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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: 4/7/25 <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 />240022 <br />22 <br /> <br />U <br />N <br />I <br />T <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br /> <br />N <br />. <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <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 />3 <br />30 <br />, <br />5 <br />8 <br />2 <br /> <br />S <br />F <br /> <br />G <br />R <br />O <br />S <br />S <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br />A <br />SD3 <br />STRUCTURAL DETAILS <br />1 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />111 <br />DRAG DETAIL <br />END LENGTH <br />1FLOOR SYSTEM PER PLAN.FLOOR~7 <br />1FLOOR SYSTEM PER PLAN.FLOOR~7 <br />1FLOOR SYSTEM PER PLAN.FLOOR~7 <br />STRAP CAPACITYEND LENGTH <br />10 <br />11 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />12 CMSTC16 4500#3'-6" <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 4-1/8" <br />8d BOX/ SINKER @ 4-1/8" <br />16d SINKER @ 4-1/2" <br />3LINE OF SOLID MIN. 2X FULL HEIGHT BLK'G. SEE PLAN FOR BLK'G LENGTH. (MIN. 6'-0") <br />3LINE OF SOLID MIN. 2X FULL HEIGHT BLK'G. SEE PLAN FOR BLK'G LENGTH. (MIN. 6'-0") <br />2FLOOR SHEATHING W/ EN ALONG LINE OF BLK'G. <br />4DBL. TOP PLATE OR BM. PER PLAN. <br />4DBL. TOP PLATE OR BM. PER PLAN. <br />5SIMPSON STRAP CUT TO FIT OVER WALL OR BEAM PER TABLE BELOW W/ MIN. (3) NAILS PER BLK'G AT ALL BAYS OF BLK'G. <br />6ALT. STRAP LOCATION. <br />1. FLOOR SYSTEM PER PLAN. <br />2. FLOOR SHEATHING W/ EN ALONG <br />LINE OF BLK'G. <br />3. LINE OF SOLID MIN. 2X FULL <br />HEIGHT BLK'G. SEE PLAN FOR BLK'G <br />LENGTH. (MIN. 6'-0") <br />4. DBL. TOP PLATE OR BM. PER PLAN. <br />5. SIMPSON STRAP CUT TO FIT OVER <br />WALL OR BEAM PER TABLE BELOW <br />W/ MIN. (3) NAILS PER BLK'G AT ALL <br />BAYS OF BLK'G. <br />6. ALT. STRAP LOCATION. <br />END LENGTH <br />10 <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 />111 <br />STAIR DETAIL <br />12X12 STAIR STRINGER @ 16" O.C. <br />12X12 STAIR STRINGER @ 16" O.C. <br />22X8 LEDGER W/ 6-16d TO EA. STUD. <br />32X STUD WALL PER PLAN.WALL~1 32X STUD WALL PER PLAN.WALL~1 <br />102X8 LEDGER W/ 3-16d AND (1) A35 PER STUD. <br />42 x 8 @ 16" O.C. AT LANDING W/ APPROVED HANGER.5BOUNDARY NAILS.N-8d~62X BLOCKING W/ 16d TOE NAIL @ 16" O.C. <br />7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C.7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C.7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C. <br />7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C. <br />12X12 STAIR STRINGER @ 16" O.C. <br />42 x 8 @ 16" O.C. AT LANDING W/ APPROVED HANGER.8FLUSH BEAM PER PLAN.W-4X12~1 <br />9SIMPSON "LSSJ" HANGER. <br />5BOUNDARY NAILS.N-8d~ <br />1. 2X STAIR STRINGER PER <br />STRINGER SCHEDULE. <br />2. 2X LEDGER W/ 6-16d TO EA. <br />STUD. <br />3. 2X STUD WALL PER PLAN. <br />4. 