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RESTRICTIVE NOTICE
<br />DATE REVISIONS
<br />SHEET DESCRIPTION
<br />PROJECT OWNER
<br />PROJECT ADDRESS
<br />STAMP
<br />NO:
<br />REVISIONS
<br />DATE SIGNED: 1/27/26
<br />THESE DESIGNS, DRAWINGS, AND
<br />SPECIFICATIONS ARE THE EXCLUSIVE
<br />PROPERTY OF DONG ENGINEERING.
<br />THESE DRAWINGS CANNOT BE COPIED,
<br />TRANSFERRED, OR REPRODUCED NOR
<br />CAN ANY OTHER STRUCTURES BE BUILT
<br />FROM THEM WITHOUT WRITTEN CONSENT.
<br />SHEET
<br />DE#:
<br />TEL- 714-617-5979
<br />GARDEN GROVE, CA 92841
<br />7661 GARDEN GROVE BLVD.,
<br />DONG ENGINEERING, INC.
<br />INFO@DONGENGINEERING.COM
<br />250421
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<br />12/31/2025 PLAN CHECK01
<br />01/27/2026 PLAN CHECK02
<br />SD3
<br />STRUCTURAL DETAILS
<br />1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP.
<br />1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP.
<br />22 x 4 STUD (U.N.O.)
<br />22 x 4 STUD (U.N.O.)22 x 4 STUD (U.N.O.)
<br />22 x 4 STUD (U.N.O.)
<br />3SHEARWALL PER PLAN.WALL~2
<br />3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2
<br />3SHEARWALL PER PLAN.WALL~2
<br />4EDGE NAILING.MISC~3
<br />4EDGE NAILING.MISC~34EDGE NAILING.MISC~3
<br />4EDGE NAILING.MISC~3
<br />4EDGE NAILING.MISC~3
<br />4EDGE NAILING.MISC~3
<br />516d @ 3" O.C. STAGGERED.
<br />516d @ 3" O.C. STAGGERED.
<br />COND: "A"COND: "C"
<br />COND: "B"COND: "D"
<br />1. SEE PLAN FOR SHEAR WALL
<br />HOLDOWN/ STRAP.
<br />2. 2X STUD (U.N.O.)
<br />3. SHEARWALL PER PLAN.
<br />4. BOUNDARY NAILS.
<br />5. 16d @ 3" O.C. STAGGERED.
<br />1
<br />SHEARWALL/WALL INTERSECTION
<br />℄ PANEL JOINT.
<br />3/8" TYP.
<br />℄ PANEL JOINT.
<br />3/8" TYP.
<br />OFFSET EDGE SUPPORT
<br />OFFSET EDGE SUPPORT
<br />1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />2JOIST.32 x 4 W/ 16d @ 12" O.C.
<br />42 x 4 FLAT W/ (2) 10d @ EA. END.
<br />1. ROOF SHEATHING AND NAILING
<br />PER NAILING SCHDL.
<br />2. JOIST.
<br />3. 2 x 4 W/ 16d @ 12" O.C.
<br />4. 2 x 4 FLAT W/ (2) 10d @ EA. END.
<br />1
<br />BLOCKING AT EDGE SUPPORT
<br />1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN.
<br />2FIELD NAILING PER PLAN.3CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN.
<br />1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN.
<br />4DISCONTINUOUS PANEL EDGE, E.N. PER PLAN.
<br />5FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR).
<br />6DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT.
<br />1. PANEL BOUNDARY & BOUNDARY
<br />NAILING (B.N.) PER PLAN.
<br />2. FIELD NAILING PER PLAN.
<br />3. CONTINUOUS PANEL EDGE, NO
<br />BLKG', E.N. PER PLAN.
<br />4. DISCONTINUOUS PANEL EDGE,
<br />E.N. PER PLAN.
<br />5. FRAMING @ 24" O.C. SHOWN (16"
<br />O.C. SIMILAR).
