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7 <br />6 <br />8 <br />13163 <br />610 <br />11 <br />8 18 <br />2 12 <br />5 <br />15 <br />12 <br />26341610314 1.ROOF SHEATHING. <br />TRUSS BY MANUFACTURER. <br />8d COMMON NAILS AT 6" O.C. <br />B.N. U.N.O. <br />2X FULL HEIGHT BEVELED <br />BLK'G. (IF BLK'G. IS NOT BEVELED <br />SEE DETAIL 13-SN2) IF BLK'G. <br />NOT TIGHT FIT, SEE ITEM #15. <br />DBL. TOP PLATE OR BEAM. <br />SIMPSON A35 SPACING <br />SHEAR PANEL TYPE 2 TYPICAL <br />(U.N.O. ON PLANS) BETWEEN <br />TRUSSES. <br />SEE PLAN FOR TYPE AND <br />LOC. OF SHEAR PANEL ON 2X <br />STUDS AT 16" O.C. MAX. <br />ALT. LOC. OF SHEAR PANEL. <br />2X FULL HEIGHT BLOCKING. <br />TYPICAL BOUNDARY NAILING <br />SIMPSON "H1A" @ EVERY TRUSS <br />2X BLK'G. & UPPER SHEATHING <br />ABV. PLATE CAN BE REPLACED <br />W/ PRE-FABRICATED FULL DEPTH <br />BLOCKING. <br />2X RAFTER TAIL W/ MIN. 3'-0" <br />LAP W/ 16d's 6" O.C. STAGG. <br />MAX. GAP BETWEEN BLK'G. & <br />TOP PLATE FOR HI TO 1/2" <br />& FOR A35, TO BE 1/4". <br />2. <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 />13-SN2 IF NOT BEVELED. <br />2X BEVELED BLK'G. SEE 16. <br />OR TRUSS TOP CHORD. <br /> SHEAR TRANSFER DETAIL <br />BLOCK SEE DETAIL 1A/SN-2 <br />24 <br />" <br />MA <br />X <br />7 <br />12 <br />PER SW SCHEDULE <br />(AT NON-SHEAR WALL, SPACING <br />IS 48" O.C. MAX.). FOR VENT <br />ALT. LOCATION OF H1A.17.17 <br />R <br />USE "LGT" FOR GIRDER TRUSS, <br />WIDTH OF "LGT" TO MATCH <br />NUMBER OF PLYS OF G.T. <br />18. ALT. TO H1A, USE (2)SDWC15600 <br />SIMP. TRUSS SCREWS. <br />9 <br />REFER TO SIMP. CATALOG FOR <br />INSTALLATION REQUIREMENTS <br />01/29/2025PC COMMENTS RESPONSE #1 <br />04/17/2025PC COMMENTS RESPONSE #2 <br />VE Revs 10/10/20251 <br />B <br />A <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br />Go <br />u <br />v <br />i <br />s <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />JOB NO. <br />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <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 />5 <br />BSB: MR230056; Gouvis: 66467 <br />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD P.C. SUBMITTAL <br />04/17/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <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 />5 <br />GENERAL <br />DETAILS & NOTES <br />SD2 <br />4 <br />6 <br />5 <br />231 <br />A <br />B (2) CS16 <br />CS16 <br />3400# <br />1700# <br />STRAP CAPACITY* <br />- USE DOUBLE BLOCKING OR FLAT <br /> BLOCKS FOR CONDITION B. <br />- USE SINKER AT STRAPS. <br />CS16 STRAP TO BE APPLIED <br />OVER ENTIRE LENGTH OF LINE <br />OF BLOCKING MIN. (3) NAILS TO EACH <br />BLOCK. SEE PLAN FOR EXTENT OF <br />END LENGTH. <br />PLYWOOD SHEATHING. <br />SHEAR WALL, SEE PLAN <br />2X BLOCKING ON EDGE W/ E.N. OR <br />FLAT BLOCKING. <br />TRUSSES. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />* NAIL LATERAL VALUES BASED ON <br /> SPF/HF. <br /> DRAG DETAIL <br />- STRAP TO EXTEND ON ALL <br />BLKG. (MIN. 3-BAYS). <br />- REFER TO 17/SN2 FOR CS16 <br />NAILING PATTERN. <br />NOTES: <br />END LENGTH <br />3'-6" <br />3'-6" <br />NAIL SIZE & SPACING <br />(2) ROWS 8d @ 4 1/8" <br />(2) ROWS 8d @ 4 1/2" <br />LINE OF BLOCKING AND SHEAR <br />TRANSFER DETAIL TO DOUBLE TOP <br />PLATES. <br />R <br />TRUSS BLKG OR FULL HT BLKG @7. <br />SHEAR WALL LOCATION <br />7 <br />876 <br />1 510 <br />7 9 <br />264 <br />7 5101 <br />7 <br />1 6 4 2 <br />3 <br />3610PLAN <br />VIEW <br />SIDE <br />VIEW <br />- USE DBL. BLKG. FOR <br />CONDITION B, C & D <br />A <br />B <br />CS16 <br />(2) CS16 3400# <br />1700# <br />CAPACITY**STRAP <br />CMSTC16C*4585#16d SINKER @ 4 1/2" <br />NAIL SIZE AND <br />8d BOX/SINKER @ 4 1/8" <br />8d BOX/SINKER @ 4 1/8" <br />SPACING <br />SIDE <br />VIEW IF DRAG TRUSS IS A JACK <br />TRUSS, PROVIDE PLYWOOD <br />TYPE 2 FROM TOP TO BOTT. <br />CMST14 16d SINKER @ 3 1/2"D*6490# <br />1.TYP. TRUSSES BEARING ON <br />WALL <br />2.TYP. TRUSSES HANGING FROM <br />GIRDER TRUSS OR BEAM <br />3.GIRDER TRUSS OR BEAM <br />OFFSET FROM CORNER. <br />4.LINE OF BEVELED BLKG. W/E.N. <br />OF ROOF SHT'G. SEE 13/SN2 IF <br />5.ROOF SHEATHING <br />6.SIMPSON STRAP CUT TO <br />FIT ON WALL AS SHOWN & <br />ACROSS ALL BAYS OF BLKG. <br />AS REQ'D. MIN. (4) BAYS W/ MIN. <br />(3) NAILS TO EACH BLOCK. <br />7.END LENGTH & SPACING PER <br />TABLE BELOW. <br />8.PROVIDE 2X4X4'-0" MEMBER <br />NEXT TO TRUSS AT CONDITION <br />B & NAIL TO TRUSS W/ 16d'S @ <br />4" O.C. STAGGERED & FOR <br />CONDITION C & D USE DBL. <br />TRUSS W/ NAILS @ 4" O.C. <br />9.DRAG TRUSS W/ LINE OF E.N. <br /> 6'-0" <br />6'-0" <br />3'-0" <br />3'-0" <br />LENGTH <br />END <br />* APPLY ONLY AT TRUSS IN <br />LINE CONDITION. <br />TRUSS IN LINE <br />TRUSS OFFSET <br />NOT BEVELED. APPLY 16d's AT <br />8" O.C. TO THE GIRDER TRUSS <br />(MIN. 5 BAYS). <br />LINE OF BEVELED BLKG. W/10. <br />E.N. . IF NOT BEVELED, SEE <br />13/SN2 <br />- <br /> DRAG DETAIL <br />- <br />NOTES: <br />REFER TO 17/SN2 FOR CS16 <br />NAILING PATTERN. <br />** NAIL LATERAL VALUES <br />BASED ON SPF/HF. <br />NAILS PER SCHEDULE, USE (2) <br />ROWS OF NAILS EA. STRAP <br />CHORD. <br />R <br />3 <br />2 <br />4 <br />2 <br />4 1 <br />SIDE VIEW END VIEW <br />1.BM., SEE PLAN (MIN. DEPTH 12"). <br />SIMPSON STRAP EACH SIDE <br />OF BEAM TO POST. <br />POST, SEE PLAN. <br />ALT. TO MSTA12 STRAPS, USE <br />2X KING STUD EACH SIDE <br />OF BEAM TO POST & NAIL <br />W/ 16d'S @ 16" O.C. TO POST <br />& MIN. (5) 16d'S TO BEAM. <br />2. <br />3. <br />4. <br />NOTE: <br />- <br /> POST & BEAM CONNECTION <br />ADD SHIMS AS REQUIRED. <br />IF THERE IS DBL. TOP PLATE- <br />BTWN. BM. & POST, INCREASE <br />LENGTH OF STRAP TO <br />ACCOMMODATE. <br />EQ <br />. <br />EQ <br />. <br />STRAP <br />A <br />CAPACITY <br />- <br />5600# <br />2900# <br />MSTA12 <br />EA. SIDE <br />(1) CS16B <br />(2) CS16C <br />OF EACH STRAP <br />OVERALL LENGTH <br />12" <br />24" <br />24" <br />FILL ALL STRAP HOLES WITH- <br />NAILS. <br />4 <br />R <br />21 <br />6 <br />1 <br />4 <br />3 <br />5 <br />8 <br />4 <br />73 <br />7 <br />4 <br />1.EDGE NAILING. <br />ROOF SHEATHING. <br />SEE PLAN FOR TYPE. <br />TYPICAL TRUSSES. <br />2X8 (MAX.) NAILER WITH <br />10d COMMON NAILS TO PLATE <br />& TRUSS. USE SAME SPACING <br />ALT. LOCATION OF A35 IF <br />TRUSS IS OFFSET. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />4" MAX. <br />OFFSET <br /> SHEAR TRANSFER <br />BELOW. <br />NON-SHEAR WALL, @ 48" O.C. <br />A35'S EQUALLY SPACED PER <br />ROOF IS IN PLACE. <br />SHEAR TRUSS TO TRANSFER <br />200 PLF FROM TOP CHORD <br />TO BOTTOM U.N.O. <br />SHEAR WALL SCHEDULE (AT <br />AS EDGE NAILS OF SW TYPE <br />MAX.). CONNECT A35's AFTER <br />R <br /> DRAG DETAIL <br />SEE TABLE. <br /> <br />END LENGTH <br />6'-0" <br /> <br />* <br />SEE FRAMING PLAN. <br />CONT. JOIST OR BLOCKING,7. <br />OF EDGE NAILING SEE PLAN. <br />BEAM OR JOIST (S), W/ LINE6. <br />5. <br />4. <br />1. <br />2. <br />3. <br />3'-0" <br />3'-0" <br />6'-3" <br />CAPACITY <br />1700# <br />3400# <br />4585# <br />6490#D CMST14 <br />NAIL SIZE AND SPACING <br />JOIST (S). W/ NAILS FROM CS16 <br />PLAN. <br />FOR CONDITION C &D. <br />MIN. 3 1/2" WIDE MEMBER <br />ROWS OF NAILS. <br />MIN. 1/2" SPACING BETWEEN <br />C CMSTC16 <br />B* (2) CS16 <br />A CS16 <br />STRAP <br />DBL. TOP PLATE. <br />POST OR MULTI STUD, SEE <br />SPACING AND END LENGTH <br />SIMILAR COND. W/FLUSH BEAM <br />SIMPSON STRAP PER TABLE133273 <br />5 <br />6 <br />4 <br />10d BOX AT 3 1/2" <br />10d BOX AT 4 1/2" <br />8d BOX/SINKER AT 4 1/8" <br />8d BOX/SINKER AT 4 1/8" <br />REFER TO 17/SN2 FOR CS16 <br />NAILING PATTERN. <br />- <br />- <br />NOTES: <br />(2) ROWS OF NAILS FOR EA. <br />STRAP. <br />R <br /> TYPICAL