2 x 8 @ 16" O.C. (U.N.O.) AT <br />LANDING W/ APPROVED HANGER. <br />5. BOUNDARY NAILS. <br />6. 2X BLOCKING W/ 16d TOE NAIL <br />@ 16" O.C. <br />7. MIN. 2 x 4 P.T.D.F. W/ SHOT PINS <br />@ 16" O.C. <br />8. FLUSH BEAM PER PLAN. <br />9. SIMPSON "LSSJ" HANGER. <br />10. 2X8 LEDGER W/ 3-16d AND (1) <br />A35 PER STUD. <br />STRINGER <br />2X12 @ 12" O.C. <br />MAX. <br />SPAN <br />10'-6" <br />MIN. <br />DEPTH <br />2X12 @ 16" O.C. <br />2X14 @ 12" O.C. <br />2X14 @ 16" O.C. <br />2X16 @ 12" O.C. <br />2X16 @ 16" O.C. <br />9'-6" <br />14'-0" <br />12'-0" <br />17'-0" <br />14'-9" <br />5 1/2" <br />7 1/4" <br />9 1/4" <br />5 1/2" <br />7 1/4" <br />9 1/4" <br />111 <br />HANDRAIL/ GUARD RAIL DETAIL <br />10 <br />" <br />14 x 4 MIN. (DFL#2) NEWEL POST.2PLYWOOD TREADS. <br />3STRINGER PER DETAIL 14/SD3. <br />41/4" x 5" LAG SCREWS FROM STRINGER TO NEWEL POST. (4) TOTAL W/ PLATE WASHER 1 1/4" SQ. x 3/16" THK. <br />52-2 x 4 FLAT BLOCKING TOP & BOTT. OF STRINGER, (4) IN TOTAL. <br />MI <br />N <br />. <br />1"1" <br />61/4" x 5" LAG SCREWS FROM STRINGERS' TOP & BOTT. TO 2 x 4 FLAT BLOCKINGS, (8) TOTAL WITH PLATE WASHER 1 1/4" SQ. x 3/16" THK. <br />8(3) 10d NAILS EQUALLY SPACED EA. TREAD TO STRINGER, (6) TOTAL. <br />EQ. <br />EQ. <br />1 <br />1 <br />/ <br />2 <br />" <br />2 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />4" <br />MIN. <br />MI <br />N <br />. <br />61/4" x 5" LAG SCREWS FROM STRINGERS' TOP & BOTT. TO 2 x 4 FLAT BLOCKINGS, (8) TOTAL WITH PLATE WASHER 1 1/4" SQ. x 3/16" THK. <br />7INFILL BLOCKING BETWEEN NEWEL POSTS. <br />B B <br />C <br />C SECTION C-C <br />PLAN VIEW B-B <br />174 x 4 BLOCKING @ 4'-0" O.C. MAX. <br />157/16" DIA. x 4" LONG LAG SCREW W/ WASHER @ 48" O.C. MAX. <br />25HANDRAIL BRACKET PER MFR. <br />162-2X STUDS OR 4 x 4 POST @ 4'-0" O.C. MAX. <br />14 x 4 MIN. (DFL#2) NEWEL POST. <br />7INFILL BLOCKING BETWEEN NEWEL POSTS. <br />144 x 4 ADD-ON W/ (9) 16d COM. NAILS @ TOP & BOTT. OF FLOOR JOIST. INSTALL FACE NAILS FROM FLOOR JOIST TO 4 x 4 ADD-ON. <br />12PERIMETER BEAM/ RIM JOIST PER PLAN. <br />PLAN VIEW A-A <br />42 <br />" <br /> <br />M <br />A <br />X <br />. <br />14 x 4 MIN. (DFL#2) NEWEL POST. <br />9BALUSTER PER ARCHITECT'S DETAIL. CONNECTIONS BY MFR. <br />10SIMPSON HURRICANE CLIP (2) H2.5A TOP & BOTT. NEWEL POST TO PERIMETER BEAM. <br />7INFILL BLOCKING BETWEEN NEWEL POSTS. <br />11A35 BOTH FACES OF NEWEL POST TO PERIMETER BEAM. <br />12PERIMETER BEAM/ RIM JOIST PER PLAN. <br />13SIMPSON CS18 WRAP AROUND TOP & BOTT. OF PERIMETER BEAM & 4 x 4 ADD-ON AND W/ (2) ROWS OF 10d COMMON NAILS @ 2 1-16" O.C. ENTIRE LENGTH MIN. 16" END LENGTH. <br />1'-6" <br />144 x 4 ADD-ON W/ (9) 16d COMMON NAILS @ TOP & BOTT. OF FLOOR JOIST. INSTALL FACE NAILS FROM FLOOR JOIST TO 4 x 4 ADD-ON. <br />26" MIN. <br />19FLOOR JOIST W/ EN ALONG JOIST LENGTH. <br />162-2X STUDS OR 4 x 4 POST @ 4'-0" O.C. MAX. <br />24DBL. 2X PLATES W/ (2) ROWS OF 10d NAILS @ 12" O.C. STAGG. <br />23(2) 16d