<br />6. DIRECTION OF FACE GRAIN
<br />PERPENDICULAR TO SUPPORT.
<br />NOTES:
<br />- STAGGER JOINTS AS SHOWN.
<br />- MIN. SIZE OF SHEET SHALL BE
<br />2 FT. x 2 FT.
<br />- NAILS SHALL BE DRIVEN TIGHT
<br />BUT SHALL NOT FRACTURE
<br />SURFACE OF SHEATHING.
<br />- TOLERANCE ON NAILING SHALL BE
<br />3/4" W/ THE AVERAGE NAIL
<br />SPACING OVER ANY 4 FT. LENGTH
<br />BEING AT LEAST THAT NOTED ON
<br />THE PLAN.
<br />1
<br />PLYWOOD SHEATHING LAYOUT
<br />1
<br />TYPICAL HEADER DETAIL
<br />1HDR. PER PLAN.WALL~4
<br />2(3) 16d COMMON FROM KING STUD TO HEADER, TYP.
<br />3SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0"
<br />4SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER.
<br />5(2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL.
<br />1. HDR. PER PLAN.
<br />2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP.
<br />3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR
<br />WALLS AT OPENINGS WIDER THAN 8'-0"
<br />4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER.
<br />5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL.
<br />1RIDGE PER PLAN.ROOF~15
<br />1RIDGE PER PLAN.ROOF~15
<br />SCALE:
<br />FLUSH RIDGE COND.
<br />NTS
<br />2SIMPSON SLOPABLE FACE MOUNTED HANGER W/ FASTENERS PER MFR. SEE PLAN.H-LSSR26_L_412~
<br />4ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~16SIMPSON COILED STRAP CS16 AROUND W/ 13" END LENGTH @ 32" O.C.MISC~55EDGE NAILING.MISC~3
<br />SCALE:
<br />DROP RIDGE COND.
<br />NTS
<br />32X ROOF RAFTER PER PLAN.ROOF~2
<br />32X ROOF RAFTER PER PLAN.ROOF~2
<br />4ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~15EDGE NAILING.MISC~37LAP AND SPLICE U/ 3-16d @ EA. SIDE 82X FULL DEPTH BLOCKING.W-B2X6~1
<br />1. RIDGE PER PLAN.
<br />2. SIMPSON "LUS" HANGER PER
<br />PLAN.
<br />3. 2X ROOF RAFTER PER PLAN.
<br />4. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />5. BOUNDARY NAILS.
<br />6. SIMPSON COILED STRAP CS16
<br />W/ 11" END LENGTH @ 32" O.C.
<br />7. LAP AND SPLICE W/ 3-16d @
<br />EA. SIDE.
<br />8. 2X FULL DEPTH BLOCKING.
<br />1
<br />CONNECTION DETAIL
<br />1RIDGE PER PLAN.ROOF~1522X ROOF RAFTER PER PLAN.ROOF~2
<br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />4A35 @ EA. RAFTER
<br />5SIMPSON STRAP LSTA30 @ 32" O.C.6EDGE NAILING.MISC~3
<br />1. RIDGE PER PLAN.
<br />2. 2X ROOF RAFTER PER PLAN.
<br />3. ROOF SHEATHING AND NAILING PER NAILING SCHDL.
<br />4. A35 @ EA. RAFTER
<br />5. SIMPSON STRAP LSTA30 @ 32" O.C.
<br />6. EDGE NAILING.
<br />1
<br />CONNECTION DETAIL
<br />1BM. PER PLAN CONT. OVER INTERMEDIATE POST.
<br />1BM. PER PLAN CONT. OVER INTERMEDIATE POST.
<br />1BM. PER PLAN CONT. OVER INTERMEDIATE POST.
