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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 />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 />240056 <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />+ <br /> <br />A <br />D <br />U <br />51 <br />2 <br />1 <br /> <br />W <br />. <br />R <br />O <br />B <br />E <br />R <br />T <br />S <br /> <br />D <br />R <br /> <br />& <br /> <br /># <br />2 <br />, <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />SD3 <br />STRUCTURAL DETAILS <br />1FLUSH BEAM PER PLAN.FLOOR~4 1FLUSH BEAM PER PLAN.FLOOR~4 <br />1FLUSH BEAM PER PLAN.FLOOR~4 <br />2DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />2DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />3HDR. PER PLAN.WALL~4 <br />2DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />4POST PER PLAN.WALL~3 <br />4POST PER PLAN.WALL~3 <br />5STRAP TYPE, SEE TABLE ABOVE. <br />5STRAP TYPE, SEE TABLE ABOVE. <br />5STRAP TYPE, SEE TABLE ABOVE. <br />6MIN. 4 x 8 SOLID BLK'G. <br />END LENGTH <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />7FOR "A", USE (2) ST12; FOR "B" USE (2) ST2122; FOR "C" USE (2) ST6224. <br />1. FLUSH BEAM PER PLAN. <br />2. DBL. TOP PLATE OR DROP BM. PER PLAN. <br />3. HDR. PER PLAN. <br />4. POST PER PLAN. <br />5. STRAP TYPE, SEE TABLE ABOVE. <br />6. MIN. 4 x 8 SOLID BLK'G. <br />7. FOR "A", USE (2) ST12; FOR "B" USE (2) <br />ST2122; FOR "C" USE (2) ST6224. <br />APPLICATION OF CS16 <br />NOTES: <br />- USE10d SINKER FOR MTS12 USE 10d <br />COMMON NAILS FOR HTS20 USE 8d SINKER <br />FOR CS16. <br />- CUT CS STRAP TO MEET MIN. END LENGTH & <br />USE (9) 8d @ EA. END OF EA. STRAP. <br />- PROVIDE 1-1/2" SPACING BTWN ROWS OF <br />NAILS @ MULTIPLE CS STRAPS. <br />APPLICATION OF MTS & HTS <br />STRAP TYPE <br />(1) CS16 ON 2 x 4 (2) MTS12 <br />LOAD <br />CAP. <br />A <br />B <br />C <br />(2) CS16 ON 2-2 x 4 <br />(3) CS16 ON 4 x 6 <br />ALT. <br />STRAP <br />(2) HTS20 <br />(4) HTS20 <br />1700# <br />SOLID WD. <br />END LEN. <br />EWP <br />END LEN. <br />1'-6" <br />1'-6" <br />1'-6" <br />3'-6" <br />3'-6" <br />3'-6" <br />3400# <br />5100# <br />111 <br />BEAM TO WALL CONNECTION <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 />℄ 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 />111 <br />BLOCKING AT EDGE SUPPORT <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 />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />4FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 <br />5SHEARWALL PER PLAN.WALL~2 <br />4FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 <br />6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 72X ROOF RAFTER OR TRUSS @ MAIN ROOF FRAMING (TYP.) <br />2X <br />6 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />VAL <br />L <br />E <br />Y <br />2X <br />F <br />L <br />A <br />T <br />VAL <br />L <br />E <br />Y <br />2X <br />F <br />L <br />A <br />T <br />C <br />B <br />A <br />B <br />82X R.R. @ CALIF. FRAMING @ 16" O.C., IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. PER DETAIL C <br />SCALE: <br />DETAIL A: CALIF. ROOF @ SHEARWALL <br />NTS SCALE: <br />CALIF. FRAMING (PLAN VIEW) <br />NTS <br />SCALE: <br />DETAIL B: CALIF. ROOF TO MAIN ROOF <br />NTS