TOE NAILS EA. SIDE OF DBL. STUDS TOP & BOTT. <br />23(2) 16d TOE NAILS EA. SIDE OF DBL. STUDS TOP & BOTT. <br />18(2) 16d SINKER NAILS EA. SIDE OF DBL. STUDS, (4) TOTAL. <br />EQ <br />. <br />EQ <br />. <br />21(2) ST18 BOTH EDGES OF STUDS/ 4 x 4, (4) TOTAL. NAIL ALL HOLES W/ 16d COMMON NAILS & SLIT CUT SHEATHING FOR STRAP INSTALLATION. <br />224X NOMINAL (MIN.) FULL DEPTH PERIMETER MEMBER. ALT., PROVIDE DBL. RIM JOISTS W/ PLYWOOD SHIM IN BETWEEN. <br />20SIMPSON HURRICANE CLIP (2) H2.5A PERIMETER MBR. TOP & BOTT. TO THE IMMEDIATE DBL. ADJACENT FLOOR JOISTS, (4) TOTAL @ EA. DBL. STUD LOCATION. <br />262X ADD-ON W/ (2) ROWS OF 10d FACE NAILS @ 8" O.C. TO FLOOR JOIST IMMEDIATELY ADJACENT TO DBL. 2 x 4 STUDS. <br />1. 4X4#2 ROUGH MIN. NEWEL POST. <br />2. PLYWOOD TREADS. <br />3. STRINGER PER DETAIL 13/SD3. <br />USE DBL. PLIES FOR REAR SIDE. <br />4. (6)-3/8" x 7" LAG SCREWS FROM <br />STRINGER W/ PLATE WASHER 1 1/4" <br />SQ. x 3/16" THK. TO NEWEL POST. <br />5. 2-2 x 4 FLAT BLOCKING T&B OF <br />STRINGER, (4) IN TOTAL. <br />6. 1/4" x 5" LAG SCREWS FROM <br />STRINGERS' T&B TO 2 x 4 FLAT <br />BLOCKINGS, (8) TOTAL WITH PLATE <br />WASHER 1 1/4" SQ. x 3/16" THK. <br />7. INFILL BLOCKING BETWEEN <br />NEWEL POSTS. <br />8. (3) 10d NAILS EQUALLY SPACED <br />EA. TREAD TO STRINGER, (6) <br />TOTAL. <br />9. BALUSTER PER ARCHITECT'S <br />DETAIL. CONNECTIONS BY MFR. <br />10. SIMPSON (2) H8 T&B NEWEL <br />POST TO PERIMETER BEAM @ EA. <br />SIDE. <br />11. A35 BOTH FACES OF NEWEL <br />POST TO PERIMETER BEAM. <br />12. PERIMETER BEAM/ RIM JOIST <br />PER PLAN. <br />13. SIMPSON CS16 WRAP AROUND <br />T&B OF PERIMETER BEAM & 4X4 <br />ADD-ON AND W/ (2) ROWS OF 10d <br />COMMON NAILS @ 2 1-16" O.C. <br />ENTIRE LENGTH MIN. 16" END <br />LENGTH. <br />14. 4X4 ADD-ON W/ (9) 16d COMMON <br />NAILS @ T&B OF FLOOR JOIST. <br />INSTALL FACE NAILS FROM FLOOR <br />JOIST TO 4X4 ADD-ON. <br />15. 7/16" DIA. x 4" LONG LAG SCREW <br />W/ WASHER @ 48" O.C. MAX. <br />16. 2-2X STUDS OR 4X4 POST @ <br />4'-0" O.C. MAX. <br />17. 4X4 BLOCKING @ 4'-0" O.C. MAX. <br />18. (2) 16d SINKER NAILS EA. SIDE <br />OF DBL. STUDS, (4) TOTAL. <br />19. FLOOR JOIST W/ EN ALONG <br />JOIST LENGTH. <br />20. SIMPSON (2) H8 PERIMETER <br />MBR. T&B. TO THE IMMEDIATE DBL. <br />ADJACENT FLOOR JOISTS, (4) <br />TOTAL @ EA. DBL. STUD LOCATION. <br />21. (2) ST6236 BOTH EDGES OF <br />STUDS/ 4X4, (4) TOTAL. NAIL ALL <br />HOLES W/ 16d COMMON NAILS & <br />SLIT CUT SHEATHING FOR STRAP <br />INSTALLATION. <br />22. 4X NOMINAL (MIN.) FULL DEPTH <br />PERIMETER MEMBER. ALT., <br />PROVIDE DBL. RIM JOISTS W/ <br />PLYWOOD SHIM IN BETWEEN. <br />23. (2) 16d TOE NAILS EA. SIDE OF <br />DBL. STUDS TOP & BOTT. <br />24. DBL. 2X PLATES W/ (2) ROWS OF <br />10d NAILS @ 12" O.C. STAGG. <br />25. HANDRAIL BRACKET PER MFR. <br />26. 