<br />2POST PER PLAN.WALL~32POST PER PLAN.WALL~3
<br />2POST PER PLAN.WALL~32POST PER PLAN.WALL~3
<br />2POST PER PLAN.WALL~3
<br />3LTP4 ON TOP OF CORNER BEAMS.
<br />41/2" DIA. LAG SCREW W/ 4" EMBED. INTO POST OR W/ 7" EMBED. FOR INVERT.41/2" DIA. LAG SCREW W/ 4" EMBED. INTO POST OR W/ 7" EMBED. FOR INVERT.
<br />41/2" DIA. LAG SCREW W/ 4" EMBED. INTO POST OR W/ 7" EMBED. FOR INVERT.
<br />41/2" DIA. LAG SCREW W/ 4" EMBED. INTO POST OR W/ 7" EMBED. FOR INVERT.
<br />5BM. PER PLAN, MITER CUT @ CORNER POST.
<br />5BM. PER PLAN, MITER CUT @ CORNER POST.
<br />41/2" DIA. LAG SCREW W/ 4" EMBED. INTO POST OR W/ 7" EMBED. FOR INVERT.
<br />6ALT. METHOD USE "PC", "BC" OR "AC" CONNECTOR, BM. CAN BE SPLICED ON POST.7ALT. METHOD USE "EPC", "BC" OR "LCE" @ CORNER CONDITION.
<br />8RETURN BM. IF OCCURS. WILL NEED "W" TOP FLANGED HANGER OFFSET @ "EPC" & "BC". MAYBE MITER CUT W/ "LCE" ON EA. BM AS ALT.
<br />1. BM. PER PLAN CONT. OVER
<br />INTERMEDIATE POST.
<br />2. POST PER PLAN.
<br />3. LTP4 ON TOP OF CORNER BEAMS.
<br />4. 1/2" DIA. LAG SCREW W/ 4" EMBED. INTO
<br />POST OR W/ 7" EMBED. FOR INVERT.
<br />5. BM. PER PLAN, MITER CUT @ CORNER POST.
<br />6. ALT. METHOD USE "PC", "BC" OR "AC"
<br />CONNECTOR, BM. CAN BE SPLICED ON POST.
<br />7. ALT. METHOD USE "EPC", "BC" OR "LCE" @
<br />CORNER CONDITION.
<br />8. RETURN BM. IF OCCURS. WILL NEED "W" TOP
<br />FLANGED HANGER OFFSET @ "EPC" & "BC".
<br />MAYBE MITER CUT W/ "LCE" ON EA. BM AS ALT.
<br />1
<br />BEAM TO STANDALONE POST
<br />1
<br />SHEAR TRANSFER
<br />12X ROOF RAFTER PER PLAN.Roof~2
<br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1
<br />32X STUD WALL PER PLAN.Wall~1
<br />32X STUD WALL PER PLAN.Wall~1
<br />42X CEILING JOIST PER PLAN.Roof~3
<br />52X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1
<br />6SIMPSON HURRICANE CLIP H2.5A @ EA. TRUSS TO TOP PLATE.A-H2.5A_L~
<br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4
<br />92X FULL DEPTH BLOCKING.W-B2X8~1
<br />10BOUNDARY NAILS.N-10d~
<br />112X BEVELED BLK'G.Roof~4
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />3. 2X STUD WALL PER PLAN.
<br />4. 2X CEILING JOIST PER PLAN.
<br />5. 2X SOLE PLATE W/ 16d
<br />@ 6" O.C. U.N.O., SEE NAILING
<br />PER SHEARWALL SCHDL.
<br />6. SIMPSON H2.5A @ EA.
<br />RAFTER TO TOP PLATE.
<br />7. FRAMING CLIP LTP4 PER SW.
<br />SCHDL. @ 48" O.C. MAX.
<br />8. 2X SUBFASCIA
<br />W/ 2-10d TO EA. R.R.
<br />9. 2X6 BLK'G.
<br />10. BOUNDARY NAILS.
<br />11. 2X BEVELED BLK'G.
