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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: 1/5/26 <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 />RE <br />M <br />O <br />D <br />E <br />L <br /> <br />& <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />14 <br />0 <br />9 <br /> <br />M <br />E <br />R <br />I <br />D <br />A <br />Y <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 />6 <br />01/05/2026 PLAN CHECK1 <br />SD3 <br />STRUCTURAL DETAILS <br />1 <br />2 3 <br />6 <br />74 <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 />8 <br />1 <br />5 <br />1 <br />1 <br />2 <br />2 <br />3 <br />3 <br />4 <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 />1 <br />2 <br />3 COND. C <br />1 <br />2 <br />3 <br />COND. D <br />5 <br />4 <br />BEAM TO POST CONNECTION <br />2-0" MIN. <br />PANEL WIDTH <br />1 <br />2 <br />3 <br />4 <br />5 <br />8 <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 />6 <br />7 <br />9 <br />SHEAR PANEL ASSEMBLY DETAIL <br />1 <br />2 3 <br />1 <br />4 <br />5 <br />6 <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 />PLYWOOD SHEATHING LAYOUT <br />TYPICAL HEADER DETAIL <br />1 <br />2 <br />3 <br />4 <br />5 <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 />22 1/2" <br />5"4 1/4"2"∅ <br />14 1/2" <br />5"4 1/4" <br />2"∅ <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 />TYPICAL VENT BLOCK <br />FIELD FIX FOR OPENING IN S.W. <br />2 <br />1 <br />3 <br />4 <br />1'-4" <br />5 <br />NOTE: <br />- AVOID OPENING IN SHEAR WALLS W/ <br />LENGTH LESS THAN 4'-0". <br />- MAX. WIDTH OF OPENING TO BE ONE <br />STUD BAY OR 14 1/2". DO NOT OVER-CUT <br />ANY FRAMING MEMBER. <br />- E.N. TO BLK'G. TO MATCH SHEAR WALL <br />E.N. UNLESS STRAP IS PLACED ON TOP <br />OF PLYWOOD. <br />- E.N. F.HT. ALONG STUD ON EACH SIDE <br />OF OPENING. <br />- IF OPENING IS LOCATED AT THE EDGE, <br />EXTEND STRAP INTO THE SHEAR WALL <br />TO MEET MIN. LENGTH REQUIRED. <br />1. 2X BLOCKING <br />2. SIMP. CS16X48" LONG W/ NAILS <br />@ 2-1/16" O.C. <br />3. ALT. LOCATION OF OPENING IF CONT. <br />SILL PLATE, NO "CS" STRAP REQUIRED <br />@ BOTTOM. <br />4. NO CUT OR HOLES IN SHT'G WITHIN <br />16" OF CORNERS. <br />5. OPENINGS OF MAX. 4 1/2"x4 1/2" DO <br />NOT NEED BLK'G/STRAP. DO NOT CUT <br />MORE THAN ONE OPENING IN ONE <br />HORIZONTAL LINE (AT ONE ELEVATION) <br />AND OFFSET OPENINGS BY MIN. 4" <br />VERT. <br />12 <br />3 <br />4 <br />56 <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 />CONNECTION DETAIL <br />1 <br />2 <br />3 <br />5 <br />4 <br />6 <br />8 <br />7 <br />9 <br />1. (E) 2X STUD WALL. <br />2. (N) 2X STUD WALL PER <br />PLAN. <br />3. (E) STUCCO TO BE <br />REMAINED. <br />4. (N) STUCCO MATCH W/ (E) <br />STUCCO. <br />5. (E) DRYWALL TO BE <br />REMAINED. <br />6. (N) DRYWALL MATCH WITH <br />(E) DRYWALL. <br />7. (N) 2X PLATE W/ 10d <br />COMMON NAIL @ 6" O.C. TO <br />(E) HDR. <br />8. (E) HDR. TO BE REMAINED. <br />9. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />A MSTA12 <br />B (1) CS16 <br />END LENGTHSTRAP TYPE <br />- <br />1 1 <br />2 <br />2 22 <br />3 3 <br />4 <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 />CONNECTION DETAIL