2X ADD-ON W/ (2) ROWS OF 10d <br />FACE NAILS @ 8" O.C. TO FLOOR <br />JOIST IMMEDIATELY ADJACENT TO <br />DBL. 2 x 4 STUDS. <br />A A ALT. INSTALLATION <br />4STRINGER PER DETAIL 14/SD3. <br />111 <br />HOLDOWN/ STRAP DETAIL <br />NOTES: <br />·ALL STRAPS ARE SIMPSON <br />STRONG TIES. <br />·TOTAL LENGTH OF STRAP TO <br />BE DETERMINED @ THE SITE <br />BASED ON END LENGTH <br />REQUIRED & CLEAR SPAN. <br />·ALL NAILS ARE SINKER OR <br />BOX NAILS. <br />·SLIT CUT FLOOR SHEATHING <br />TO RUN STRAP THROUGH @ <br />INTERIOR CONDITION NO <br />OVERCUT. <br />·LOCATE STRAP OVER PLWD. <br />SHEAR PANEL & PROVIDE <br />SHIM AS NECESSARY TO <br />AVOID BENDING OF THE <br />STRAP. <br />·CLEAR SPAN NAIL ARE <br />RECOMMENED TO PREVENT <br />BOWING OF STRAP BUT NOT <br />STRUCTURALLY REQUIRED. <br />·PROVIDE EDGE NAILING TO <br />STUDS BELOW IF STUDS ARE <br />WITHIN THE SHEAR WALL <br />(U.N.O.) <br />HD. <br />MARK <br />(1)CS16 <br />STUD/ POST. <br />MINSTRAP MIN. <br />END LENGTH CAPACITY <br />(2)CS16 <br />(2)CS14 <br />(3)CS14 <br />(4)CS14 <br />S1 <br />S2 <br />S3 <br />S4 <br />2X4 / 2X6 <br />2-2X4 / 2-2X6 <br />2-2X4 / 2-2X6 <br />3-2X4 / 3-2X6 <br />4X8 / 6X8 <br />NAILING/ SPACING <br />(10) 10d <br />(10) 10d PER STRAP <br />(15) 10d PER STRAP <br />(15) 10d PER STRAP <br />(15)10d PER STRAP <br />13" <br />13" <br />16" <br />16" <br />16" <br />1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. <br />2REFER TO PLANS & TABLE BELOW FOR STRAP, # OF NAILS & END LENGTH AT EA. END. (2) ROWS OF NAILS EA. STRAP. <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />32X SILL PLATE <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />5SOLID RIM OR BLK'G SAME WIDTH AS POST ABV. & BLW. @ LOCATION OF STRAP. WHEN W/ FLOOR. TRUSS, PROVIDE WEB FILLERS AS NEEDED TO RECEICE NAILING FROM STRAP. <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. <br />6DBL. TOP PLATE <br />7PROVIDE MIN. END DISTANCE OF 1 5/8" FOR 16d NAILS. <br />1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. <br />1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />2REFER TO PLANS & TABLE BELOW FOR STRAP, # OF NAILS & END LENGTH AT EA. END. (2) ROWS OF NAILS EA. STRAP. <br />6DBL. TOP PLATE <br />5SOLID RIM OR BLK'G SAME WIDTH AS POST ABV. & BLW. @ LOCATION OF STRAP. WHEN W/ FLOOR. TRUSS, PROVIDE WEB FILLERS AS NEEDED TO RECEICE NAILING FROM STRAP. <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />32X SILL PLATE <br />1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />8SHEARWALL PER PLAN.WALL~2 <br />9FLOOR SYSTEM PER PLAN.FLOOR~7 <br />10DROP BEAM PER PLAN.FLOOR~5 <br />11LINE OF BLK'G UNDER SHEAR WALL ABV. <br />1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />12FLUSH BEAM PER PLAN.FLOOR~4 <br />1. STUD, POST OR TRIMMER W/ EN <br />PER TABLE BELOW. <br />2. REFER TO PLANS & TABLE <br />BELOW FOR STRAP, # OF NAILS & <br />END LENGTH AT EA. END. (2) <br />ROWS OF NAILS EA. STRAP. <br />3. 