SPLICE TOP PLATE <br />ALT. STRAP W/ 16d SINKER <br />STRAP SPLICE <br />SLOPING CONDITION <br />NO. OF 16d SINKER <br />MIN. PLATE LAP <br />PLATE SPLICE AT <br />EQ.EQ. <br />MSTC52ST6236ST6224ST22MST37 MST60 <br />8 FT. <br />10 <br />4 FT. <br />16 <br />4 FT. <br /> A B <br />24 <br />6 FT. <br />22 <br />6 FT. <br />32 <br />DC E <br />36 <br />8 FT. <br />F <br />NAIL SPLICE14 <br />3 3 <br />5 <br />2 <br />3 <br />U.N.O. & PER TABLE BELOW. <br />NAILS SHALL BE STAGGERED <br />& AT LEAST 2 1/4" APART. <br />SINKER OR 10d COMMON <br />FULLY NAIL STRAP W/ 16d <br />CONT. LOWER PLATE @ WALL. <br />SHIM AS REQUIRED. <br />SIMPSON STRAP PER TABLE BELOW. <br />SPLICING POINTS PER TABLE BELOW. <br />NUMBER OF NAILS SPECIFIED BETWEEN <br />W/ (3) 16d'S EACH SIDE. <br />ATTACHED TO ADJACENT STUDS <br />OR PROVIDE 2X BLKG. <br />LOCATE STUD UNDER SPLICE <br />TYP. STUDS AT 16" O.C. <br />5. <br />9. <br />8. <br />7. <br />6. <br />ST22 STRAP. <br />NOTE: <br />EXTERIOR WALL. PROVIDE FULL HT. <br />4. <br />3. <br />2. <br />16d SINKER NAILS AT 8" O.C.1. <br />NON-LAP CHANNEL <br />CONDITION8 <br />69 <br />7 <br />STUD TO RECEIVE STRAP NAILS. <br />CMST12x72" <br />42 <br />8 FT. <br />G <br />- <br />- <br />(5) MIN. EA. SIDE OF SPLICE <br />R <br />6 <br />10 3 2 <br />5 <br />2 <br />1 <br />8946 <br />10 2 <br />4 <br />5 <br />1 <br />2 <br />8 <br />10 9 3 2 <br />7 1 <br />5 <br />4 <br />11 <br />11 <br />17 <br />2 5 <br />4 <br />6 <br />10 <br />6 <br />LEDGER. IF SPAN OF ROOF <br />8'-0", USE JOIST HANGER. <br />8d COMMON AT 4" O.C. <br />ROOF SHEATHING. <br />MEMBER IS MORE THAN <br />(IF NOT BEVELED, SEE <br />LOW ROOF TO HIGH ROOF <br />SHEAR PANEL PER NOTE 7. <br />CALLOUT ON PLAN. INSTALL <br />IF SHEAR PANEL IS NOT <br />TYPE 2 ENTIRE WALL FROM <br />PLYWOOD SHEAR PANEL <br />2X R/R OR TOP CHORD OF <br />LEDGER TO STUDS. SLIT THE <br />H2.5A AT 48" O.C. FROM <br />16d's AT 6" O.C. (U.N.O.) <br />(4) 16d's PER STUD U.N.O. <br />2X BEVELED LEDGER W/ <br />EDGE NAILING. <br />2X BLOCKING. <br />MIN. (3) 16d TOE NAILS TO <br />TRUSS. <br />CONDITION A W/ PLYWD INSIDE <br />CONDITION B W/ PLYWD OUTSIDE <br />ALTERNATE CONNECTION <br />ALTERNATE CONNECTION <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />DETAIL. 