<br />12. DBL. TOP PLATE OR DROP
<br />BM. PER PLAN.12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6
<br />72X BEVELED BLK'G.Roof~4
<br />82X BEVELED BLK'G.Roof~4
<br />1RIDGE BEAM PER PLAN.
<br />3CONT. POST PER PLAN.4DBL. TOP PLATE.W-22X4~4DBL. TOP PLATE.W-22X4~
<br />3CONT. POST PER PLAN.5SIMPSON STRAP "CS16".A
<br />A
<br />SECTION A-A
<br />2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1
<br />1. RIDGE BEAM PER PLAN.
<br />2. SIMPSON "ECCQ" COLUMN CAP.
<br />3. 4X4 MIN. CONT. KING POST.
<br />4. DBL. TOP PLATE OR DROP BEAM PER PLAN.
<br />5. SIMPSON STRAP "CS16" W/ 11" MIN. END LENGTH AT EA. TOP PLATE.
<br />1
<br />CONNECTION DETAIL
<br />12X ROOF RAFTER PER PLAN.Roof~2
<br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1
<br />32X STUD WALL PER PLAN.Wall~1
<br />32X STUD WALL PER PLAN.Wall~1
<br />42X CEILING JOIST PER PLAN.Roof~3
<br />52X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1
<br />6SIMPSON HURRICANE CLIP H2.5A @ EA. TRUSS TO TOP PLATE.A-H2.5A_L~
<br />7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1
<br />92X FULL DEPTH BLOCKING.W-B2X8~1
<br />10BOUNDARY NAILS.N-10d~
<br />112X BEVELED BLK'G.Roof~4
<br />12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6
<br />13SHEARWALL PER PLAN.WALL~2
<br />10CONT. PLYWOOD.
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. ROOF SHEATHING AND NAILING
<br />PER NAILING SCHDL.
<br />3. 2X STUD WALL PER PLAN.
<br />4. 2X CEILING JOIST PER PLAN.
<br />5. 2X SOLE PLATE W/ 16d @ 6" O.C.
<br />U.N.O., SEE NAILING
<br />PER SHEARWALL SCHDL.
<br />6. SIMPSON HURRICANE CLIP H2.5A
<br />@ EA. RAFTER TO TOP PLATE.
<br />7. FRAMING CLIP A35 PER
<br />SHEARWALL SCHDL. @ 48" O.C. MAX.
<br />9. 2X BLOCKING.
<br />10. BOUNDARY NAILS.
<br />11. 2X BEVELED BLK'G.
<br />12. DBL. TOP PLATE OR
<br />DROP BM. PER PLAN.
<br />13. SHEARWALL PER PLAN.
<br />1
<br />SHEAR TRANSFER
<br />1RIDGE BEAM PER PLAN.
<br />3CONT. POST PER PLAN.4DBL. TOP PLATE.W-22X4~
<br />4DBL. TOP PLATE.W-22X4~
<br />3CONT. POST PER PLAN.5SIMPSON STRAP "CS16".
<br />A
<br />A
<br />SECTION A-A
<br />2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1
<br />1. RIDGE BEAM PER PLAN.
<br />2. SIMPSON "ECCQ" COLUMN CAP.
<br />3. 4X4 MIN. F.H. POST.
<br />4. DBL. TOP PLATE OR DROP BEAM PER PLAN.
<br />5. SIMPSON STRAP "CS16" W/ 11" MIN. END LENGTH AT EA. TOP PLATE.
<br />6. CEILING BEAM PER PLAN.
<br />7. SIMPSON HUC HANGER TO F.H. POST.
