Laserfiche WebLink
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 />SD2 <br />STRUCTURAL DETAILS <br />2 <br />3 <br />4 <br />1 <br />6 <br />7 <br />8 <br />5 <br />10 <br />11 <br />12 <br />9 <br />14 <br />15 <br />16 <br />13 <br />18 <br />19 <br />20 <br />17 <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 />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 />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 />1DBL. TOP PLATE.W-22X4~ <br />2SAME AS ROOF SHEATHING. <br />32X STUDS @ 16" O.C. <br />EQ <br />. <br />EQ <br />. <br />42X4 @ 16" O.C. W/ (4) 16d's TO EA. STUD & (4) 16d's T.N. TO 2X4 CONT. SPREADER. <br />45 <br />° <br />52X4 CONT. SPREADER W/ (3) 16d'S ON EA. FRAMING MEMBER PERPENDICULAR TO WALL. FOR PARALLEL FRAMING CONDITION, SPREADER TO FALL ON CONT. MEMBER & NAILED W/ 16d'S @ 4" O.C. <br />48 <br />" <br /> <br />M <br />A <br />X <br />. <br />6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />72X FLAT BLK'GW-B2X4~1 <br />811 7/8" TJI I-JOIST W/ SPACING PER PLAN.TJI-1178~ <br />9PROVIDE 2X BLK'G @ 24" O.C. @ RAFTER PARALLEL TO WALL ONLY 10FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~411FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 <br />12SHEARWALL PER PLAN.WALL~2 <br />132X STUD WALL PER PLAN.WALL~1 <br />1DBL. TOP PLATE.W-22X4~ <br />14CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ <br />1. DBL. TOP PLATE. <br />2. SAME AS ROOF SHEATHING. <br />3. 2X STUDS @ 16" O.C. <br />4. 2X4 @ 16" O.C. W/ (4) 16d's TO EA. <br />STUD & (4) 16d's T.N. TO 2X4 CONT. <br />SPREADER. <br />5. 2X4 CONT. SPREADER W/ (3) 16d'S <br />ON EA. FRAMING MEMBER <br />PERPENDICULAR TO WALL. FOR <br />PARALLEL FRAMING CONDITION, <br />SPREADER TO FALL ON CONT. <br />MEMBER & NAILED W/ 16d'S @ 4" O.C. <br />6. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />7. 2X FLAT BLK'G <br />8. ROOF SYSTEM PER PLAN. <br />9. PROVIDE 2X BLK'G @ 24" O.C. <br />@ RAFTER PARALLEL TO WALL ONLY <br />10. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. @ 48" O.C. MAX. <br />11. FRAMING CLIP @ ALT. LOCATION. <br />12. SHEARWALL PER PLAN. <br />13. 2X STUD WALL PER PLAN. <br />14. CONT. 2X OR 1 1/4" LSL RIM JOIST. <br />111 <br />SHEAR TRANSFER <br />1ROOF SYSTEM PER PLAN.1ROOF SYSTEM PER PLAN. <br />2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />32X STUD WALL PER PLAN.WALL~1 32X STUD WALL PER PLAN.WALL~1 <br />4SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 <br />5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />6BOUNDARY NAILS.N-8d~6BOUNDARY NAILS.N-8d~72X FULL DEPTH BLK'G @ 48" O.C. BETWEEN RIM & 1ST JOIST. BOUNDARY NAILS TO BLK'G.ROOF~6 <br />1. ROOF SYSTEM PER PLAN. <br />2. ROOF SHEATHING AND NAILING PER NAILING SCHDL. <br />3. 2X STUD WALL PER PLAN. <br />4. SHEARWALL PER PLAN. <br />5. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. <br />6. BOUNDARY NAILS. <br />7. 2X FULL DEPTH BLK'G @ 48" O.C. BETWEEN RIM & 1ST JOIST. <br />BOUNDARY NAILS TO BLK'G. <br />8. CONT. 2X OR 1 1/4" LSL RIM JOIST OR BLK'G. <br />PERPENDICULAR COND.PARALLEL COND. <br />8CONT. 1 1/4" LSL RIM JOIST OR BLK'G.W-RIM1178~8CONT. 1 1/4" LSL RIM JOIST OR BLK'G.W-RIM1178~ <br />6BOUNDARY NAILS.N-8d~6BOUNDARY NAILS.N-8d~ <br />111 <br />SHEAR TRANSFER <br />111 <br />SHEAR TRANSFER @ PARTY WALL <br />12X STUD WALL PER PLAN.WALL~1 <br />2SHEAR WALL PER PLAN.WALL~1 <br />3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~1 <br />2SHEAR WALL PER PLAN.WALL~1 <br />4FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 4FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />5ROOF SYSTEM PER PLAN.A-A35_L~1 <br />6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 7BOUNDARY NAILS.MISC~6 <br />7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />1. 2X STUD WALL PER PLAN. <br />2. SHEAR WALL WHERE OCCURRED <br />PER PLAN. <br />3. DBL. TOP PLATE OR DROP BM. <br />PER PLAN. <br />4. FRAMING CLIP A35 PER <br />SHEARWALL SCHDL. @ 48" O.C. MAX. <br />5. ROOF SYSTEM PER PLAN. <br />6. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />7. BOUNDARY NAILS. <br />1DBL. TOP PLATE.W-22X4~ <br />2SAME AS ROOF SHEATHING. <br />32X STUDS @ 16" O.C. <br />EQ <br />. <br />EQ <br />. <br />42X4 @ 16" O.C. W/ (4) 16d's TO EA. STUD & (4) 16d's T.N. TO 2X4 CONT. SPREADER. <br />45 <br />° <br />52X4 CONT. SPREADER W/ (3) 16d'S ON EA. FRAMING MEMBER PERPENDICULAR TO WALL. FOR PARALLEL FRAMING CONDITION, SPREADER TO FALL ON CONT. MEMBER & NAILED W/ 16d'S @ 4" O.C. <br />48 <br />" <br /> <br />M <br />A <br />X <br />. <br />6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />811 7/8" TJI I-JOIST W/ SPACING PER PLAN.TJI-1178~9PROVIDE 2X BLK'G @ 24" O.C. @ RAFTER PARALLEL TO WALL ONLY 11FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 12SHEARWALL PER PLAN.WALL~2 <br />1. DBL. TOP PLATE. <br />2. SAME AS ROOF SHEATHING. <br />3. 2X STUDS @ 16" O.C. <br />4. 2X4 @ 16" O.C. W/ (4) 16d's TO EA. <br />STUD & (4) 16d's T.N. TO 2X4 CONT. <br />SPREADER. <br />5. 2X4 CONT. SPREADER W/ (3) 16d'S <br />ON EA. FRAMING MEMBER <br />PERPENDICULAR TO WALL. FOR <br />PARALLEL FRAMING CONDITION, <br />SPREADER TO FALL ON CONT. <br />MEMBER & NAILED W/ 16d'S @ 4" O.C. <br />6. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />8. ROOF SYSTEM PER PLAN. <br />9. PROVIDE 2X BLK'G @ 24" O.C. <br />@ RAFTER PARALLEL TO WALL ONLY <br />11. SIMPSON LUS HANGER @ EA. <br />BLK'G TO BEAM. <br />12. FLUSH BEAM PER PLAN. <br />111 <br />SHEAR TRANSFER <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X BLOCKING.W-B2X10~1 <br />22X BLOCKING.W-B2X10~1 <br />3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />42X STUD WALL PER PLAN.WALL~1 <br />42X STUD WALL PER PLAN.WALL~1 <br />5SHEARWALL PER PLAN.WALL~262X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />8FRAMING CLIP @ ALT. LOCATION.A-LTP4_BEND~3 <br />9BOUNDARY NAILS.N-8d~ <br />9BOUNDARY NAILS.N-8d~ <br />10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X BLOCKING. <br />3. DBL. TOP PLATE OR DROP BM. <br />PER PLAN. <br />4. 2X STUD WALL PER PLAN. <br />5. SHEARWALL PER PLAN. <br />6. 2X SOLE PLATE W/ 16d @ 6" O.C. <br />U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />7. FRAMING CLIP A35 PER <br />SHEARWALL SCHDL. @ 48" O.C. MAX. <br />8. FRAMING CLIP @ ALT. LOCATION. <br />9. BOUNDARY NAILS. <br />10. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />111 <br />SHEAR TRANSFER <br />1MAIN DIAPHRAGM2SECONDARY DIAPHRAGM <br />3FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />42X ROOF RAFTER PER PLAN.W-2X10~1 <br />5BOUNDARY NAILS.N-8d~ <br />6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6") <br />7LS50/LTP4 OR 6"x3 1/2" THICK PLYWOOD GUSSET W/ (3) 10d'S TO EA. MEMBER AT 24" O.C. STAGG. WHEN TAPERED MEMBER DEPTH EXCEEDS 3/4" DEEP. FOR LESS THAN 3/4" DEPTH USE 16d'S FACE NAIL @ 4" O.C. FROM TAPERED MEMBER TO MAIN MEMBER.1MAIN DIAPHRAGM <br />6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6") <br />42X ROOF RAFTER PER PLAN.W-2X10~1 <br />6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6")5BOUNDARY NAILS.N-8d~2SECONDARY DIAPHRAGM <br />5BOUNDARY NAILS.N-8d~1MAIN DIAPHRAGM <br />81/4" Ø SIMPSON SDS SCREWS @ 24" O.C., MAX. E/W FOR TAPERED MEMBER DEPTH OF MAX. 3/14" <br />42X ROOF RAFTER PER PLAN.W-2X10~1 <br />6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6")9SIMPSON H10 @ 32" O.C., MAX. E/W FOR TAPERED MEMBER DEPTH GREATER THAN 3 1/2" <br />7LS50/LTP4 OR 6"x3 1/2" THICK PLYWOOD GUSSET W/ (3) 10d'S TO EA. MEMBER AT 24" O.C. STAGG. WHEN TAPERED MEMBER DEPTH EXCEEDS 3/4" DEEP. FOR LESS THAN 3/4" DEPTH USE 16d'S FACE NAIL @ 4" O.C. FROM TAPERED MEMBER TO MAIN MEMBER. <br />1. MAIN DIAPHRAGM <br />2. SECONDARY DIAPHRAGM <br />3. FRAMING CLIP A35 PER <br />SHEARWALL SCHDL. <br />@ 48" O.C. MAX. <br />4. 2X ROOF RAFTER PER PLAN. <br />5. BOUNDARY NAILS. <br />6. TAPERED ROOF MEMBER <br />@ 24" O.C. MAX. (D MAX. = 6") <br />7. LS50/LTP4 OR 6"x3 1/2" THICK <br />PLYWOOD GUSSET W/ (3) 10d'S <br />TO EA. MEMBER AT 24" O.C. <br />STAGG. WHEN TAPERED <br />MEMBER DEPTH EXCEEDS 3/4" <br />DEEP. FOR LESS THAN 3/4" <br />DEPTH USE 16d'S FACE NAIL <br />@ 4" O.C. FROM TAPERED <br />MEMBER TO MAIN MEMBER. <br />8. 1/4" Ø SIMPSON SDS SCREWS <br />@ 24" O.C., MAX. E/W <br />FOR TAPERED MEMBER DEPTH <br />OF MAX. 3/14" <br />9. SIMPSON H10 @ 32" O.C., MAX. <br />E/W FOR TAPERED MEMBER <br />DEPTH GREATER THAN 3 1/2" <br />111 <br />SHEAR TRANSFER