SCALE: <br />DETAIL C: CALIF. RIDGE <br />NTS <br />6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />92X CONT. W 2-16d @ 24" O.C. TOE NAIL TO TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. <br />102X FULL DEPTH BLOCKING.W-B2X6~1 <br />6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />112X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. FACE AND EA. SIDE <br />122X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND @ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. <br />1. 2X ROOF RAFTER OR TRUSS PER PLAN. <br />2. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., <br />SEE NAILING PER SHEARWALL SCHDL. <br />3. ROOF SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />4. FRAMING CLIP A35/ LTP4 PER SHEARWALL <br />SCHDL. @ 48" O.C. MAX. <br />5. SHEARWALL PER PLAN. CONT. PLYWOOD <br />SHEATHING SAME TYPE AS SHEARWALL <br />BELOW TO CALIF. FRAMING. <br />6. ROOF SHEATHING W/ CALIFORNIA <br />FRAMING. <br />7. 2X4 ROOF RAFTER OR TRUSS @ MAIN <br />ROOF FRAMING (TYP.) <br />8. 2X R.R. @ CALIF. FRAMING @ 16" O.C., <br />IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. <br />PER DETAIL C <br />9. 2X CONT. W 2-16d @ 24" O.C. TOE NAIL TO <br />TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. <br />10. 2X FULL DEPTH BLOCKING. <br />11. 2X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. <br />FACE AND EA. SIDE <br />12. 2X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND <br />@ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. <br />13. BOUNDARY NAILS. <br />5SHEARWALL PER PLAN.WALL~2 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />111 <br />CALIFORNIA FRAMING DETAIL <br />1HIP OR VALLEY2SIMPSON TWISTED STRAP MTS20 <br />3KING POST PER PLAN. <br />4A34 @ EA. SIDE OF POST <br />5 <br />1. HIP OR VALLEY BEAM. <br />2. SIMPSON TWISTED STRAP MTS20. <br />3. KING POST 4X MIN. PER PLAN. <br />4. A34 @ EA. SIDE OF POST. <br />5. DBL. C.J. OR DBL. TOP PLATE.. <br />111 <br />CONNECTION DETAIL <br />EQ.EQ. <br />12X ROOF RAFTER PER PLAN.ROOF~22HIP BM. PER PLAN. <br />32X BLK'G <br />4SIMPSON STRAP ST18 @ 4'-0" O.C. <br />1. 2X ROOF RAFTER PER PLAN. <br />2. HIP BM. PER PLAN. <br />3. 2X BLK'G <br />4. SIMPSON STRAP ST18 @ 4'-0" O.C. <br />U.N.O. <br />111 <br />CONNECTION DETAIL <br />1RIDGE PER PLAN.ROOF~15 <br />2HIP BM PER PLAN. <br />3POST PER PLAN.WALL~3 <br />4SIMPSON POST CAP "LPC4" W/ FASTENERS PER MFR.CC-LPC4~2 <br />5A35 @ EA. SIDE OF KING POST. <br />6DOUBLE TOP PLATE OR DBL. JOISTS. <br />2HIP BM PER PLAN. <br />2HIP BM PER PLAN. <br />1RIDGE PER PLAN.ROOF~15 <br />7SIMPSON "LSSR" HANGER. <br />8DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~69SIMPSON "HCP" CONNECTOR <br />1. RIDGE PER PLAN. <br />2. HIP BM PER PLAN. <br />3. POST PER PLAN. <br />4. SIMPSON POST CAP "LPC4" W/ FASTENERS PER MFR. <br />5. A34 @ EA. SIDE OF KING POST. <br />6. DOUBLE TOP PLATE OR DBL. JOISTS. <br />7. SIMPSON "LSSR" HANGER. <br />8. DBL. TOP PLATE OR DROP BM. PER PLAN. <br />9. SIMPSON "HCP" CONNECTOR. <br />111 <br />CONNECTION DETAIL <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 />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 />111 <br />SHEAR TRANSFER <br />FLOOD ZONE - 5121 W <br />Roberts Dr & #23/19/2025