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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: 12/15/25 <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 />250195 <br />2 <br />A <br />D <br />U <br />' <br />S <br />51 <br />2 <br /> <br />- <br /> <br />5 <br />1 <br />4 <br /> <br />H <br />U <br />Y <br />L <br />A <br />R <br />S <br /> <br />L <br />N <br />, <br />SA <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 />3 <br />2025/09/18 1ST PLAN CHECK1. <br />2025/11/20 2ND PLAN CHECK2. <br />2025/12/15 3RD PLAN CHECK3. <br />SD3 <br />STRUCTURAL DETAILS <br />2-0" MIN. <br />PANEL WIDTH <br />1SHEARWALL PER PLAN, REFERS TO SHEARWALL SCHEDULE. <br />2EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES. <br />3FIELD NAIL @ 12" O.C. <br />4KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. <br />5TRIMMER WHERE OCCURS. <br />8INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. <br />1. SHEAR PANEL PER PLAN. <br />2. EDGE NAIL (E.N.) SHEAR <br />PANEL TO ALL SHEARWALL <br />EDGES. <br />WHEN PANEL EXTEND TO <br />TRIMMER, E.N. BOTH TRIMMER <br />AND KING STUDS. <br />3. FIELD NAIL @ 12" O.C. <br />4. 2X OR MULTIPLE KING STUD <br />PER FRAMING NOTE W/ 16d <br />@ 16" O.C. TO TRIMMER. <br />5. TRIMMER PER PLAN. <br />6. HEADER PER PLAN. <br />7. MIN. 3-16d TO END OF HEADER. <br />8. SIMPSON HOLDOWN <br />PER PLAN. <br />9.WHEN HOLDOWNS <br />CONNECTED TO KING STUD, <br />REPLACED SDS SCREWS W/ <br />LONGER LENGTH TO GET 2 1/2" <br />PENETRATIONS TO TRIMMER.NOTES: <br />1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. <br />2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. <br />3. STAGGER NAILS THAT ARE SPACED 2" O.C. <br />4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE. <br />5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. <br />6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL <br />LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. <br />6TRIMMER WHERE OCCURS. <br />7KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. <br />9INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. <br />111 <br />SHEAR PANEL ASSEMBLY DETAIL <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 />111 <br />PLYWOOD SHEATHING LAYOUT <br />111 <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 />1CEILING/ FLUSH BEAM PER PLAN. <br />2POST PER PLAN.WALL~3 3HDR. PER PLAN.WALL~4 <br />64X POST W/ (2) A35 AT TOP & (2) A35 AT BOTT. <br />7(2) A35 AT TOP CONNECT BEAM TO TOP PLATE.4DBL. TOP PLATE. <br />1. BEAM OR GIRDER TRUSS BOTTOM CHORD PER PLAN. <br />2. TRIMMER STUD PER PLAN. <br />3. HDR. PER PLAN. <br />4. DBL. TOP PLATE. <br />5. 2X CRIPPLE STUD WHERE OCCURRED. <br />6. 