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8NONE <br />10NONE <br />7NONE1NONE <br />9NONE <br />PLYWOOD ROOF SHEATHING <br />A <br />B <br />BLOCKING <br />SECTION B <br />RAFTER <br />1/2" <br />L <br />RAFTER <br />DETAIL A <br />BLOCKING <br />THICK AND SHALL CONFORM TO <br />1. PLYWOOD SHEATHING SHALL BE 23/32" <br />ROOF SHEATHING NOTES: <br />PRODUCT STD. PS 1-95 <br />FRAMING PLANS SHALL RECEIVE TWO ROWS <br />OF CONTINUOUS EDGE NAILING, SEE PLANS <br />7. BLOCK ALL EDGES, TYP. <br />FOR LOCATIONS. <br />CONT. EDGE NAILING: <br />6. BEAMS DENOTED "STRUT" ON THE ROOF <br />PLYWOOD SHEATHING PATTERN. <br />4. PLACE PLYWOOD SHEET WITH FACE PLIES <br />5. RAFTER LAYOUT SHALL BE COORDINATED <br />WITH 4'-0" MODULE AS RELATED TO <br />EDGE NAILING: 8d @ 6" O.C. <br />FIELD NAILING: 8d @ 12" O.C. <br />NOT LESS THAN 2'-0" IN LEAST DIMENSION <br />3. INDIVIDUAL PLYWOOD SHEETS SHALL BE <br />NOR LESS THAN 8'-0" SQ. FEET IN AREA. <br />USE FULL SIZE SHEETS WHEREVER POSSIBLE. <br />PERPENDICULAR TO RAFTERS. <br />8d (10 1/4 GA X2") FULL HEAD. <br />2. NAILS FOR PLYWOOD SHEATHING SHALL BE <br />BOUNDARY AND <br />APA STRUCTURAL I RATED, EXPOSURE 1. <br />L <br />EDGE NAILING-SEE NOTES <br />8 @ 4" O.C. <br />6NONE <br />4NONE3NONE2NONE <br />POST SEE <br />WOOD POST PER PLAN <br />HOLDOWN PER PLAN <br />2x SILL PLATE <br />CONCRETE SLAB <br />ANCHOR BOLT <br />PER SCHEDULE <br />SILL PLATE <br />PLAN <br />HOLDOWN ANCHOR <br />ANCHOR BOLT <br />ADETAIL <br />EDGE NAIL <br />SHEATHING <br />PLYWOOD <br />POST <br />BOTTOM OF <br />SLAB <br />FLOOR LINE <br />2x TRIMMER <br />EDGE NAIL <br />TO POST <br />& FOOTING <br />PER SCHEDULE <br />HDU <br />SEE SCHEDULE <br />HOLDOWN <br />ANCHOR <br />SIMPSON <br />TYPICAL HDU TYPE HOLDOWN ANCHOR DETAIL <br />HOLDOWN <br />HDU2 <br />ANCHOR BOLT <br />ASTM (A 36) <br />SSTB16 <br />EMBED- <br />MENT <br />12-5/8" <br />HDU4 16-5/8" <br />HDU5 <br />HDU8 24-7/8" <br />20-5/8" <br />6- SDS1/4"x2-1/2" <br />SSTB20 <br /># SCREWS TO POST <br />10- SDS1/4"x2-1/2" <br />14- SDS1/4"x2-1/2" <br />20- SDS1/4"x2-1/2" <br />EDGE <br />DISTANCE <br />1-7/8" <br />1-7/8" <br />1-7/8" <br />2-5/8" <br />SSTB24 <br />SSTB28 OR SB7/8x24 <br />HDU11 24"30- SDS1/4"x2-1/2"2-5/8"SB1x30 <br />HHDQ11 24"30- SDS1/4"x2-1/2"2-5/8"SB1x30 <br />5NONE <br />EPOXY <br />PER SCHEDULE <br />11NONE 12NONE <br />13NONE <br />CONTINUOUS EDGENAILING-FOR SIZE ANDSPACING-SEE NOTES <br />STAGGER NAILING TYP. <br />AT PLYWOOD JOINTS <br />BUTT PLYWOOD SHEETSALONG C OF SUPPORTS <br />INTERMEDIATE <br />NAILING @ 12" <br />O.C. TYPICAL <br />EDGE OF ROOF AND/OR <br />EXTERIOR WALL BELOW <br />BUTT PLYWOOD SHEETS <br />AT C OF BLOCKING <br />3x4 BLK'G. <br />FLAT WITH <br />SIMPSON "Z" <br />CLIPS EA. END <br />CONTINUOUS <br />EDGE NAILING <br />TYP. <br />CONTINUOUS <br />PLYWOOD EDGE <br />BOUNDARY NAILING <br />SEE NOTES <br />SIMPSON <br />HDU <br />HOLDOWN <br />ANCHOR SEE <br />SCHEDULE <br />14NONE 15NONE <br />1 7 <br />8 " <br />9" <br /> <br />M <br />I <br />N <br />. <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />6" <br />4" <br />SEE PLAN <br />3" CLR. <br />STUD WALL EXTERIOR FOOTING <br />TYP. SHEAR WALL WITH HOLDOWN ANCHOR DETAIL <br />NAIL <br />NOTE: 6x6 POST @ 6" WALL <br /> 4x4 POST @ 4" WALL <br />2x STUD TYP. <br />16d @ 4" O.C. <br />SIMPSON HOLDOWN <br />16d @ 12" O.C., TYP. <br />POST <br />BOUNDARY <br />NAIL <br />POST <br />16d @ 4" O.C. <br />PLYWOOD SHEAR WALL <br />TYP. <br />SIMPSON HOLDOWN <br />2x STUD TYP. <br />6x6 POST @ 6" WALL <br />4x4 POST @ 4" WALL <br />PLYWOOD SHEAR <br />WALL, TYP. <br />BOUNDARY <br />BOUNDARY <br />NAIL <br />TYP. <br />BOUNDARY <br />16d @ 4" O.C. <br />NAIL <br />TYP. <br />16d @ 4" O.C. <br />PLYWOOD SHEAR <br />WALL, TYP. <br />2x4 STUDS @ 16"O.C. <br />UNLESS OTHERWISE <br />NOTED. <br />2x4 P.T. SILL PLATE 5 <br />W/ " Ø X 12" 8 ANCHOR <br />BOLTS AND 3"x3"x1/4" <br />THICK PLATE WASHER <br />@ 48" O.C. UNLESS <br />OTHERWISE NOTED. <br />CONCRETE SLAB <br />#4 DOWELS <br />@32" O.C. <br />2-#4 @ TOP <br />& BOTTOM <br />26 GA.GALV. STL <br />WEEP SCREED MIN. 4" <br />FROM FINISH GRADE <br />EDGE NAIL <br />SHEAR PANEL PER <br />PLAN & SCHEDULE <br />16NONE 17NONE <br />2X FASCIA <br />W/ 2-16d PER <br />ROOF RAFT. <br />16d @ 12" O.C. <br />16d @ 6" O.C. <br />2x R.R. AS PER PLANB.N. <br />2x4 BRACE @ 48" O.C. <br />A35 @ 24" O.C. <br />2x4 STUDS <br />ROOF SHEATHING PER <br />B.N. <br />E.N. <br />W-3-16d EA.END. <br />DBL. 2x4 PLATES <br />DBL. 2X4 PLATES <br />2x C.J. PER PLAN <br />SHEAR PANEL PER <br />PLAN & SCHEDULE <br />WHERE OCCURS@ 16" O.C. <br />SHEAR TRANFER DETAIL <br />INTERIOR STUD WALL <br />CONC. SLAB <br />2x PRESSURE TREATED <br />SILL PLATE W/ 1 <br />8"x31 <br />2" <br />SHOT PIN @ 48" O.C. <br />W/ 14 GA. WASHERS <br />FIRST 2 PINS PLACED <br />AT 6" FROM PLATE <br />END (HILTI DN. PINS) <br />LARR# 25469 <br />2x STUDS @ 16"O.C. <br />1/2 DRYWALL TYP. <br />1. NAILS SHALL BE STAGGERED WHERE <br />2x STUD @ PLYWOOD <br />2x STUD <br />TYP. PLYWOOD JOINT DETAIL <br />PLYWOOD JOINT <br />PLAN-PLYWOOD <br />EDGE NAIL <br />EDGES TYP. <br />B <br />PLYWOOD NAILING AT SPLICE <br />NAILS ARE SPACED 3" INCHES <br />OR LESS ON CENTER. <br />"X" <br />A <br />1 1/2"MIN. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />"X" <br />NOTE: <br />EDGE NAIL <br />PLAN-PLYWOOD BOTH SIDES <br />PLYWOOD JOINT <br />C <br />EDGE NAIL <br />PLYWOOD JOINT <br />3x STUD <br />NOTE: <br />2x STUD TYP. <br />AT EDGE OF <br />PLYWOOD <br />2x FLAT BLOCKINGAT EDGES OF PLYWOOD <br />1.WHERE PLYWOOD SHEATHING OCCURS <br />ON BOTH SIDES, STAGGER JOINTS ON <br />OPPOSITE SIDES. <br />2.NAILS SHALL BE STAGGERED WHERE <br />NAILS ARE SPACED 3" INCHES OR LESS <br />ON CENTER. <br />3x STUD @ PLYWOOD <br />EDGES TYP. <br />1/ <br />2 <br />" <br />@ 24" O.C. <br />WALL PARALLEL TO JOIST <br />DBL. PLATE <br />STUD WALL <br />2x4 FLAT <br />2x NAILER W/ <br />@ 16" O.C. <br />16d NAILS <br />WALL PERPENDICULAR TO JOIST <br />CL <br />R <br />. <br />STUD WALL <br />1/2" CLR. TO <br />PLATE TO JOIST <br />DBL. PLATE <br />(2) 16d NAILS <br />PER 