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48 PLYWOOD STAGGER JOINTS
<br />SHEETS TYP (TYP) r^I
<br />PERPENDICULAR TO FRAMING B.N.
<br />EDGE OF PLYWD SHEETS
<br />ON CE OF JOISTS OR
<br />RAFTERS
<br />SEE PLAN FOR SPACING
<br />OF JOISTS OR RAFTERS
<br />EDGE OF NAIL CENTER
<br />PLYWOOD JOINTS ON
<br />JOINTS OR RAFTERS
<br />3/8" MIN EDGE DISTANCE
<br />FOR NAILING (TYP)
<br />E.N. FLAT BLKG PER
<br />OR SCHEDULE
<br />TYPE
<br />PLYWOOD
<br />NAIL SIZE
<br />BOUNDARY
<br />EDGE
<br />FIELD
<br />PANEL
<br />THICKNESS
<br />INDEX
<br />ROOF
<br />5/8" COX
<br />8d
<br />6"
<br />6"
<br />12"
<br />24/0
<br />FLOOR
<br />Y" T&G
<br />10d
<br />6"
<br />6"
<br />12"
<br />32 16
<br />PLY.FLR./ROOF DIAPHRAGM-TYP
<br />4'-0" MIN.
<br />y� JOINT JOINT
<br />PLATE SIZE & NUMBER OF II
<br />NAILS S[E SCHEDULE
<br />16d ®6" MIN. TYP.
<br />BETWEEN SPLICES
<br />3-8d
<br />BRACE MIN. 1x6 LET —IN BRACE
<br />I:I FROM SILL TO TOP PLATE
<br />ALL UNSHEATHED WALLS
<br />AT 25'-0" O.C. MAX.
<br />USE —
<br />4'-0" MIN.
<br />JOINT
<br />BOLTS, S�E SCHEDULE
<br />1 �1Z" TYP. i, i 3"� 6" 6" 3"
<br />1iT T �
<br />I I MINI MIN.1 I
<br />II I I I Ir
<br />12 GA x PLATE WIDTH
<br />SPLICE STRAP
<br />BETWEEN PLATES
<br />AT JOINT
<br />SCHEDULE
<br />TYPE
<br />NO. NAILS OR BOLTS EACH SIDE
<br />OF JOINT
<br />PLATE
<br />SIZE UNO
<br />A
<br />8 — 16d NAILS
<br />2 — 2x
<br />B
<br />12 — 16d NAILS
<br />2 — 2x
<br />C
<br />16 — 16d NAILS
<br />2 — 2x
<br />D
<br />22 — 16d NAILS
<br />2 — 2x
<br />E
<br />3 — 3/4" 0 BOLTS OR MST60
<br />2x 2x
<br />TYP. TOP PLATE SPLICE
<br />EXTERIOR _ INTERIOR
<br />BEARING& NON —BEARING WALLS
<br />NOTCH OR BORE
<br />FRACTION OF STUD 2 4 2X6 2X8
<br />4/10 D 13�.... 3"
<br />6/10 D 2" 3Y4 4Y4"
<br />TYP. BORE & NOTCH PLATES
<br />PLAN VIEW
<br />BOLT SPLICE
<br />PLATE CUT THROUGH
<br />FOR PIPE OR VENT
<br />SIMPSON FHA SERIES
<br />STRAP ® EACH PLATE
<br />ON EACH SIDE
<br />4/10 D MAX. STUD
<br />WIDTH BORE
<br />6/10 D MAX. STUD
<br />WIDTH BORE
<br />NOTE:
<br />NAIL FHA STRAP W/
<br />(4) 16d COMMON NAILS
<br />® EACH END
<br />-WOOD
<br />-'G.'G
<br />IL. TOP PLATES
<br />i SOLE PLATES
<br />MIN.
<br />GE DISTANCE
<br />:'FQ TYP
<br />SHEAR SCHEDULE (CDX STRUCTURAL 1)
<br />SYM SIDE #FT MATERIAL NAILS EDGE FIELD ORD. FLOOR UPPER FLR. A35
<br />Ag ONE 225 7/8" PAPER 3 6 5/8" @ 48" 16d ® 7" 24" O.C.
<br />BAKED LATH
<br />D W/16 GA. STAPLES
<br />ONE 280 15/32" PLYWD (24/0) 8d 6 6 5/8" ® 48" 1 16d ® 6" 15" O.C.
<br />10 WALL CONSTRUCTION: 2X SILL, STUDS, & TOP PLATES. USE END POST PER HOLDOWN REQUIREMENTS
<br />TWO 1560 1 15/32" PLYWD (24/0) 1 8d 1 6 1 6 5/8" @ 24" 15/32"0@7" O.C. 1 7" O.C.
<br />WALL CONSTRUCTION: 3X SILL, 3X STUDS ® BOUNDARIES, & 3X TOP PLATE, OFFSET
<br />ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
<br />ONE 1350 15/32" PLYWD (24/0) 1 8d 1 4 1 6 5/8" ® 32" 1 16d ® 5" 12"
<br />11 WALL CONSTRUCTION: 2X SILL, STUDS, & TOP PLATES. USE END POST PER HOLDOWN REQUIREMENTS
<br />3 X ONE 430 15/32" PLYWD (24/0) 8d 4 6 5/8" 32" 16d 4" 10" O.C.
<br />1 1 WALL CONSTRUCTION: 3X SILL® FOUNDATION, 2X SILL @ RAISED FLOOR R SECOND STORY, 3X
<br />STUDS ® ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST MIN) OR AS REQD BY HOLDOWN
<br />3 X TWO 1860 1 15/32" PLYWD (24/0) 1 8d 1 4 1 6 5/8" ® 16" 15/32"0®7" O.C. 1 5" O.C.
<br />1 1 WALL CONSTRUCTION: 3X SILL, 3X STUDS ® BOUNDARIES, & 3X TOP PLATE, OFFSET
<br />ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
<br />3 X ONE 1550 15/32" PLYWD (24/0) 8d 3 1 6 5/8" 0 24" 1 16d ® 3" 7" O.C.
<br />12 WALL CONSTRUCTION: 3X SILL® FOUNDATION, 2X SILL @ RAISED FLOOR OR ECOND STORY, 3X
<br />STUDS ® ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST (MIN) OR AS REQD BY HOLDOWN
<br />TWO 1 1100 15/32" PLYWD (24/0) 1 8d 1 3 1 6 5/8" 0 16" 15/32"0®6" O.C. 7" O.C. ® E.S.
<br />WALL CONSTRUCTION: 3X SILL, 3X STUDS ® BOUNDARIES, & 3X TOP PLATE, OFFSET
<br />ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
<br />3 X ONE 1730 1 15/32" PLYWD (24/0) 1 8d 1 2 1 6 5/8" ® 16" 1 16d ® 2" 6" O.C.
<br />13 WALL CONSTRUCTION: 3X SILL® FOUNDATION, 2X SILL ® RAISED FLOOR OR ECOND STORY(0//3X BLK'G, 3X
<br />STUDS ® ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST (MIN) OR AS REQ'D by HOLDOWN
<br />TWO 11460 15/32" PLYWD (24/0) 1 8d 1 2 1 6 1 5/8" ® 16" 1/2"007.5" O.C. 6" O.C. ® E.S.
<br />WALL CONSTRUCTION: 3X SILL, 3X STUDS ® BOUNDARIES, & 3X TOP PLATE, OFFSET
<br />ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
<br />3 X ONE 1870 15/32" PLYWD (32/16) 1 10d 1 2 1 6 1 5/8" ® 16" 1 16d ® 2" 5" O.C.
<br />ZLL WALL CONSTRUCTION: 3X SILL® FOUNDATION, 2X SILL ® RAISED FLOOR OR SECOND STORY(0/3X BLK'G, 3X
<br />STUDS ® ADJOINING PANELS, & 2-2X TOP PLATES. USE 3X END POST (MIN) OR AS REQ'D BY HOLDOWN
<br />1 TWO 1740 15/32" PLYWD (32/16) 10d 2 6 5/8" ®8" 1/2"4®6" O.C. 5" O.C. ®E.S.
<br />WALL CONSTRUCTION: 3X SILL, 3X STUDS 0 BOUNDARIES, & 3X TOP PLATE, OFFSET
<br />ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
<br />NOTES:
<br />1. WHERE PANEL NAILING IS SPACED ® 2" O.C. OR CALCULATED SHEAR LOAD EXCEEDS 11 350 PLF, USE:
<br />a) 3X STUDS ® ADJOINING PANELS W/ STAGGERED NAILS
<br />b) 3X SILLS ® FOUNDATION LEVEL.
<br />c) NAIL DOUBLE TOP PLATES TOGETHER W/ 16d SINKER NAILS ® 4" O.C.
<br />d) PLYWOOD PANEL EDGE NAILING SHALL BE STAGGERED.
<br />2. WHERE PLYWOOD SHEAR PANELS OCCUR ON BOTH SIDES OF WALL:
<br />a) USE 3X STUDS 0 ALL BOUNDARIES (TOP PLATES, & ADJOINING PANELS)
<br />b) OFFSET ADJOINING PANELS ON OPPOSING SIDES W/ PLYWOOD PANEL EDGE NAILING SHALL BE STAGGERED.
<br />3. WHERE SILL NAILING IS 2" OR LESS, OR LAG SCREW IS USED PROVIDE 3X BLK'G, RIM JOIST, OR BEAM
<br />INSURE THAT THE WOOD BEAM BELOW AND DOES NOT TEND TO SPLIT. PRE —DRILL FOR NAILS IF
<br />SPLITTING IS OBSERVED, USING A DRILL SIZE 3/4 OF THE DIAMETER OF THE SILL NAILING.
<br />4. MINIMUM 3X NOMINAL FRAMING AT ADJOINING PANEL EDGES AND STAGGERED EDGE NAILING WHERE 10d NAILS WIHT
<br />MORE THAN 1 1/2 INCHES PENETRATION INTO FRAMING ARE SPACED 3 INCHES ON CENTER OR CLOSER.
<br />5. NO ADJOINING PANEL JOINTS SHALL NOT BE USED AT 2X SILL PLATE AT RAISED FLOOR OR 2nd. STORY
<br />OTHERWISE, USE 3X SILL PLATE.
<br />6. ALL PLYWOOD EDGES TO BE BLOCKED —USE 3X BLOCKING AT 2" O.C. NAILING.
<br />7. NAILS SHALL BE COMMON OR GALVANIZED BOX (HOT —DIPPED OF TUMBLED).
<br />8. ALLOWABLE LOADS FOR "SDS" SCREWS ARE BASED ON SIMPSON CATALOG AND ICC—ES CODE REPORT ESR-2236.
<br />9. "SDS" SCREWS INSTALL BEST WITH A LOW SPEED 1/2" DRILL WITH A 15/32" HEX HEAD DRIVER.
<br />10. FULL PENETRATION INTO MAIN MEMEBR IS REQUIRED FOR SIMPSON "SDS" WOOD SCREWS.
<br />11. LOAD DURATION FACTOR OF CD=1.6 IS CONSIDERED IN ALLOWABLE VALUES OF "SDS" SCREWS.
<br />12. THE ANCHOR BOLTS FOR SHEAR WALLS SHALL INCLUDE STEEL PLATE WASHER, A MIN. 0.229x3x3 IN SIZE.
<br />13. SEISMIC FORCE IS INCREASED 25% FOR CONNECTIONS OF DIAPHRAGM TO SHEAR WALL.
<br />14. TABLE BASED ON C.R.C. 2022 EDITION.
<br />15. SPECIAL INSPECTION REQUIRED FOR SHEARWALLS OVER 350 LB VALUE
<br />16. WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER
<br />SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED
<br />FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE
<br />STAGGERED.
<br />17. ALL ANCHOR BOLTS AND PLATE WASHERS SHALL BE GALVANIZED STEEL.
<br />18 TYP. SHEAR WALL SCHEDULE 14
<br />4/10 MAX. STUD
<br />1/4 D MAX. STUD
<br />WIDTH NOTCH
<br />`�
<br />WIDTH NOTCH
<br />5/8" MIN.
<br />EDGE DIST
<br />6/10 MAX. STUD
<br />TYP. ALL
<br />WIDTH BORE
<br />O
<br />STUDS
<br />0
<br />4/10 D MAX. STUD
<br />WIDTH BORE
<br />NON— BRG. STUDS
<br />EXT. - BRG. STUDS
<br />NOTE:
<br />NOTCH / BORE
<br />NOTCH AND BORE
<br />FRAC. OF STUD
<br />2X4
<br />2X6
<br />NOT TO OCCUR ON
<br />1/4 D
<br />Y8"
<br />1%11
<br />SAME STUD WITHIN
<br />4/10 D
<br />1K
<br />2Ys"
<br />4ft OF EACH OTHER
<br />6/10 D
<br />2"
<br />�4
<br />19 TYP. BORE &NOTCH @STUD
<br />MIDDLE 1/3
<br />OUTER 1/3
<br />OF SPAN
<br />OUTER 1/3
<br />OF OF SPANAT TOP
<br />NO NOTCHES
<br />OF SPAN ONLY
<br />T OR BOTTOM
<br />ALLOWED U.N.O.
<br />AT TOP OR BOTTOM
<br />o �
<br />0
<br />J1
<br />1
<br />�
<br />MIDDLE 1/3
<br />OUTER 1/3
<br />OF SPAN THAN ONE NOTCH MUST HAVE
<br />OF SPAN
<br />NO BORING
<br />APPROVAL OF THE STRUCTURAL
<br />(2) HOLES MAX
<br />ALLOWED U.N.O.
<br />ENGINEER.
<br />z
<br />ols
<br />x N
<br />_i
<br />2X LARGEST `1 2
<br />BORE DIA. ON.
<br />BORING
<br />FRACTION OF
<br />JOIST
<br />2X6
<br />2X8
<br />2X10
<br />2X12
<br />2X14
<br />D/6
<br />7 8
<br />1-1/8"
<br />1-1 2
<br />1-7/8'
<br />11
<br />2-1 8
<br />D/3
<br />1-1/4-2-15/32-13"
<br />3-3/4"
<br />—15/32'
<br />NOTE: PLACE BORED HOLE
<br />® CENTER OF DEPTH OF BEAM
<br />OR JOIST IF POSSIBLE. CONTACT
<br />STRUCTURAL ENGINEER FOR
<br />EVALUATION OF BORED OR
<br />NOTCHED BEAMS OR JOISTS
<br />PRIOR TO MODIFICATION OF
<br />FRAMING MEMBER.
<br />15
<br />TYP. PIPE PENETRATION AT PLATES 20 TYP. BORE &NOTCH @ BM OR JOIST 16
<br />2X C.J.
<br />WHERE OCCURS
<br />SEE ARCH'L
<br />5/8" DRYWALL
<br />A-35 OR LTP4 ® 32" O.C.
<br />U.N.O. ON SHEAR WALL SCHEDULE
<br />2-2X TOP PLATE
<br />W/16d @ 16'
<br />BEAM (WHERE OCCURS) —
<br />2X STUDS ® 16" — TYP.—
<br />MARK
<br />NAILS
<br />A
<br />(3) 16d
<br />B
<br />(4) 16d
<br />C
<br />(5) 16d
<br />D
<br />(6) 16d
<br />E
<br />(8) 16d
<br />9 EXT. BEARING WALL @ROOF
<br />STRA
<br />SIMP
<br />® 41
<br />ROOFING SEE ARCH'L
<br />PLY'D STH'G
<br />SEE WOOD NOTES
<br />B.N.
<br />(4)-16d, (TYP)
<br />® EA. C.J. TO R.R.
<br />2X FASCIA BOARD
<br />W/ 3-16d TYP.
<br />2X SOLID BLK'G
<br />W/ 3-16d EA. END TO JSTS
<br />PLY'D SHEAR WALL
<br />B.N. SEE SCHED.
<br />PLYWOOD AT SHEAR WALL
<br />WHERE OCCURS, SEE PLAN
<br />RIDGE BOARD/BEAM "IN
<br />2" DEEPER THAN R.R. U.N.O.
<br />PER PLAN W/ SIMP. A35 ® E.S.*
<br />OR 'U' HGR. OF EACH R.R.
<br />USE SKEW HANGERS AT HIPS TYP. SIMPSON STRAP TIE NAILING
<br />* OPTIONAL ROOF RAFTER W/(4)-16d'S TOE NAIL'G ST22 USE (18) 16d NAILS
<br />TO RIDGE/HIP WHEN SPAN < 8'-0"
<br />10 TYP. ROOF FRAMING DETAIL
<br />11 BEAM TO POST DETAIL
<br />12 GABLE END FRAMING
<br />L
<br />2X C.J.
<br />WHERE OCCURS
<br />SEE ARCH'L I
<br />5/8" DRYWALL
<br />A-35 OR LTP4 ® 32" O.C.
<br />U.N.O. ON SHEAR WALL SCHEDULE
<br />2-2X TOP PLATE
<br />W/16d ® 16"
<br />BEAM (WHERE OCCURS) —
<br />2X STUDS @ 16" — TYP.—
<br />MARK
<br />NAILS
<br />A
<br />(3) 16d
<br />B
<br />(4) 16d
<br />C
<br />(5) 16d
<br />D
<br />(6) 16d
<br />E
<br />(7) 16d
<br />EXT. BEARING WALL ROOF
<br />EDGE NAIL SHEATHING
<br />TO UPPER TOP PLATE
<br />SHEAR WALL
<br />WHERE OCCU
<br />2x4 BRACING @ 4
<br />O.C. W/ (3) 8d N
<br />AT EACH END
<br />ROOF FRAMING
<br />END
<br />CITY OF SANTA ANA
<br />ar�ning and Building Agency
<br />1 r�
<br />ROOFING SEE ARCH'L ,
<br />PLY'D STH'G E
<br />SEE WOOD NOTES
<br />B.7)�PPT ISSUANCE
<br />@ EA. C.J.(TYP) �Ri MI
<br />® EA. CTO R.R.
<br />7744 Westminster Blvd, Suite 201
<br />Westminster, CA 92683
<br />�_2X FASCIA BOARD Phone: (909) 538-7067
<br />w/ 3-16d TYP. Email: bao@bdpeng.com
<br />2X SOLID BLK'G C y I
<br />W/ 3-16d EA. END TO JSTS .7 1
<br />PLY'D SHEAR WALL stamp
<br />B.N. SEE SCHED. DEItEk OFESS/p�
<br />O l
<br />-PLYWOOD AT SHEAR WALL Z
<br />n
<br />WHERE OCCURS, SEE PLAN f f-. �
<br />Y
<br />* EXP.06-30-2026
<br />C / v 1 u.
<br />F OF CA1.�F0
<br />SIGNED DATE: 09/11 /2024
<br />GENERAL CONTRACTOR
<br />BOUNDARY NAIL
<br />ROOF SHEATHING
<br />2X4 FLAT OUTLOOKER @32" O.C.
<br />W/(2) 16d SHORT END NAILS
<br />AT EACH END
<br />I•as'00] a021a10f,
<br />2X FULL DEPTH BLOCKING AT 48" O.C.
<br />W/ BOUNDARY NAIL ® ROOF SHT'G & (3)
<br />8d COMMON TOENAILS TO TOP PLATES
<br />A35F AT 32" O.C. U.N.O. PER
<br />SHEAR WALL SCHEDULE INATALLED
<br />BELOW SHT'G OR LTP4 AT SAME
<br />SPACING 0/ SHT'G (ALT: A35 ABOVE
<br />PLATE AT SAME SPACING) NAIL W/
<br />(6) 8d JOIST NAILS AT RAFTERS
<br />AND PLATES. USE APPLIED 0/
<br />SHEATHING
<br />STUD WALL OR BM
<br />PER PLAN
<br />C.L. SPLICE AT
<br />C.L. POST �
<br />BEAM PER PLAN STRAP PER PLAN \�
<br />SIMP. EF
<br />POST CA
<br />POST PER
<br />INTERMEDIATE
<br />7 BEAM TO POST DETAIL
<br />I 1— 2x4 WALL STUDS (BALLOON FRAMING)
<br />2— ROOF SHEATHING
<br />I
<br />I 3— SHEAR —WALL WHERE OCCURS PER PLAN
<br />J4— RR PER PLAN
<br />5— NOT USED
<br />6— CEILING JOIST PER PLAN
<br />7— AT STUDS GREATER THAN 10' HIGH, PROVIDE
<br />2x6 DIAGONAL BRACING 0 32" O.C. W/ (3)
<br />16d NAIL TO THE BLOCKING AT EACH END
<br />7A— 2x6 TO SUPPORT STUD WALL GREATER THAN
<br />10' HIGH. PROVIDE (3) 16d NAIL TO EACH
<br />BLOCKING (ITEM 78)
<br />7B— 2X BLOCKING ® 32" O.C. W/ (2) 16d
<br />SHORT END NAILS AT EACH END
<br />7C— 2x6 LATERAL BRACING (3) 16d NAIL TO
<br />EACH DIAGONAL BRACING (NOT REQUIRED IF
<br />THE LENGTH OF DIAGONAL BRACING, L, IS
<br />LESS THAN 6'-0")
<br />SPLICE
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<br />PROJECT NO.: 2024-106
<br />3 DATE: JAN. 12, 2024
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<br /># Date Description
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<br />I-, STRUCTURAL
<br />DETAILS
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