13/SN2). <br />PLYWOOD TO INSTALL H2.5A . <br />11. <br />(U.N.O.) PER SHEAR WALL <br />SCHEDULE. <br />SIMPSON H2.5A PRIOR TO <br />INSTALLATION OF 2X BLK'G. <br />AT CONDITION B LOCATE <br />NOTE: <br />12.2X STUD OR BM. PER PLAN. <br /> HIGH TO LOW ROOF <br />U.N.O. <br />13.PLYWOOD WHERE OCCURS <br />PER PLAN. APPLY PRIOR TO <br />12 <br />12 <br />13 <br />13 <br />12 <br />12 <br />LOW ROOF INSTALLATION. <br />PRIOR TO ROOF FRAMING. <br />OUTSIDE, TO BE INSTALLED <br />WHERE OCCURS. WHEN <br />FULL HEIGHT SHEAR PANEL <br />- <br />R <br /> SHEAR TRANSFER <br />T0 TOP CHORD. IF GIRDER <br />APPLY SHEAR PANEL <br />TRANSFER THIS LOAD, <br />TRUSS IS NOT DESIGNED TO <br />TYPE 2. <br />BLOCK. <br />13/SN2 FOR NON- BEVELED <br />MANUFACTURED TRUSS W/ <br />OVERFILL RAFTERS. <br />SHEAR/ GIRDER TRUSS PER <br />2X BLK'G. W/ 16d's SINKER <br />NAILS AT 6" O.C. SEE DETAIL <br />AND TO TRANSFER 250 PLF <br />APPROVED HANGER. <br />LINE OF BLK'G. INSTALLED <br />BY TRUSS MANUFACTURER <br />6. <br />7. <br />3. <br />4. <br />2. <br />5. <br />MANUFACTURER. <br />ROOF SHEATHING. <br />1.EDGE NAILING.1 2 3 <br />2 <br />14 <br />1 <br />4 <br />5 6 <br />7 <br />652 <br />R <br />& TO TRANSFER 250 PLF TO <br /> SHEAR TRANSFER <br />TOP CHORD OF GIRDER. <br />2X CONT. NAILER OR TOP <br />CHORD OF TRUSS W/ 16d's <br />IF GIRDER TRUSS IS NOT <br />DESIGNED TO TRANSFER <br />LOAD, APPLY PLWD. TYPE 2. <br />@ 6" O.C. <br />9. <br />H2.5 @ 48" O.C. TYPICAL <br />2X BEVELED BLK'G. W/ 16d's <br />@ 6" O.C. IF NOT BEVELED, <br />SEE DETAIL 13-SN2 <br />TYP. TRUSSES PER TRUSS <br />MANUFACTURER <br />SHEAR/ GIRDER TRUSS <br />DESIGNED BY TRUSS <br />TRUSS/ JACK TRUSSES <br />W/APPROVED HANGER BY <br />TRUSS MANUFACTURER <br />LINE OF BLK'G. INSTALLED <br />BY TRUSS MANUFACTURER <br />6. <br />8. <br />7. <br />5. <br />4. <br />3. <br />ROOF SHEATHING <br />EDGE NAILING2. <br />1. <br />2 <br />7 <br />31 <br />8 <br />4 <br />5 6 <br />281 <br />3 9 10 <br />11 4 OR 9 <br />10.ALT. LOCATION OF PLYWOOD <br />TYPE 2. <br />11.2X FLAT BLK'G. <br />ALT. CONDITION <br />ENGINEER <br />R <br /> SHEAR TRANSFER <br />CALIFORNIA FRAMING.8. <br />EDGE NAILING.3. <br />ROOF TRUSS. <br />ROOF SHEATHING. <br />2. <br />1.5 31 8 <br />3 <br />3 76 <br />2X BEVELED BLK'G. IF4. <br />BLK'G. IS NOT BEVELED, <br />GIRDER TRUSS/SHEAR TRUSS5. <br />SHEAR PANEL PER PLAN. <br />6. <br />7. <br />16d's @ 4" O.C. STAGGERED. <br />2 <br />SEE 13/SN2. <br />4 <br />9 <br />10 <br />WHERE OCCURS. <br />USE SAME SHEAR TYPE AS9. <br />BELOW. <br />8531 <br />73 24 <br />10.2X BLK'G. W/ A35 @ 8" 0.C. <br />6 <br />3 <br />OMIT A35's IF PLYWOOD IS <br />CONTINUOUS TO UPPER BLK'G. <br />11. <br />11 <br />11 4 <br />ALT. CONDITIONALT. CONDITION <br />A35, SPACING PER SHEAR WALL <br />SCHEDULE (AT NON-SHEAR <br />WALL, @ 48" O.C. MAX.). <br />R <br /> DRAG DETAIL <br />A CS16 1700# 3'-6" <br />B (2)CS16 