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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: 12/17/24 <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 />240363 <br />AD <br />U <br />12 <br />2 <br />5 <br /> <br />N <br />. <br />W <br />E <br />S <br />T <br /> <br />S <br />T <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 />12/12/2024 1ST PLAN CHECK1 <br />SD2 <br />STRUCTURAL DETAILS <br />22X CEILING JOIST PER PLAN.Roof~3 <br />32X STUD PER PLAN.Wall~1 <br />42X BEVELED BLK'G.Roof~4 <br />5ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 <br />6SHEARWALL PER PLAN.Wall~2 <br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4 <br />8FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 <br />9BOUNDARY NAILS.N-10d~ <br />106-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11 <br />11DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2X STUD PER PLAN. <br />4. 2X BEVELED BLK'G. <br />5. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />6. SHEARWALL PER PLAN. <br />7. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. @ 48" O.C. MAX. <br />8. FRAMING CLIP @ ALT. LOCATION. <br />9. BOUNDARY NAILS. <br />10. 6-16d COMMON NAILS @ EA. <br />RAFTER AND CEILING JOIST. <br />11. DBL. TOP PLATE OR DROP BM. <br />PER PLAN. <br />111 <br />SHEAR TRANSFER <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X CEILING JOIST PER PLAN.ROOF~3 <br />32X CEILING JOIST OR BLK'G <br />42X STUD WALL PER PLAN.WALL~1 <br />5SHEARWALL PER PLAN.WALL~2 <br />6FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 <br />6FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4 <br />7PROVIDE 2X STRUT @ 48" O.C. W/ A35 @ EA. END. <br />82X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~2 <br />82X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~292X BLK'G @ 4'-0" O.C. <br />102 x 4 FLAT SPAN ACROSS MIN. 6 C.J. @ 8'-0" MAX. <br />11DBL. TOP PLATE.W-22X4~ <br />12ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />13CONT. PLYWOOD <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2X RIM OR BLK'G. <br />4. 2X STUD WALL PER PLAN. <br />5. SHEARWALL PER PLAN. <br />6. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. <br />@ 48" O.C. MAX. <br />7. PROVIDE 2X STRUT <br />@ 48" O.C. W/ A35 @ EA. END. <br />8. 2X LEDGER W/ 2-16d @ 6" <br />O.C. TO 2X BLK'G. <br />9. 2X BLK'G @ 4'-0" O.C. <br />10. 2 x 4 FLAT SPAN ACROSS <br />MIN. 6 C.J. @ 8'-0" MAX. <br />11. DBL. TOP PLATE. <br />12. ROOF SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />13. CONT. PLYWOOD <br />111 <br />SHEAR TRANSFER <br />1ROOF TRUSS BY MFR., SEE PLAN.ROOF~13 <br />22X BLK'G @ 48" O.C.WALL~73SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~ <br />4JOIST OR TRUSS BOTT. CHORD.4JOIST OR TRUSS BOTT. CHORD. <br />3SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~ <br />5NON BEARING WALL. <br />3/ <br />4 <br />" <br />, <br /> <br />T <br />Y <br />P <br />. <br />3/ <br />4 <br />" <br />, <br /> <br />T <br />Y <br />P <br />. <br />5NON BEARING WALL. <br />1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN. <br />2. 