARWALL <br />PER SCHEDULE <br />NAILS OR SCREWS <br />FLOOR JOIST <br />IF OCCURS <br />SHEARWALL <br />PER PLAN <br />2x BLOCKING FOR <br />SHEAR WALL <br />3x BLOCKING FOR <br />SHEAR WALL <br />1 <br />2 3 4 <br />FLOOR FRAMING <br />12 <br />2x BLOCKING FOR <br />SHEAR WALL <br />3x BLOCKING FOR <br />SHEAR WALL <br />1 <br />3 4 <br />PER PLAN <br />FLOOR JOISTFLOOR JOIST <br />IF OCCURS <br />(OR LTP4 OPTIONAL) <br />A35 PER SCHEDULE 14 <br />PER SCHEDULE <br />NAILS OR SCREWS12 <br />SHEATHING <br />FLOOR <br />2WHERE OCCURS <br />2x OR 3x STUDS <br />2TYPICAL SHEAR TRANSFER DETAIL <br />RAISED FLOOR <br />OR 3x STUD <br />W/16d NAILS @ 6" O.C. <br />W/SDS1/4"x5" @ 6" O.C. <br />2x STUD <br />3TYPICAL WALL INTERSECTION <br />(E.N.) <br />4ROOF AND FLOOR DIAPHRAGM <br />NOTES: <br />1. O.S.B. OF SAME THICKNESS AND NAILING MAY BE SUBSTITUTED IN LIEU OF PLYWOOD. <br />2. USE BOUNDARY NAILING AT ALL HIPS, RIDGES, VALLEYS AND OPENINGS. <br />3. USE COMMON NAILS FOR ALL DIAPHRAGM NAILING. <br />4. PLYWOOD SHALL BE GLUED FOR FLOORS. PLYWOOD SHALL BE T&G FOR BALCONIES <br />AND CATWALKS. <br />DIAPHRAGM SCHEDULE <br />5 <br />6NOTCHING AND BORING OF JOISTS 7TYPICAL FRAMING @ ROOF OPENINGS 8TYPICAL GUARDRAIL POST INSTALLATION <br />9TYPICAL PLYWOOD NAILING 10LAG SCREW REQUIREMENTS 11HOLDOWN INSTALLATION <br />1/2" <br />NOTES: <br />1. TABLE APPLIES FOR DOUGLAS FIR LARCH, SOUTHER PINE WOODS, AND REDWOOD (PER <br />1994 UBC SEC. 2337). <br />2. LAG SCREWS SHALL BE WRENCH TIGHTENED; HAMMERING OF LAG SCREWS IS NOT <br />PERMITTED. <br />3. SOAP OR OTHER APPROVED LUBRICANTS SHALL BE USED ON THE THREADED PORTION <br />OF THE LAG SCREW TO PREVENT DAMAGING THE SCREW AND FACILITATE INSERTION. <br />4. THE SHANK HOLE SHALL HAVE THE SAME DIAMETER AND DEPTH OF PENETRATION AS <br />THE SHANK LENGTH AND DIAMETER. <br />5. THE LEAD HOLE SHALL HAVE THE SAME DEPTH AS THE THREADED PORTION OF THE <br />LAG SCREW. <br />TYPICAL SHEAR WALL OPENING DETAIL <br />1 <br />8" <br />DETAIL A <br />A <br />- <br />CONT. STUDS/POST <br />W/ B.N. & HOLDOWN <br />PER PLAN (TYP.) <br />CMSTC 16 OVER 4X BLK'G <br />U.N.O. ON PLAN <br />(TYP.) <br />(SEE NOTE 4 & 5) <br />2X STUD PER PLAN <br />SHEAR PANEL <br />TYPE PER PLAN <br />B.N. AT BLK'G & <br />EDGES OF <br />SHEAR WALL <br />2-2X TOP PL <br />(SLOPED AT GABLE ROOF <br />WHERE OCCURS) <br />HEADER <br /> PER PLAN <br />WINDOW SILL <br />WHERE OCCURS <br />NAILING/SCREWS <br />/BOLT PER PLAN <br />(2) ROWS 16d <br />SINKER NAIL STAGG. <br />PER SCHED. ABV. (TYP.) <br />2 ROWS 16d <br />SINKER NAIL STAGG. <br />PER SCHED. ABV. (TYP.) <br />NOTES: <br />1. INSTALL HOLDOWN ON RETURN WALL AT CORNERS WHEN APPLICABLE. <br />2. USE FULL WIDTH BLK'G & WINDOW SILL FOR STRAP ON BOTH SIDES OF (2) SIDED SHEAR PANELS. <br />3. NAIL BOTH PLYWD. PANELS ON SAME MEMBER. <br />4. FOR SHEAR WALL WITH MULTIPLE OPENINGS, HORIZONTAL STRAP AT TOP AND BOTTOM OF THE OPENING SHOULD BE CONTINUED TO THE END <br />OF WALL OR WHERE IT INTERSECTS THE VERTICAL EDGE OF ANOTHER OPENING. <br />5. IN CASE OF DOUBLE SIDED SHEAR WALL, USE HORIZONTAL STRAP ONLY AT ONE SIDE U.N.O. <br />PANEL EDGE <br />@ 6" O.C. <br />@4" O.C. <br />@ 3" O.C. <br />@ 5" O.C. <br />1 <br />2 <br />3 <br />4 <br /> PANEL TYPE NAIL SPACING <br />EVGENY NA GOVITSY <br />N <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />1 <br />5 <br />0 <br />6 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />OW <br />N <br />E <br />R <br />: <br /> <br />N <br />A <br />N <br />C <br />Y <br /> <br />C <br />A <br />L <br />T <br />A <br />G <br />I <br />R <br />O <br />N <br />E <br />SHEAR WALL SCHEDULE <br />TYPE SHEATHING <br />MATERIAL <br /> PANEL NAILING <br />PERIMETER FIELD <br />BLKG. TO <br />PLATE <br />CONNECTION <br />PLATE TO <br />BLKG. <br />CONNECTION <br />ANCHOR <br />BOLTS <br />(U.N.O.) <br />EMBED. <br />DEPTH <br />SHEAR, <br />PLF <br />(LRFD) <br />SHEAR, <br />PLF <br />(ASD) <br />SILL <br />PLATE <br />1 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />6" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 20" O.C. <br />20d NAILS <br />@ 6" O.C. <br />5/8"∅ @ <br />48" O.C.9" 392 245 2x <br />2 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />6" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 16" O.C. <br />20d NAILS <br />@ 4" O.C. <br />5/8"∅ @ <br />32" O.C.9" 544 340 3x <br />3 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />4" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 10" O.C. <br />SDS 1/4"x6" <br />@ 8" O.C. <br />5/8"∅ <br />@24" O.C.9" 816 510 3x <br />4 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />3" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 8" O.C. <br />SDS 1/4"x6" <br />@ 5" O.C. <br />5/8"∅ @ <br />24" O.C.9" 1064 665 3x <br />5 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />2" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 6" O.C. <br />SDS 1/4"x6" <br />@ 4" O.C. <br />5/8"∅ @ <br />16" O.C.9" 1392 870 3x <br />DRAWN: <br />CHECKED: <br />DATE: <br />SCALE: <br />JOB #: <br />E.N. <br />T.S. <br />N.T.S. <br />24-24-456 <br />SHEET: <br />S4 <br />07/26/24 <br />1506 E Clemensen Ave & <br />#212/12/2024