3400# 3'-6" <br />END LENGTHSTRAPCAPACITY** <br />OF 8d SINKER NAILS @ <br />4 <br />1 <br />7 1 <br />5 <br />2 <br />62 <br />3 <br />END LENGTH.7. <br />7 <br />CS16 & NAIL W/16d's @ 4" O.C. <br />MEMBER TO RECEIVE 2ND. <br />ADD 2"X4"X48" LONG * <br />STAGGERED TO ROOF <br />TOP CHORD OF TRUSS. <br />TYPICAL ROOF RAFTER OR <br />WHERE APPLICABLE. <br />ALL BAYS OF BLOCKING. <br />HIP BEAM OR TOP CHORD <br />SEE PLAN FOR NO. OF BAYS <br />2X FLAT BLK'G. W/ E.N. <br />ALONG LINE OF DRAG. <br />DBL. TOP PLATE OR BEAM. <br />ROOF SHEATHING W/ E.N. <br />(MIN. 4 BAYS). <br />6. <br />5. <br />4. <br />2 <br />OF HIP TRUSS. <br />2. <br />3. <br />7 <br />SIMPSON CS16 W/ (2) ROWS1. <br />* <br />NAILING PATTERN. <br />REFER TO 17/SN2 FOR CS16* <br />RAFTER/TRUSS TOP CHORD. <br />BASED ON SPF/HF. <br />NAIL LATERAL VALUES** <br />4 1/8" O.C. CUT TO FIT OVER <br />R <br />1 3 <br />2 <br />MST48 <br />ST6236 <br />CS16x36" <br />STRAP NAIL SIZE & <br />1. <br />2. <br />DRAG STRUT W/ E.N. PER <br />PLANS. IF NOT CONTINUOUS <br />SPLICE PER TABLE BELOW. <br />PLYWOOD SHEATHING W/ E.N. <br />SEE TABLE BELOW.3. <br />STRAP SHOULD BE CENTERED <br />@ SPLICE POINT. <br /> DRAG DETAIL <br />A <br />B <br />C <br />ALT. CONDITION <br />TIMBER STRAND, LSL OR 4X <br />ALT. LOCATION.4. <br />4X DRAG STRUT. ALT 2x5. <br />2X FULL HT. HEAD OUT 6. <br />4 <br />5 6 <br />LENGTH <br />8'-0" U.N.O. <br />14'-0" <br />DRAG STRUT. <br />CONTINUOUS <br />ALONG DRAG LINE. <br />FLAT @ CS16. <br />IF REQUIRED. <br />MST60 (66) 16d SINKERD CONTINUOUS <br />QUANTITIES <br />(50) 16d SINKER <br />(40) 16d SINKER <br />(32) 8d BOX/SINKER <br />CAPACITY <br />1700# <br />3230# <br />4460# <br />5653# <br />R <br /> OPENING @ SHEAR WALL <br />NAIL BOTH PLWD. PANELS <br />ON SAME MEMBER. <br />BOTH SIDES OF DBL. SIDED <br />WINDOW SILL FOR STRAP ON <br />INSTALL HOLDOWN ON RETURN <br />SHEAR PANELS. <br />APPLICABLE. <br />USE FULL WIDTH BLK'G. & <br />WALL @ CORNERS WHEN <br />NOTES: <br />FULL LENGTH OF SHEAR PANEL). <br />WINDOW SILL WHERE OCCURS. <br />CONT. STUD/S OR POST W/ B.N. <br />SHEAR PANEL TYPE PER PLAN <br />ALL AROUND OPENING. PROVIDE <br />BLK'G ABOVE & BELOW OPENING <br />TYP. EACH CORNER OF OPENING. <br />SILL & ACROSS SHEAR PANEL <br />EXTEND ONTO HDR. OR WINDOW <br />2X BLK'G W/8d @ 2 1/16" O.C. <br />CS16 OVER SHEAR PANEL OVER <br />3.2X STUD PER PLAN. <br />NAILING/SCREWS/BOLT <br />SHEAR WALL. <br />B.N. AT BLK'G & EDGES OF <br />HEADER PER PLAN. <br />& W/HOLDOWN PER PLAN AT <br />8. <br />7. <br />6. <br />5. <br />4. <br />DOUBLE 2X TOP PLATE. <br />(ALT. INSTALL OVER 2X MIN. <br />2. <br />1. <br />16 <br />835 <br />2 6 1 <br />7 <br />4 <br />5 <br />6 18" <br />5 <br />5 <br />3 <br />4 <br />2 <br />1 <br />1 <br />5 4 <br />5 <br />OUTSIDE EDGES OF SHEAR PANEL <br />& EDGES OF DOORWAYS. <br />5 <br />7 1 <br />NAILING PATTERN. <br />REFER TO 17/SN2 FOR CS16 <br />PER PLAN. <br />- <br />- <br />- <br />- <br />STAGGERED FACE NAILS PER9. <br />NOTE 5 OF DETAIL 2/SN3. <br />PANEL EDGE.10. <br />9 <br />9 <br />10 <br />1/8" <br />10 <br />R <br />USE (2)CS16 W/ (2)-2x or 4x BLKG11. <br />AT KEY NOTE 15A <br />11 <br />11 <br /> CONNECTION DETAILS <br />"B" <br />PLAN VIEW <br />"D" <br />"A""C" <br />16d's @ 3" O.C. STAGGERED <br />USE 1/4"Øx4" SDS @ 4" O.C. <br />ALT. LOCATION OF SHEAR <br />SHEAR WALL B.N. <br />PANEL. <br />2X4 STUD (U.N.O.).4. <br />5. <br />6. <br />4X6 POST MIN. AS SHOWN. <br />SEE PLAN FOR SHEAR PANEL. <br />2. <br />3. <br />1. <br />2 3 <br />1 <br />4 <br />5 6 1 <br />FOR SHEAR PANEL TYPE 5 , <br />6 <br />R <br />21 <br />2 <br />7 <br />451 <br /> SHEAR TRANSFER DETAIL <br />- <br />11. <br />13. <br />8. <br />6. <br />12. <br />10. <br />9. <br />7. <br />5. <br />STRUCT. GABLE END SHEAR <br />2X BACKING W/ 8d COM @6"O.C. <br />SHEAR PANEL WHERE OCCURS. <br />LS50 SPACING PER <br />TO CONNECT TO EACH TRUSS. <br />@ 8'-0" O.C. USE (2) 16d'S <br />ACROSS MIN. (4) ROOF TRUSSES <br />2X4 FLAT STRONG BACK <br />2X FASCIA BOARD WHERE OCCURS. <br />(3)16d's EA. END OF TRUSS TO BLK'G. <br />3. <br />BRACING MEMBER FOR TRUSS <br />ROOF SHEATHING W/ LINE OF <br />BOUNDARY NAILING. <br />45 ± 5 <br />2X4 TO BE 6'-0". USE LATERAL <br />BRACING FOR LENGTH > 6'-0". <br />14. <br />12 <br />15. <br />SHIM AS REQUIRED. <br />3 <br />TRUSS TO TRANSFER 240 PLF <br />FROM TOP TO BOTT. CHORD (U.N.O.). <br />* AS ALTERNATE TO H2.5A, USE H3, A34 OR A35. <br /> <br /> <br />BRACE <br />SPACING <br />BRACE <br />LENGTH <br />CONN. <br />A B <br />CONN. <br />6'-0" O.C. <br />6'-0" O.C. <br />L=5'-8" <br />L=10'-4" <br />(6) 16d's H2.5A2x4 <br />EA. BRACE <br />(6) 16d's <br />EA. BRACE <br />H2.5A(2) 2x4 <br />SIZE <br />BRACE <br />L <br />A <br />B <br />MAX UNSUPPORTED LENGTH OF <br />* <br />NOTES: <br />LOCATION OF INTERSECTING WALLS AND <br />DIAGONAL BRACE CAN BE OMITTED @ <br />(1)A35 E/S OF EACH BRACE. <br />2X4 x24" LONG CENTERED @ <br />BRACE W/ (5)16d's TO TRUSS <br />1514 <br />SW SCHEDULE (AT NON-SHEAR <br />ALT. <br />16. 