2X SILL PLATE <br />4. FLOOR SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />5. SOLID RIM OR BLK'G SAME <br />WIDTH AS POST ABV. & BLW. @ <br />LOCATION OF STRAP. WHEN W/ <br />FLOOR. TRUSS, PROVIDE WEB <br />FILLERS AS NEEDED TO RECEIVE <br />NAILING FROM STRAP. <br />6. DBL. TOP PLATE <br />7. PROVIDE MIN. END DISTANCE <br />OF 1 5/8" FOR 16d NAILS. <br />8. SHEARWALL PER PLAN. <br />9. FLOOR SYSTEM PER PLAN. <br />10. DROP BEAM OR HEADER PER <br />PLAN. <br />11. LINE OF BLK'G UNDER SHEAR <br />WALL ABV. <br />12. FLUSH BEAM PER PLAN. <br />(1) ONLY APPLY AT POST TO POST <br />CONNECTION. <br />POST TO POST CONDITION <br />POST TO DROP BM. CONDITION <br />POST TO FLUSH BM. CONDITION <br />CMST12S6(1)(2)4X6 (37) 16d39" <br />(2)CMST14S7(1)4X8 / 6X8 (28) 16d PER STRAP39" <br />1700# <br />3400# <br />4980# <br />7470# <br />9210# <br />9960#S5 <br />(2)CMST12S8(1)6X8 (37) 16d PER STRAP39" <br />12950# <br />18420# <br />(2) AS AN ALT. TO S4, USE FOR <br />POST TO POST CONDITION ONLY. <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 />END LENGTH END LENGTH <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2I-JOIST OR BEAM W/ EN <br />3BEARING WALL OR DROP BM. PER PLAN. <br />4SIMPSON STRAP PER TABLE BELOW. <br />5ALT. STRAP LOCATION AT TOP OF SHEATHING. <br />6ALT. STRAP LOCATION W/ 2X NAILER.ROOF~2 <br />72 x 4 CONT. NAILER W/ (15) 6d COMMON OR 16d SHORT NAILS AT EA. WEB OF I-JOIST TO NAILER. <br />1. FLOOR SHEATHING AND <br />NAILING PER NAILING <br />SCHDL. <br />2. I-JOIST OR BEAM W/ EN <br />3. BEARING WALL OR DROP <br />BM. PER PLAN. <br />4. SIMPSON STRAP PER <br />TABLE BELOW. <br />5. ALT. STRAP LOCATION AT <br />TOP OF SHEATHING. <br />6. ALT. STRAP LOCATION W/ <br />2X NAILER. <br />7. 2 x 4 CONT. NAILER W/ (15) <br />6d COMMON OR 16d SHORT <br />NAILS AT EA. WEB OF I-JOIST <br />TO NAILER. <br />ALT. CONNECTION. <br />STRAP CAPACITYEND LENGTH <br />13 <br />14 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />15 CMSTC16 4500#3'-6" <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 4-1/8" <br />8d BOX/ SINKER @ 4-1/8" <br />16d SINKER @ 4-1/2" <br />13 <br />111 <br />DRAG DETAIL <br />2FLOOR SHEATHING W/ EN ALONG LINE OF BLK'G. <br />STRAP CAPACITYEND LENGTH <br />16 <br />17 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />18 CMSTC16 4500#3'-6" <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 4-1/8" <br />8d BOX/ SINKER @ 4-1/8" <br />16d SINKER @ 4-1/2" <br />1DRAG STRUT W/ EN PER PLAN.1DRAG STRUT W/ EN PER PLAN. <br />3BEAM OR WALL PER PLAN.4SIMPSON APPROVED HANGER PER PLAN.H-HU412_L~1 5SIMPSON STRAP PER TABLE BELOW. <br />6STRAP ALT. LOCATION, APPLY ON TOP OF SHEATHING. <br />1. DRAG STRUT W/ EN PER PLAN. <br />2. FLOOR SHEATHING W/ EN <br />ALONG LINE OF BLK'G. <br />3. BEAM OR WALL PER PLAN. <br />4. SIMPSON APPROVED HANGER <br />PER PLAN. <br />5. SIMPSON STRAP PER TABLE <br />BELOW. <br />6. STRAP ALT. LOCATION, APPLY <br />ON TOP OF SHEATHING. <br />NOTES: <br />- WHERE STRAP IS APPLIED ON <br />TOP OF SHEATHING, ELIMINATE <br />LINE OF E.N. ALONG WITH THE <br />STRAP LENGTH. <br />- MIN 3 1/2" WIDE MEMBER FOR <br />(2)CS16 & CMSTC16 <br />APPLICATION. <br />- MIN 1 1/2" SPACING BETWEEN <br />ROWS OF NAILS. <br />16 <br />111 <br />DRAG DETAIL <br />1FLUSH BEAM PER PLAN.FLOOR~4 22"X12" X 2'X6" LONG EACH SIDE W/ (2) ROWS OF 16d's @ 3" O.C. STAGGERED 22"X12" X 2'X6" LONG EACH SIDE W/ (2) ROWS OF 16d's @ 3" O.C. STAGGERED <br />1BEAM PER PLAN <br />4SIMPSON APPROVED COLUMN CAP PER PLAN.CC-CCQ~1 <br />3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />1BEAM PER PLAN <br />1. BEAM PER PLAN. <br />2. 2"X12" X 2'X6" LONG EACH SIDE W/ (2) ROWS OF <br />16d's @ 3" O.C. STAGGERED <br />3. DBL. TOP PLATE OR DROP BM. PER PLAN. <br />4. SIMPSON "CCQ" COLUMN CAP PER PLAN. <br />BEAM SECTION <br />111 <br />BEAM TO POST CONNECTION <br />4'-0" MAX.4'-0" MAX. <br />42 <br />" <br /> <br />H <br />I <br />G <br />H <br />MA <br />X <br />. <br />1.HSS1.660X0.140 HANDRAIL. <br />2.1 <br />2"x11 <br />2" SOLID STEEL, A36. <br />3.1 <br />2"x11 <br />2" SOLID STEEL, A36. <br />4.L7"X4"X3 <br />8" X 7" LONG STEEL ANGLE W/ (6) <br />3 <br />8"Ø X 4" LAG SCREW. <br />5.4" DIAMETER MAX. <br />6.BEAM OR RIM PER PLAN. <br />1/8 <br />1/8 <br />1/8 <br />1/8 <br />SECTION A-A <br />A <br />1 <br />1 2" <br />1 <br />1 2" <br />2" <br />3 <br />4"3 <br />4" <br />1 1 <br />2" <br />1 <br />1 2" <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2DECKING PER PLAN.FLOOR~2 <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />3SHEARWALL PER PLAN.WALL~2 <br />4SHEARWALL PER PLAN.WALL~2 <br />62X STUD WALL PER PLAN.WALL~1 <br />3SHEARWALL PER PLAN.WALL~2 <br />4SHEARWALL PER PLAN.WALL~2 52-#4 REBAR CONT. @ T & B (U.N.O.).FND~3 <br />6DECKING PER PLAN.FLOOR~2 <br />111 <br />STEEL GUARDRAIL L-MOUNT DET. <br />12X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />2UPPER FLOOR 2X STUD WALL PER PLAN. <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />4SHEARWALL PER PLAN.WALL~2 <br />5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~2 <br />6FLOOR SYSTEM PER PLAN.FLOOR~77EDGE NAILING.MISC~3 <br />7EDGE NAILING.MISC~3 <br />8CONT. 1 3/4" LSL RIM W/ 10d TO EA. FLANGE OR BEAM PER PLAN. <br />92 x 6 BLK'G W/ (4) 10d PLY NAILS THRU I-JOIST WEB TO BLK'G. <br />102X BLK'G. <br />7EDGE NAILING.MISC~3 <br />1. 2-2X P.T. SOLE PLATE W/ 16d <br />@ 6" O.C. U.N.O., SEE NAILING <br />PER SHEARWALL SCHDL. <br />2. UPPER WALL WHERE <br />OCCURRED. <br />3. FLOOR SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />4. SHEARWALL PER PLAN. <br />5. FRAMING CLIP A35 PER <br />SHEARWALL SCHDL. <br />@ 32" O.C. MAX. <br />6. FLOOR SYSTEM PER PLAN. <br />7. BOUNDARY NAILS. <br />8. CONT. 2X RIM W/ 10d @ T&B <br />TO JOIST. <br />OR BEAM PER PLAN. <br />9. SIMPSON APPROVED <br />INVERTED HANGER. <br />10. 2X FULL DEPTH BLK'G. <br />11. 2X STUD WALL PER PLAN. <br />12. DBL. TOP PLATE OR DROP <br />BEAM PER PLAN. <br />13. 