2x4 FLAT <br />JOIST OR RAFTER JOIST OR RAFTER <br />NON-BEARING WALL DETAIL <br />SIMPSON STC <br />TRUSS CLIP @ <br />32" O.C. <br />CL <br />ROOF SHEATHING PER PLAN <br />BOUND. NAILING <br />EDGE NAIL <br />SHEATHING AND NAILING <br />PER (S-N)/(1&2) <br />RIDGE SEE PLAN <br />2x TRUSS <br />PER PLAN <br />2X SOLID BLOCKING WITH <br />(2) 16d NAILS EACH END <br />TO TRUSS PLATES (DO NOT <br />DISTURB TRUSS PLATES <br />2x TRUSS <br />PER PLAN <br />RIDGE BLOCKING <br />TRUSS <br />PLATE <br />2-2x TOP PLATE <br /> @ OPENING PER PLAN <br />HDR. AS PER PLAN <br />3x BLOCKING <br />TO THE EDGE <br />OF CORNER <br />MST DRAG STRUT <br />2x4 STUD <br />@ 16" O.C. <br />LTP4 PER <br />SW SCHED <br />ROOF RAFTERS <br />OR FLOOR JOISTS SHEAR WALL (SEE PLAN) <br />2x SOLID BLK'G. <br />DRAG CONNECTION DETAIL EAVE TRUSS CONNECTION <br />ROOF SHEATHING <br />AND NAILING PER PLAN <br />W/ RADIANT BARRIER <br />ROOF MATERIAL - SINGLES <br />G.I. GUTTER <br />FLASHING <br />EXTERIOR PLASTER <br />SHEATHING <br />PER PLAN <br />2X FASCIA BOARD <br />TRUSS PER PLAN <br />GYPSUM BOARD <br />GYPSUM BOARD <br />SEE TRUSS PLAN <br />E.N.2X SOLID BLOCKING <br />E.N. <br />A35 @ 24" O.C. <br />2x TRIMMER <br />TYPICAL PLYWOOD SHEAR PANEL ELEVATION <br />SEE PLAN <br />TOP PLATE SPLICE WHERE OCCURS <br />SHEAR WALL AS SHOWN IN PLANS <br />S-2 <br />2B <br />AT PLYWOOD <br />2x STUDS TYP. <br />2A <br />S-2 <br />JOINTS JOINTS <br />3x TREATED SILL PLATE <br />(TYP.) <br />AT EACH BOLT <br />SIMPSON BP3/4" <br />TYP. <br />2x BLK'G. TYP. <br />AT PLYWOOD <br />POST <br />SIMPSON MSTA18 BOTH SIDES OF TOP PLATE <br />FLR. LINE <br />WALL WITHOUT DESIGNATION <br />OR TOP <br />OF CURB <br />CONT. FOOTING <br />2x TREATED <br />SILL PLATE <br />OPNG. <br />3 <br />S-2 <br />TYP. <br />LINTEL PER PLAN <br />A35 - TYP. <br />POST <br />2x STUD <br />TYP. <br />@16" O.C. <br />TO MATCH SHEAR WALL <br />PLANE. EDGE NAIL & FIELD <br />NAIL WITH 10d @ 12" O.C. <br />PLYWOOD SHTG <br />TO SERVE AS FURRING <br />7" <br />DETAIL <br />#4 DOWEL <br />30" <br />NEW <br />A DETAIL <br />#4 DOWEL <br />EXISTING <br />30" <br />EXISTING <br />7" <br />B <br />NEW <br />5/8" Ø DRILLED HOLE <br />FILLED WITH SIMPSON <br />EPOXY-SET XP PER <br />ICC ES ESR#2508 <br />SPECIAL DEPUTY INSPECTION REQUIRED <br />5/8" Ø DRILLED HOLE <br />FILLED WITH SIMPSON <br />EPOXY-SET XP PER <br />ICC ES ESR#2508 <br />(N) FOOTING TO (E) FOOTING HOLDOWN AT (E) FOOTING <br />(E) FOOTING <br />(E) SLAB <br />(E) SILL PLATE <br />MINIMUN POST SIZE 4x4 <br />"B <br />" <br />(E) 2 X STUDS <br />HDU HOLDOWN <br />EDGE OF FOOTING <br />HOLDOWN <br />HDU2 <br />ANCHOR BOLT <br />ASTM (A 307) <br />5/8" Ø ALL <br />EMBED- <br />MENT "B" <br />12" <br />HDU5 18" <br />6- SDS1/4"x2-1/2" <br /># SCREWS TO POST <br />10- SDS1/4"x2-1/2" <br />EDGE <br />DISTANCE <br />1-7/8" <br />1-7/8" <br />THREADED ROD <br />5/8" Ø ALL <br />THREADED ROD <br />HDU8 18"20- SDS1/4"x2-1/2"5/8" Ø ALL <br />THREADED ROD 2-5/8" <br />SPECIAL DEPUTY INSPECTION REQUIRED FOR EPOXY INSTALLATION <br />3/4"Ø