8d COM TOE NAILS @6" O.C. <br />10 <br />FACE NAILS TO TOP PLATES. <br />WALL, SPACING @ 48" O.C. MAX). <br />OMIT IF PLYWOOD IS NAILED TO <br />18 <br />9 <br />1 19 <br />d's @ 8" O.C. TO TOP PLATE. <br />RAFTER NEXT TO WALL W/16 <br />ALTERNATE COND. W/ ROOF20. <br />4" O.C. TO PLATE BELOW. <br />2X FLAT BLOCKS W/ 16d's @19. <br />6"4" <br />FOR FLAT CONC. TILE ROOFING, ALLOW <br />ROOF RAFTERS TO FLOAT AND NAIL TO <br />TOP PLATE AFTER ROOF IS LOADED TO <br />AVOID UNEVEN RAFTER DEFLECTION. <br />SHIM AS REQUIRED.18. <br />17.FULL HT. BALLOON FRAME STUDS <br />@ 16" O.C. MAX. U.N.O. TO <br />BOTT. OF OUTRIGGER/GABLE <br />END TRUSS/SCISSOR TRUSS. <br />SIZE PER SCHEDULE U.N.O. <br />- <br />17 <br />MA <br />X <br />. <br />MI <br />N <br />. <br />20 <br />6 <br />13 <br />8 <br />9 <br />ALT. <br />2X8LESS THAN 24' <br />2X6LESS THAN 20' <br />2X4LESS THAN 14' <br />SIZEHEIGHT <br />UNSUPPORTED <br />WHEN FULL HT. STUDS USED TO BOTT. OF <br />OUTRIGGER. <br />BOTTOM CHORD OF TRUSS. <br />1 <br />16 <br />NOTCH TRUSS TOP CHORD OR <br />2X FLAT OUTRIGGERS @4'-0"O.C., <br />FOR EAVES UP TO 24" DO NOT <br />4. <br />DEEPER THAN 4'-0" PER TABLE <br />BELOW. <br />E.N. @ BLOCKING. <br />1. <br />2. <br />RAFTER WHERE OCCURS TO RUN <br />FOR EAVES UP TO 12" & 2'-0"O.C. <br />OVER CUT. NAIL W/ (2) 16d's @ <br />EACH END. <br />ALT. <br />(2) 16d SINKER TOE NAILS BRACE21. <br />TO TRUSS BOTTM CHORD. <br />11 <br />R <br />A B <br />B <br />4 <br />3 <br />1 <br />6 <br />A <br />1 <br />5 <br />4 <br />23 <br />CALIF. FRM'G (PLAN VIEW) <br />CONNECTION DETAIL <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 />CALIF. FRAM'G. @ RIDGE <br />B.N. <br />MI <br />N <br /> <br />1 <br />2 <br />" <br />1.R/R OR TRUSS PER PLAN. <br />ROOF SHEATHING. <br />MIN. 1X CONT. BOARD W/ <br />(3)16d's TO EACH ROOF <br />FRAMING ELEMENT. <br />2X R/R @ CA. FRAMING. <br />USE 2X4 @ 24" O.C. FOR MAX. <br />SPAN OF 6'-0" & 2X6 @ 24" <br />O.C. FOR MAX. SPAN OF 10'-0". <br />2X6 PURLIN & 2X4 KICKER @ <br />8'-0" O.C. MAX. TO LIMIT <br />R/R SPAN @ CALIF. FRAMING. <br />(1) BAY WIDTH X 30" ACCESS <br />& VENTILATION OPENING PER <br />ARCHITECTURAL. PROVIDE 2X <br />BLKG. & BOUNDARY NAILING <br />OF ROOF SHEATHING AROUND <br />OPENING. <br />2. <br />3. <br />4. <br />5. <br />6. <br /> CALIF. FRM'G SHEAR DETAIL <br />& TOE NAIL W/ (3) 8d's. <br />PREFABRICATED VALLEY <br />TRUSS PER MANUFACTURER. <br />7. <br />SIMPSON *VTCR CLIPS @ EA. <br />END OF VALLEY TRUSS WITH <br />8. <br />(5) 10dX1 1/2 NAILS TO VALLEY <br />TRUSS & (4) 10dX1 1/2 NAILS <br />TO ROOF FRAMING BELOW. <br />*ICC ESR#2605 <br />SECTION C-C <br />ALT. CONVENTIONAL <br />CALIF. FRAMING <br />7 <br />1 <br />2 <br />8 <br />CC <br />R