<br />1
<br />CONNECTION DETAIL
<br />6SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1
<br />7DBL. TOP PLATE.W-22X4~
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />22X CEILING JOIST PER PLAN.ROOF~3
<br />32X BEVELED BLK'G.ROOF~4
<br />4DBL. TOP PLATE.W-22X4~
<br />52X STUD WALL PER PLAN.WALL~1 6SHEARWALL PER PLAN.WALL~2
<br />6SHEARWALL PER PLAN.WALL~2
<br />4DBL. TOP PLATE.W-22X4~
<br />52X STUD WALL PER PLAN.WALL~1
<br />8FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />8FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 92X BLK'G @ 48" O.C.
<br />10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />11BOUNDARY NAILS.N-8d~
<br />11BOUNDARY NAILS.N-8d~72X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. 2X CEILING JOIST PER PLAN.
<br />3. 2X BEVELED BLK'G.
<br />4. DBL. TOP PLATE.
<br />5. 2X STUD WALL PER PLAN.
<br />6. SHEARWALL PER PLAN.
<br />7. 2X SOLE PLATE W/ 16d
<br />@ 6" O.C. U.N.O., SEE NAILING
<br />PER SHEARWALL SCHDL.
<br />8. FRAMING CLIP LTP4 PER
<br />SHEARWALL SCHDL.
<br />@ 48" O.C. MAX.
<br />9. 2X BLK'G @ 48" O.C.
<br />10. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />11. BOUNDARY NAILS.
<br />1
<br />SHEAR TRANSFER
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />22X CEILING JOIST PER PLAN.ROOF~3 22X CEILING JOIST PER PLAN.ROOF~3
<br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />4CEILING BEAM PER PLAN.ROOF~14 5SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1
<br />6DBL. TOP PLATE.W-22X4~7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />8SHEARWALL PER PLAN.WALL~2
<br />92X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
<br />10BOUNDARY NAILS.N-10d~
<br />10BOUNDARY NAILS.N-10d~
<br />10BOUNDARY NAILS.N-10d~
<br />112X BEVELED BLK'G.ROOF~4
<br />12ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. 2X CEILING JOIST PER PLAN.
<br />3. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />4. CEILING BEAM PER PLAN.
<br />5. SIMPSON APPROVED
<br />HANGER PER PLAN.
<br />6. DBL. TOP PLATE OVER
<br />2X4 @ 16" O.C. STUD WALL.
<br />7. FRAMING CLIP LTP4 PER
<br />SHEARWALL SCHDL.
<br />@ 48" O.C. MAX.
<br />8. PLYWOOD TYPE "A".
<br />9. 2X SOLE PLATE W/ 16d @ 6"
<br />O.C. U.N.O., SEE NAILING PER
<br />SHEARWALL SCHDL.
<br />10. BOUNDARY NAILS.
<br />11. 2X BEVELED BLK'G.
<br />W/ 2-16d @ 6" O.C. TO BM.
<br />12. ROOF SHEATHING
<br />W/ 2X R.R. PER CALIFORNIA
<br />FRAMING.
<br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />1
<br />SHEAR TRANSFER
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />22X CEILING JOIST PER PLAN.W-2X6~2
<br />32X FULL DEPTH BLK'G @ 48" O.C. BETWEEN RIM & 1ST JOIST. BOUNDARY NAILS TO BLK'G.
<br />4DBL. TOP PLATE.W-22X4~
<br />52X STUD WALL PER PLAN.WALL~1 11SHEARWALL PER PLAN.WALL~2
<br />72X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
<br />8FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />6SHEARWALL PER PLAN.WALL~252X STUD WALL PER PLAN.WALL~1
<br />4DBL. TOP PLATE.W-22X4~8FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />9ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. 2X CEILING JOIST PER PLAN.
<br />3. 2X FULL DEPTH BLK'G @ 48"
<br />O.C. BETWEEN RIM & 1ST
<br />JOIST. BOUNDARY NAILS TO
<br />BLK'G.
<br />4. DBL. TOP PLATE OR DROP
<br />BM. PER PLAN.
<br />5. 2X STUD WALL PER PLAN.