4X MIN. BLOCKING W/ (2) A34 AT TOP & BOTTOM. <br />7. A34 AT EA. SIDE OF BEAM TO TOP PLATE. <br />8. FOR TRUSS BOTTOM CHORD CONDITION, REPLACE <br />(2) A34 W/ SIMPSON "LGT" GIRDER TIEDOWN (U.N.O.). <br />8CEILING/ FLUSH BEAM PER PLAN. <br />1CEILING/ FLUSH BEAM PER PLAN. <br />5(2) A35 AT TOP CONNECT BEAM TO TOP PLATE. <br />111 <br />GIRDER TO HEADER CONNECTION <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 />111 <br />SHEARWALL/WALL INTERSECTION <br />1WOOD BEAM PER PLAN. <br />1WOOD BEAM PER PLAN. <br />2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 <br />2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 <br />3WOOD POST OR BEAM PER PLAN. <br />3WOOD POST OR BEAM PER PLAN. <br />4SIMPSON STRAP "MST48". <br />1. WOOD BEAM PER PLAN. <br />2. SIMPSON APPROVED COLUMN <br />CAP PER PLAN. <br />3. WOOD POST OR DROP BEAM <br />PER PLAN. <br />4. SIMPSON STRAP "ST6236". ALT. <br />LOCATION ON TOP OF BM. <br />5. PROVIDE SHIM UNDER AND @ <br />THE SIDE OF THE SMALLER BM. <br />AS REQUIRED. <br />COND. A <br />COND. B <br />1WOOD BEAM PER PLAN. <br />2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 <br />3WOOD POST OR BEAM PER PLAN.COND. C <br />1WOOD BEAM PER PLAN. <br />2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 <br />3WOOD POST OR BEAM PER PLAN. <br />COND. D <br />5DECKING PER PLAN.FLOOR~2 <br />4SIMPSON STRAP "MST48". <br />111 <br />BEAM TO POST CONNECTION <br />± <br />±C.L. <br />4 2 <br />53 <br />1 <br />6 <br />ALT. TO VENT BLOCK <br />TYP.MAX. <br />± <br />± <br />C.L. <br />4 2 <br />TYP. <br />MAX. <br />1. TYP. EDGE NAILING. <br />2. FOR VENT SPACING OF 6'-0" <br />(2-A35's PER ADJACENT BLK's.), <br />AND FOR VENT SPACING OF <br />4'-0" (3-A35's PER ADJACENT <br />BLK's.). SKIP A35's @ VENT <br />BLOCKING. <br />3. SCREEN FOR VENTILATION. <br />4. 8d COMMON EDGE NAILS : <br />@ 4" O.C. FOR VENT <br />SPACING OF 6'-0". <br />@ 3" O.C. FOR VENT <br />SPACING OF 4'-0". <br />5. ADJOINING FULL HT. <br />BLOCKING PER SHEAR <br />TRANSFER DETAILS. <br />6. (3) BAYS OF FLAT BLK'G. <br />CENTERED @ SCREEN. <br />111 <br />TYPICAL VENT BLOCK <br />ROOF TRUSS CONDITION <br />ROOF CONVENTIONAL CONDITION <br />12X ROOF RAFTER PER PLAN.Roof~2 <br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 <br />32X CEILING JOIST PER PLAN.Roof~342X STUD WALL PER PLAN.Wall~1 <br />5SHEARWALL PER PLAN.Wall~2 <br />62X LEDGER W/ 2-16d TO EA. STUDW-2X8~3 <br />72X BEVELED BLK'G.Roof~4 <br />8SIMPSON APPROVED HANGER PER PLAN.H-HU48_L~1 <br />9FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />10SIMPSON HURRICANE CLIP H2.5A @ EA. TRUSS TO TOP PLATE.A-H2.5A_L~1. 2X ROOF RAFTER PER PLAN. <br />2. ROOF SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />3. 2X CEILING JOIST PER PLAN. <br />4. 2X STUD WALL PER PLAN. <br />5. SHEARWALL PER PLAN. <br />6. 2X LEDGER W/ 2-16d TO EA. STUD <br />7. 2X BEVELED BLK'G. <br />8. SIMPSON APPROVED HANGER PER PLAN. <br />9. FRAMING CLIP A35 PER SHEARWALL <br />SCHDL. @ 48" O.C. MAX. <br />10. SIMPSON HURRICANE CLIP H2.5A <br />@ EA. RAFTER TO TOP PLATE. <br />11. BOUNDARY NAILS. <br />12. DBL. TOP PLATE OR DROP BM. PER <br />PLAN. <br />11BOUNDARY NAILS.N-10d~ <br />11BOUNDARY NAILS.N-8d~12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />111 <br />SHEAR TRANSFER <br />A MSTA12 <br />B (1) CS16 <br />END LENGTHSTRAP TYPE <br />- <br />1BEAM PER PLAN.1BEAM PER PLAN. <br />2SIMPSON STRAP EA. SIDE OF BEAM TO POST. <br />2SIMPSON STRAP EA. SIDE OF BEAM TO POST.2SIMPSON STRAP EA. SIDE OF BEAM TO POST.2SIMPSON STRAP EA. SIDE OF BEAM TO POST. <br />3POST PER PLAN.WALL~3 <br />3POST PER PLAN.WALL~3 <br />4ALT. TO MSTA12 STRAPS, USE 2X KING STUD EA. SIDE OF BEAM TO POST & NAIL W/ 16d @ 16" O.C. TO POST & MIN. 5-16d TO BM. <br />1. BEAM PER PLAN. <br />2. SIMPSON STRAP EA. SIDE <br />OF BEAM TO POST. <br />3. POST PER PLAN. <br />4. ALT. TO MSTA12 STRAPS, <br />USE 2X KING STUD EA. SIDE <br />OF BEAM TO POST & NAIL W/ <br />16d @ 16" O.C. TO POST & MIN. <br />5-16d TO BM. <br />NOTES: <br />- ADD SHIMS AS REQUIRED. <br />- IF THERE IS DBL. TOP PLATE <br />BETWEEN BM. & POST, <br />INCREASE LENGTH OF STRAP <br />TO ACCOMMODATE. <br />- FILL ALL STRAP HOLES W/ <br />NAILS. <br />(2) CS16C <br />1'-1" <br />1'-1" <br />CAPACITY <br />1880# <br />3400# <br />6800# <br />EQ <br />. <br />EQ <br />. <br />111 <br />CONNECTION DETAIL <br />1DBL. TOP PLATE.WALL~8 <br />1BEAM OR DBL. TOP PLATE.2SIMPSON STRAP CS16 W/ LENGTH PER TABLE BELOW.32X BLK'G W/ EN ALONG DRAG LINE MIN. (4) BAYS U.N.O. <br />1. BEAM OR DBL. TOP <br />PLATE. <br />2. SIMPSON STRAP <br />CS16 W/ LENGTH PER <br />TABLE BELOW. <br />3. 2X BLK'G W/ EN <br />ALONG DRAG LINE MIN. <br />(4) BAYS U.N.O. <br />NOTES: <br />- LOCATE STRAP OVER <br />PLYWOOD SHEAR <br />PANEL. <br />STRAP CAPACITYEND LENGTH <br />19 <br />20 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 4-1/8" <br />8d BOX/ SINKER @ 4-1/8" <br />19 <br />111 <br />DRAG DETAIL <br />24" MIN.3 - BAY MIN. <br />1CS162SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1 <br />3FLUSH BEAM PER PLAN.FLOOR~4 <br />42X FULL HEIGHT STUD WALL PER PLAN. <br />54X BLK'G <br />64X END POST <br />1. SIMPSON STRAP "CS16" W/ 8d SINKER NAIL TO FIT OVERALL BAYS <br />OF BLOCKING WHERE APPLICABLE AND EXTEND 24" MIN. TO BEAM. <br />2. SIMPSON "HUCQ" CONCEALED HANGER. <br />3. FLUSH OR DROP BEAM PER PLAN. <br />4. 2X FULL HEIGHT STUD WALL PER PLAN. <br />5. 4X FULL DEPTH BLOCKING W/ EN. SEE PLAN FOR BLK'G LENGTH <br />OR NO. OF BAYS. (MIN 3 BAYS U.N.O.) <br />6. 4X MIN. POST PER PLAN. <br />111 <br />DRAG DETAIL <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X CEILING JOIST PER PLAN.ROOF~3 <br />32 x 4 BRACE @ 48" O.C., MAX. L = 8'-0"ROOF~5 <br />42X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE.ROOF~5 <br />54-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. <br />6FRAMING CLIP A34 AT EA. BRACE TO WD. BEAM. <br />7CEILING BEAM PER PLAN.ROOF~14 <br />8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1 8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~19SIMPSON STRAP CS16 @ 32" O.C., L=2'-6" <br />10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2 x 4 BRACE @ 48" O.C., MAX. L=8'-0". <br />4. 2X PURLIN SAME SIZE AS RAFTER <br />W/ 2-16d TO BRACE. <br />5. 4-16d COMMON NAILS @ EA. RAFTER <br />AND BRACE JOIST. <br />6. SIMPSON A34 AT EA. BRACE <br />TO WD. BEAM. <br />7. CEILING BEAM PER PLAN. <br />8. SIMPSON APPROVED HANGER <br />PER PLAN. <br />9. SIMPSON STRAP CS16 @ 32" O.C. <br />W/ END LENGTH L=11" MIN. <br />10. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />45 <br />° <br /> <br />M <br />I <br />N <br />. <br />111 <br />CONNECTION DETAIL