2X BLK'G @ 48" O.C. <br />3. SIMPSON "DTC" @ 48" O.C. MAX. <br />4. JOIST OR TRUSS BOTT. CHORD. <br />5. NON BEARING WALL. <br />111 <br />NON-BEARING WALL DETAIL <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 />1BEAM PER PLAN. <br />1BEAM PER PLAN.1BEAM PER PLAN. <br />2DBL. TOP PLATE. <br />2DBL. TOP PLATE.2DBL. TOP PLATE.3SIMPSON STRAP MSTI36 OR ST6224 3SIMPSON STRAP MSTI36 OR ST6224 <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />5POST OR MULTI STUD PER PLAN.WALL~3 <br />5POST OR MULTI STUD PER PLAN.5POST OR MULTI STUD PER PLAN. <br />6(3)16d EA. SIDE <br />6(3)16d EA. SIDE <br />7SILL PLATE. <br />1. BEAM PER PLAN. <br />2. DBL. TOP PLATE. <br />3. SIMPSON STRAP MSTI36 <br />OR ST6224. <br />4. SIMPSON A34 AT EA. <br />SIDE OF BEAM AND POST <br />PER BEAM CONDITION. <br />5. POST OR MULTI STUD <br />PER PLAN. <br />6. 2X STUD EA. SIDE OF <br />BEAM W/ 16d @ 12" O.C. <br />STAGGERED TO POST. <br />ADD 3-16d EA. SIDE TO BM. <br />7. 2X SILL PLATE. <br />NOTE: <br />- ADD FILLER @ SIDE OF <br />BEAM AS NEEDED. <br />1BEAM PER PLAN. <br />2DBL. TOP PLATE.4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />5POST OR MULTI STUD PER PLAN.WALL~3 <br />7SILL PLATE. <br />COND A: DROP BEAM COND B: TOP FLUSH BEAM <br />COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM <br />111 <br />BEAM POCKET DETAIL <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 />111 <br />TOP PLATE SPLICE TYP. <br />SEE TABLE <br />NAIL SPLICE: <br />STRAP SPLICE: <br />1FLOOR SYSTEM PER PLAN.FLOOR~7 <br />2FLOOR SYSTEM PER PLAN.FLOOR~7 <br />2FLOOR SYSTEM PER PLAN.FLOOR~7 <br />3FLOOR SYSTEM PER PLAN.FLOOR~7 <br />3FLOOR SYSTEM PER PLAN.FLOOR~7 <br />5FLOOR SYSTEM PER PLAN.FLOOR~7 <br />4FLOOR SYSTEM PER PLAN.FLOOR~74FLOOR SYSTEM PER PLAN.FLOOR~7 <br />2FLOOR SYSTEM PER PLAN.FLOOR~73FLOOR SYSTEM PER PLAN.FLOOR~7 <br />EQ.EQ. <br />EQ. <br />7FLOOR SYSTEM PER PLAN.FLOOR~7 <br />EQ. <br />1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF <br />SPLICE U.N.O. & PER TABLE BELOW. <br />2. 2X STUD WALL PER PLAN. <br />3. LOCATE STUD UNDER SPLICE OR <br />PROVIDE 2X BLKG. ATTACHED TO <br />ADJACENT STUD W/ (3) 16d EA. SIDE. <br />4. PLATE TO STUD NAILING PER <br />C.B.C. MIN REQUIREMENTS. <br />5. NUMBER OF NAIL SPECIFIED <br />BETWEEN SPLICING POINTS PER <br />TABLE BELOW. <br />6. SIMP. STRAP PER TABLE BELOW. <br />7. SIMP. STRAP ST6224. <br />NOTES: <br />- FULLY NAIL STRAP W/ 16d <br />SINKER OR 10d COMMON. <br />- NAIL SHALL BE STAGGERED <br />& AT LEAST 2 1/4" APART. <br />CAPACITY 1880# <br />A <br />2506# <br />B <br />3760# <br />CCONDITION <br />MIN. PLATE LAP <br />COMMON NAIL <br />4' - 0" MIN. <br />1 ROW (9) - 16d <br />4' - 0" MIN. <br />2 ROW (6) - 16d <br />6' - 0" MIN. <br />2 ROW (9) - 16d <br />STRAP MSTA30 ST 6224 MST48 <br />NAIL <br />SPLICE <br />STRAP <br />SPLICE <br />6FLOOR SYSTEM PER PLAN.FLOOR~7 <br />6FLOOR SYSTEM PER PLAN.FLOOR~7 <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 />"W <br />" <br /> <br />M <br />A <br />X <br />. <br />"L" MAX.12" MIN.12" MIN. <br />EQ <br />. <br />EQ <br />. <br />1NOTCH LOCATION.2SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.)3BORED HOLE. <br />1. NOTCH LOCATION. <br />2. SIMPSON STRAP "MSTA36" W/ (11) <br />10d COMMON EA. END (STRAP NOT <br />REQ'D AT SILL PLT.) <br />3. BORED HOLE. <br />NOTE: <br />ONLY ONE NOTCH OR HOLE ALLOWED PER <br />EA. STUD. ( EXCLUDING LET-IN BRACES). <br />2-2X TOP PLT. <br />2X OR 3X <br />SILL PLATE. <br />NOTCHES <br />MIN. <br />SPACING <br />BORED <br />HOLES <br />"L" <br />MAX. <br />"W" <br />MAX. <br />2X4 PLATE <br />2X6 PLATE <br />2X8 PLATE <br />6'-0" <br />6'-0" <br />6'-0" <br />3-1/2" <br />5-1/2" <br />5-1/2" <br />1-1/2" <br />2" <br />2" <br />1-1/4" <br />2" <br />3" <br />111 <br />PLATE NOTCHING AND BORING <br />24" MIN.CONT.24 MIN. <br />1SHEARWALL PER PLAN.WALL~2 <br />22X BLOCKING.WALL~7 <br />3EDGE NAILING.MISC~3 <br />1SHEARWALL PER PLAN.WALL~2 <br />1SHEARWALL PER PLAN.WALL~2 <br />1SHEARWALL PER PLAN.WALL~2 <br />4WINDOW OPENING PER PLAN. <br />5SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. <br />5SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. <br />22X BLOCKING.WALL~7 <br />22X BLOCKING.WALL~7 <br />1. SHEAR PANEL PER PLAN. <br />2. 2-2X OR 4X BLOCKING. <br />3. EDGE NAILING (E.N.). <br />4. WINDOW OPENING PER PLAN. <br />5. SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. <br />6. SHEARWALL HOLDOWN, REFER TO SHEAR PANEL DETAIL FOR INSTALLATION. <br />22X BLOCKING.WALL~7 <br />62X BLOCKING.WALL~7 <br />111 <br />SHEAR AT OPENING <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 />END LE <br />N <br />G <br />T <br />H <br />END L <br />E <br />N <br />G <br />T <br />H <br />1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS.2HIP BM. OR TOP CHORD OF HIP TRUSS. <br />3SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. <br />42X FLAT BLK'G W/ E.N., SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN. 4 BAYS). <br />END LENGTH <br />5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~63SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. <br />1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS. <br />1. TYPICAL ROOF RAFTER OR <br />TOP CHORD OF TRUSS. <br />2. HIP BM. OR TOP CHORD OF <br />HIP TRUSS. <br />3. SIMPSON STRAP CS16 W/ 8d <br />SINKER NAIL @ 2-1/16" O.C. CUT <br />TO FIT OVERALL BAYS OF BLK'G <br />WHERE APPLICABLE. <br />4. 2X FLAT BLK'G W/ E.N., SEE <br />PLAN FOR BLK'G LENGTH OR <br />NO. OF BAYS. (MIN. 4 BAYS). <br />5. DBL. TOP PLATE OR DROP BM. <br />PER PLAN. <br />NOTES: <br />* ADD 2" x 4" x 48" LONG MEMBER <br />TO RECEIVE 2ND CS16 & NAIL W/ <br />16d @ 4" O.C. STAGGERED. <br />STRAP <br />8 <br />9 <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 />8 <br />111 <br />DRAG DETAIL <br />EQ.EQ. <br />1PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS). <br />2FLUSH BEAM PER PLAN.FLOOR~4 <br />3DBL. TOP PLATE. <br />4DROP BEAM PER PLAN.FLOOR~5 <br />5STRAP PER CHART BELOW. <br />6ALT. STRAP LOCATION. <br />7SEE PLAN FOR BEARING CONDITION. <br />1. PLYWOOD SHEATHING W/ <br />E.N. (TO EA. JOIST WHEN <br />DBL. FLOOR JOISTS). <br />2. FLUSH BEAM PER PLAN. <br />3. DBL. TOP PLATE. <br />4. DROP BEAM PER PLAN. <br />5. STRAP PER CHART <br />BELOW. <br />6. ALT. STRAP LOCATION. <br />7. SEE PLAN FOR BEARING <br />CONDITION. <br />STRAP CAPACITYEND LENGTH <br />5 <br />6 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />7 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 />5 <br />111 <br />DRAG DETAIL <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 />111 <br />SHEAR TRANSFER <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 />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 />111 <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~3 <br />2POST 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 />111 <br />BEAM TO STANDALONE POST