<br />6. SHEARWALL PER PLAN.
<br />7. 2X SOLE PLATE W/ 16d @ 6"
<br />O.C. U.N.O., SEE NAILING PER
<br />SHEARWALL SCHDL.
<br />8. FRAMING CLIP LTP4 PER
<br />SHEARWALL SCHDL.
<br />@ 48" O.C. MAX.
<br />9. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />10. BOUNDARY NAILS.
<br />11. CONT. PLYWOOD SAME
<br />TYPE AS SHEARWALL BELOW.
<br />10BOUNDARY NAILS.N-10d~
<br />1
<br />SHEAR TRANSFER
<br />STRAP
<br />21
<br />22
<br />CS16
<br />(2)CS16
<br />END LENGTH
<br />3'-6"
<br />3'-6"
<br />CAPACITY
<br />1700#
<br />NAILS/ SPACING
<br />8d BOX/ SINKER @ 2-1/16" O.C.
<br />3400#8d BOX/ SINKER @ 2-1/16" O.C.
<br />5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6
<br />END LENGTHEND LENGTH
<br />3SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE.1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS.
<br />22X FLAT BLK'G W/ E.N., SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN. 4 BAYS).4ROOF SHEATHING AND NAILING PER NAILING SCHDL.
<br />1. TYPICAL ROOF RAFTER.
<br />2. 2X FLAT BLK'G W/ E.N., SEE PLAN
<br />FOR BLK'G LENGTH OR NO. OF
<br />BAYS. (MIN. 4 BAYS).
<br />3. SIMPSON STRAP CS16 W/ 8d
<br />SINKER NAIL @ 2-1/16" O.C. CUT TO
<br />FIT OVERALL BAYS OF BLK'G
<br />WHERE APPLICABLE.
<br />4. ROOF SHEATHING AND NAILING
<br />PER NAILING SCHDL.
<br />5. DBL. TOP PLATE OR DROP BM.
<br />PER PLAN.
<br />NOTE:
<br />- USE DBL. BLOCKING OR 2X FLAT
<br />BLOCKING FOR MARK 22
<br />21
<br />1
<br />DRAG DETAIL
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />22X CEILING JOIST PER PLAN.ROOF~322X CEILING JOIST PER PLAN.ROOF~3
<br />3DBL. TOP PLATE.W-22X4~
<br />42X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
<br />3DBL. TOP PLATE.W-22X4~
<br />52X STUD WALL PER PLAN.WALL~16SHEARWALL PER PLAN.WALL~2
<br />7ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />7ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />8ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8
<br />6SHEARWALL PER PLAN.WALL~2
<br />9BOUNDARY NAILS.N-10d~
<br />10FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />10FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~19BOUNDARY NAILS.N-10d~
<br />9BOUNDARY NAILS.N-10d~
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. 2X CEILING JOIST PER PLAN.
<br />3. DBL. TOP PLATE OR DROP
<br />BM. PER PLAN.
<br />4. 2X SOLE PLATE W/ 16d
<br />@ 6" O.C. U.N.O., SEE NAILING
<br />PER SHEARWALL SCHDL.
<br />5. 2X STUD WALL PER PLAN.
<br />6. SHEARWALL PER PLAN.
<br />7. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />8. ROOF SHEATHING
<br />W/ 2X R.R. PER CALIFORNIA
<br />FRAMING.
<br />9. BOUNDARY NAILS.
<br />10. FRAMING CLIP LTP4/ A35
<br />PER SHEARWALL SCHDL.
<br />@ 48" O.C. MAX.
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />1
<br />SHEAR TRANSFER
<br />12X ROOF RAFTER PER PLAN.ROOF~2 2DBL. TOP PLATE.W-22X4~12X ROOF RAFTER PER PLAN.ROOF~2
<br />32X CEILING JOIST PER PLAN.ROOF~3 32X CEILING JOIST PER PLAN.ROOF~3
<br />42X BLK'G @ 4'-0" O.C.
<br />52X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
<br />2DBL. TOP PLATE.W-22X4~
<br />62X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~2
<br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />8ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />8ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />10BOUNDARY NAILS.N-8d~
<br />10BOUNDARY NAILS.N-8d~
<br />11SHEARWALL PER PLAN.WALL~2
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. DBL. TOP PLATE OR DROP
<br />BM. PER PLAN.
<br />3. 2X CEILING JOIST PER PLAN.
<br />4. 2X BLK'G @ 4'-0" O.C.
<br />5. 2X SOLE PLATE W/ 16d
<br />@ 6" O.C. U.N.O., SEE NAILING
<br />PER SHEARWALL SCHDL.
<br />6. 2X MEMBER W/ 2-16d
<br />@ EA. STUD.
<br />7. FRAMING CLIP A35 PER
<br />SHEARWALL SCHDL.
<br />@ 48" O.C. MAX.
<br />8. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />9. FRAMING CLIP @ ALT.
<br />LOCATION.
<br />10. BOUNDARY NAILS.
<br />11. SHEARWALL PER PLAN.
<br />12. 2X STUD WALL PER PLAN.
<br />13. PLYWOOD SAME TYPE AS
<br />SHEARWALL BELOW.
<br />14. SIMPSON HURRICANE CLIP
<br />H8 @ 48" O.C.
<br />10BOUNDARY NAILS.N-8d~
<br />122X STUD WALL PER PLAN.WALL~1
<br />122X STUD WALL PER PLAN.WALL~1
<br />10BOUNDARY NAILS.N-8d~
<br />10BOUNDARY NAILS.N-8d~
<br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />9BOUNDARY NAILS.N-8d~
<br />13FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1
<br />1
<br />SHEAR TRANSFER
<br />14SIMPSON HURRICANE CLIP H8 @ 48" O.C.A-H8_L~
<br />1
<br />1
<br />SHEAR TRANSFER
<br />12SIMPSON HURRICANE CLIP H8 @ 48" O.C.A-H8_L~
<br />12X ROOF RAFTER PER PLAN.ROOF~2
<br />2DBL. TOP PLATE.W-22X4~12X ROOF RAFTER PER PLAN.ROOF~2
<br />32X CEILING JOIST PER PLAN.ROOF~3
<br />42X BLK'G @ 4'-0" O.C.
<br />52X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
<br />2DBL. TOP PLATE.W-22X4~
<br />62X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~2
<br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
<br />8ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
<br />8ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~192X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~2
<br />10BOUNDARY NAILS.N-8d~
<br />10BOUNDARY NAILS.N-8d~
<br />10BOUNDARY NAILS.N-8d~
<br />11SHEARWALL PER PLAN.WALL~2
<br />1. 2X ROOF RAFTER PER PLAN.
<br />2. TOP PLATE OR DROP BM.
<br />PER PLAN.
<br />3. 2X CEILING JOIST PER PLAN.
<br />4. 2X BLK'G @ 4'-0" O.C.
<br />5. 2X SOLE PLATE W/ 16d @ 6"
<br />O.C. U.N.O., SEE NAILING PER
<br />SHEARWALL SCHDL.
<br />6. 2X LEDGER W/ 2-16d @ 6"
<br />O.C. TO 2X BLK'G.
<br />7. FRAMING CLIP LTP4 PER
<br />SHEARWALL SCHDL. @ 48"
<br />O.C. MAX.
<br />8. ROOF SHEATHING AND
<br />NAILING PER NAILING SCHDL.
<br />9. 2X LEDGER W/ 2-16d @ 6"
<br />O.C. TO 2X BLK'G.
<br />10. BOUNDARY NAILS.
<br />11. SHEARWALL PER PLAN.
<br />12. SIMPSON HURRICANE CLIP
<br />H8 @ 48" O.C.
<br />1
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