3/4" LEVELROCK GYPCRETE <br />TOPPING OVER FLOOR <br />SHEATHING. <br />112X STUD WALL PER PLAN.WALL~1 <br />12DBL. TOP PLATE.W-22X4~ <br />111 <br />SHEAR TRANSFER <br />13FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />12X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />2UPPER FLOOR 2X STUD WALL PER PLAN.2UPPER FLOOR 2X STUD WALL PER PLAN. <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />4SHEARWALL PER PLAN.WALL~2 <br />4SHEARWALL PER PLAN.WALL~2 <br />4SHEARWALL PER PLAN.WALL~2 <br />5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~2 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~26FLOOR SYSTEM PER PLAN.FLOOR~7 <br />7EDGE NAILING.MISC~3 <br />7EDGE NAILING.MISC~3 7EDGE NAILING.MISC~3 <br />8ALT. E.N. LOCATION IF PLYWD. EXTENDS TO RIM. <br />9CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ <br />102X OR TJI BLK'G. W/ (2) 16d TOE NAIL TO TOP PLATE W/ (3) 10d @ FLOOR SHEATHING. <br />1. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. <br />U.N.O., SEE NAILING PER SHEARWALL SCHDL. <br />2. UPPER FLOOR 2X STUD WALL PER PLAN. <br />3. FLOOR SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />4. SHEARWALL PER PLAN. <br />5. FRAMING CLIP A35 PER SHEARWALL <br />SCHDL. @ 32" O.C. MAX. <br />6. FLOOR SYSTEM PER PLAN. <br />7. BOUNDARY NAILS. <br />8. ALT. B.N. LOCATION IF PLYWD. EXTENDS <br />TO RIM. <br />9. 2X MEMBER CONT. RIM OR 2X BLK'G PER <br />PLAN. <br />10. 2X BLK'G. W/ (2) 16d TOE NAIL TO TOP <br />PLATE W/ (3) 10d @ FLOOR SHEATHING. <br />11. DBL. TOP PLATE OR DROP BM. PER PLAN. <br />12. 3/4" LEVELROCK GYPCRETE TOPPING <br />OVER FLOOR SHEATHING. <br />11DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />9CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ <br />102X OR TJI BLK'G. W/ (2) 16d TOE NAIL TO TOP PLATE W/ (3) 10d @ FLOOR SHEATHING. <br />111 <br />SHEAR TRANSFER <br />12X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />12FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 12FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1SHEARWALL PER PLAN.WALL~2 <br />22X STUD WALL PER PLAN.WALL~1 <br />32X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 4BOUNDARY NAILS.N-8d~5CONT. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. <br />6FLOOR SYSTEM PER PLAN.FLOOR~7 <br />7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~2 <br />1SHEARWALL PER PLAN.WALL~2 1SHEARWALL PER PLAN.WALL~2 <br />8DBL. TOP PLATE.WALL~8 <br />1. SHEARWALL WHERE <br />OCCURRED PER PLAN. <br />2. 2X STUD WALL PER PLAN. <br />3. 2-2X P.T. SOLE PLATE W/ <br />16d @ 6" O.C. U.N.O., SEE <br />NAILING PER SHEARWALL <br />SCHDL. <br />4. BOUNDARY NAILS. <br />5. CONT. FLOOR SHEATHING <br />AND NAILING PER NAILING <br />SCHDL. <br />6. FLOOR SYSTEM PER PLAN. <br />7. FRAMING CLIP A35 PER <br />SHEARWALL SCHDL. <br />@ 32" O.C. MAX. <br />8. DBL. TOP PLATE. <br />9. CONT. 2X RIM JOIST OR BM. <br />PER PLAN. <br />10. 1" GAP SEPARATED AT <br />PARTY WALL. <br />11. 