DRILLED HOLE WITH AN ALL <br />THREADED ROD ASTM A307 W / SIMPSON <br />SET-XP EPOXY PER LARR # 25744 & ICC ES <br />ESR# 2508 (ONLY AT EXISTING FOUNDATION) <br />NEW CONSTRUCTION EXISTING CONSTRUCTION <br />ROOF SHEATHING <br />PER PLAN <br />(N) 2x R.R. / C.J. <br />(E) ROOF SHEATHING <br />(E) 2x R.R./C.J. <br />(E) 2x4 STUDS(N) 2x4 STUDS <br />@ 16" O.C. <br />2-2x4 TOP PLATES <br />DRAG STRUT PER PLAN <br />NEW TO EXISTING DRAG STRAP <br />SHEAR PANEL PER PLAN (E) DBL. 2X4 PLATES <br />(E) 2x4 STUDS <br />(E) 2x C.J. <br />EDGE NAIL <br />SHEAR TRANSFER DETAIL <br />& SCHEDULE <br />2x C.J. <br />PER PLAN <br />SIMPSON <br />CS16x36" <br />STRAP @ <br />24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />2x R.R. <br />PER PLAN <br />(N) ROOF <br />SHEATHING <br />(N) 2x R.R.E.N. <br />SIMPSON <br />SDS1/4x6 <br />SCREWS @ <br />16" O.C.2x BLK'G <br />@ 24" O.C. <br />W/ (4) 10d <br />EDGE NAIL <br />SIMPSON <br />SDS1/4x4 <br />SCREWS <br />@ 16" O.C. <br />(E) ROOF SHEATHING <br />(E) 2x R.R. <br />SHEAR PANEL PER PLAN <br />& SCHEDULE <br />S-N <br />18 <br />FOR ADDITIONAL <br />INFORMATION <br />SEE <br />(N) R-19 INSULATION <br />(N) FLOOR SHEATING <br />(N) 2X6 BLOCKING <br />(E) NAT. <br />(N) INSULATION <br /> (N) 2X F.J. PER PLAN <br />(N) A35 @ 16" O.C. <br />(N) 2X STUDS @ 16" O.C. <br />(N) 2X SOLE PLATE(N) SHEAR WALL <br />PER PLAN & SCHEDULE <br />(N) 2x P.T. SILL PLATE <br />W/ NEW 5 <br />8" Ø X 12" <br />ALL THREARED RODS AND <br />3"x3"x0.229" THICK PLATE <br />WASHER @ 32" O.C. <br />(N) EPOXY HILTI HIT-RE 500-SD <br />LARR# 25744TYPICAL <br />(N) METAL FLASHING <br />4" <br />12 <br />" <br />4" <br />2" <br />SAND FILL <br />(N) CONCRETE SLAB <br />PER PLAN <br />(N) #4 DOWEL <br />@ 32" O.C.30" LAP <br />(N) EDGE NAIL <br />6"GRADE <br />ICC ESR# 2322 SET-XP <br />W/2 #4 TOP & BOTTOM <br />(N) CONCRETE FOOTING <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />WHERE OCCURS <br />RI <br />V <br />E <br />R <br />S <br />I <br />D <br />E <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />JO <br />S <br />E <br /> <br />A <br />. <br /> <br />V <br />E <br />G <br />A <br />AS <br />S <br />I <br />S <br />T <br />A <br />N <br />T <br /> <br />C <br />I <br />V <br />I <br />L <br /> <br />E <br />N <br />G <br />. <br />DATE <br />SCALE <br />SHEET NO. <br />SHEET TITLE <br />08/01/2024 <br />1/4" = 1' <br />S-2 <br />STRUCTURAL <br />DETAILS <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />12 <br />2 <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />B <br />E <br />W <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />12 <br />2 <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />B <br />E <br />W <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />NE <br />W <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />S <br />I <br />N <br />G <br />L <br />E <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />LA <br />W <br />R <br />E <br />N <br />C <br />E <br /> <br />V <br /> <br />R <br />E <br />Y <br />HOLD - 122 N <br />Bewley St9/24/2024