3/4" LEVELROCK <br />GYPCRETE TOPPING OVER <br />FLOOR SHEATHING. <br />22X STUD WALL PER PLAN.WALL~1 <br />4BOUNDARY NAILS.N-8d~ <br />9CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ <br />111 <br />SHEAR TRANSFER <br />11CONT. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. <br />10BOUNDARY NAILS.N-8d~ <br />10BOUNDARY NAILS.N-8d~ <br />12X STUD WALL PER PLAN.WALL~13SHEARWALL PER PLAN.WALL~2 <br />14DECKING PER PLAN.FLOOR~2 <br />22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />9FLOOR SYSTEM PER PLAN. IN PERPENDICULAR CONDITION, USE APPROVED HGR. TO CONNECT TO BEAM.FLOOR~310DECK JOIST W/ APPROVED HANGER. <br />11BOUNDARY NAILS.N-8d~ <br />1. 2X STUD WALL PER PLAN. <br />2. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. <br />U.N.O., SEE NAILING PER SHEARWALL SCHDL. <br />3. SHEARWALL PER PLAN. <br />4. FLOOR SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />5. 2X WALL BELOW WHERE OCCURRED. <br />6. SIMPSON APPROVED HANGER PER PLAN. <br />8. 2X LEDGER W/ <br />(2) 1/2" x 3" MIN. LONG LAG SCREWS <br />@ 16" O.C. TO 2X BLK'G, BM. OR RIM. <br />9. FLOOR SYSTEM PER PLAN. <br />10. DECK JOIST PER PLAN. <br />11. BOUNDARY NAILS. <br />12. FLUSH BEAM OR 2X RIM PER PLAN. <br />13. 2X4 BLK'G W/ 16d @ 4" O.C. TO BLK'G. <br />14. RIP JOIST 1/4" PER FT. W/ SLOPE TO DRAIN. <br />15. 3/4" LEVELROCK GYPCRETE TOPPING <br />OVER FLOOR SHEATHING. <br />12FLUSH BEAM PER PLAN.FLOOR~462X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. <br />5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />111 <br />SHEAR TRANSFER AT DECK <br />15FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />15DECKING PER PLAN.FLOOR~2 <br />82X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. <br />12X STUD WALL PER PLAN.WALL~13SHEARWALL PER PLAN.WALL~2 <br />22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />9FLOOR SYSTEM PER PLAN. IN PERPENDICULAR CONDITION, USE APPROVED HGR. TO CONNECT TO BEAM.FLOOR~310DECK JOIST W/ APPROVED HANGER. <br />11BOUNDARY NAILS.N-8d~ <br />1. 2X STUD WALL PER PLAN. <br />2. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. <br />U.N.O., SEE NAILING PER SHEARWALL SCHDL. <br />3. SHEARWALL PER PLAN. <br />4. FLOOR SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />5. 2X WALL BELOW WHERE OCCURRED. <br />6. SIMPSON APPROVED HANGER PER PLAN. <br />8. 2X LEDGER W/ <br />(2) 1/2" x 3" MIN. LONG LAG SCREWS <br />@ 16" O.C. TO 2X BLK'G, BM. OR RIM. <br />9. FLOOR SYSTEM PER PLAN. <br />10. CORRIDOR JOIST PER PLAN. <br />11. BOUNDARY NAILS. <br />12. FLUSH BEAM OR 2X RIM PER PLAN. <br />13. 2X4 BLK'G W/ 16d @ 4" O.C. TO BLK'G. <br />14. 3/4" LEVELROCK GYPCRETE TOPPING <br />OVER FLOOR SHEATHING. <br />12FLUSH BEAM PER PLAN.FLOOR~462X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. <br />5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />111 <br />SHEAR TRANSFER AT CORRIDOR <br />14FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />14DECKING PER PLAN.FLOOR~2 <br />82X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM.