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FRAMING DETAIL <br />4X TRIMMER U.N.O. <br />2X KING STUD W/ 16d's @ 16" <br />O.C. TO TRIMMER. <br />SIMPSON HOLDOWN. <br />E.N. OF SHEAR WALL ON <br />SHEAR PANEL, SEE PLAN. <br />MIN. (3) 16d's TO END OF <br />7. <br />8. <br />9. <br />6. <br />HEADER. <br /> <br />2. <br />3. <br />4. <br />5. <br />DBL. TOP PLATE. <br />CRIPPLE WALL WHERE <br />HEADER, SEE PLAN.1. <br />1 5 <br />8 <br />4 <br />7 <br />6 <br />3 2 9 <br />OCCURS. <br />TRIMMER & KING STUD. <br />R <br />10 <br />WHEN HDU HOLDOWNS 10. <br />CONNECTED TO THE KING STUD, <br />REPLACED SDS SCREWS W/ <br />LONGER LENGTH TO GET 2 1/2" <br />PENETRATIONS TO 4X TRIMMER <br />ALT. CONDITION <br />RIM OPENING @ MULTI DUCT <br /> <br />FLOOR SHTG <br />11 <br /> <br />1 <br />/ <br />8 <br />" <br />1 1/4" RIM JST <br />1 <br />3 <br />/ <br />4 <br />" <br />3 <br />5 <br />/ <br />8 <br />" <br />LS50 PER <br />2x STUDS @ <br />16" O/C <br />PENETRATION <br />DBL TOP FL <br />2x STUDS @ <br />16" O/C <br />NOTE: <br />- PROVIDE F.H. SOLID BLOCKING UNDER BEAMS OR POST ABOVE. <br />- NEED TO BE REVIEWED BY STRUCTURAL ENGINEER IF THE RIM JOIST <br />SUPPORTS MORE THAN ONE FLOOR AND ROOF. <br />PLANS <br />Ø = 7 3/8" MAX <br />6 <br />1 <br />/ <br />2 <br />" <br />13"x6 1/2" <br />DUCT OPENING <br />L = 1'-1" <br />S = 1'-1" <br />MIN. <br />MI <br />N <br />. <br />EQEQ <br />CL <br />DUCT <br /> <br />3' <br />- <br />0 <br />" <br />24"Ø <br />3" <br />LIGHT POST FOOTING DETAIL <br />1.CIRCULAR LIGHT POST FOOTING <br />2.BASE COVER DETAIL PER POLE <br />3.(3)#3 TIES AT FIRST 8". <br />7.4" Ø MAX. STREET LIGHT POST <br />SUBGRADE PREPARATION5. <br />PER SOILS REPORT. <br />6.ANCHOR BOLT PER MANUF <br />POST & CONN. TO BASEPLATE <br />4.#3 TIES @ 12" O.C. MAX. <br />MANUFACTURER SELECTED BY <br />OTHERS <br />PER MANUF. SELECTED BY <br />(f'c= 2500 PSI) W/ (12) #4 VERT. <br />BARS EQUALLY SPACED AROUND <br />FOOTING PERIMETER <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />OTHERS. MAX LIGHT POLE <br />WEIGHT = 150# <br />8.LIGHT FIXTURE BY OTHER <br />MAX WEIGHT = 50# <br />7 <br />12 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />NOTE: <br />CONTRACTOR TO VERIFY FOOTING <br />SIZE WITH LIGHT POLE BASE PLATE <br />- <br />ANCHOR BOLT ARRANGEMENT. <br />ENLARGE FOOTING AS NEEDED TO <br />MEET MIN. VERTICAL REBAR <br />EDGE DISTANCE REQUIREMENT <br />- <br />VERIFY LIGHT POLE AND FIXTURE- <br />WEIGHT WITH MANUF. SPEC. <br />8 <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 />STRUCTURAL <br />DETAILS & NOTES <br />SN2 <br /> BLOCKING AT POSTS/TRIMMERS <br />2" <br />± <br />2" <br />± <br />HEADER PER PLAN <br />STUD OR BEAM BELOW. <br />SOLID BLKG./POST, MULTI- <br />BOTTOM EACH SIDE. <br />4-16d'S, 2 @ TOP & 2 @ <br />FILLERS AS NEEDED. <br />& 2X SQUASH BLK'G. ADD <br />"I" JOIST W/ FULL BR'G. <br />LOAD BEARING 4X4 (MIN.) <br />BEARING. ADD BLKG. AS <br />TIMBER STRAND) W/ FULL <br />SOLID RIM (2X, L.V.L. OR <br />POST/MULTI-STUDS ABOVE. <br />6. <br />5. <br />4. <br />3. <br />NEEDED. <br />1. <br />2. <br />2 <br />1 <br />5 <br />6 <br />3 <br />4 <br />R <br />79 <br />10 8 6 <br />3 <br />2 <br />5 <br />42 <br />3 <br />42 <br />3 <br />2 1 <br />1 <br />1 <br />1.BOTTOM CHORD OF TRUSS <br />(MAX. @ 24" O.C.) <br />2. <br />3. <br />4. <br />2X8 BRACING. <br />5. <br />6. <br />7. <br />8. <br />9. <br />SIMP. STC @ EACH CONNECT. <br />IX OVER 2X PLATE OR (2) <br />2X BLK'G. @ 24" O.C. W/ (2) <br />16d's TO EACH MEMBER. <br />2X MEMBER W/(2) 16d TO BLK'G. <br />(2) 2X TOP PLATE. <br />(2) 16d'S @ 12" O.C. <br />TYP. EDGE NAILING. <br />2X TOP PLATE WHEN TRUSS <br />BOT. CHORD IS CAMBERED <br />10.2X CEILING JOIST OR BOTTOM <br />CHORD OF CAMBERED TRUSS. <br />ALT. CONDITION <br />PERPENDICULAR PARALLEL <br /> FRM'G. TO NON-BEARING WALLS <br />3 <br />4 <br />111 <br />ALT. CONNECTION 2X BLK'G. X 12" LONG @ ±6'-0" <br />O.C. NAILED TO TOP PLATE <br />11. <br />W/ (3) 16d's. <br />R <br /> SHEAR WALL/WALL INTERSECTION <br />PLAN VIEW <br />6. <br />NAILS SPACED @ 2" O.C. SHOULD <br />BE STAGGERED MIN. 1/8". <br />EDGE NAILING <br />NOTE: <br />PLYWOOD SHEAR PANEL PER <br />TOGETHER W/ 16d'S @ 16" O.C. <br />NAIL CORNER & MULTI-STUDS <br />POST AT END OF SHEAR PANEL <br />CORNER STUDS OR POST PER <br />STAGGERED @ SHEAR WALLS <br />PER PLAN. <br />4. <br />5. <br />PLAN. <br />3. <br />PLAN. <br />2. <br />TYPICAL 2X STUDS AT 16" <br />O.C. U.N.O. W/ (2) 16d END <br />NAILS OR (4) 8d TOE NAILS <br />EACH END TO TOP & SILL <br />1. <br />PLATES. <br />1 <br />2 5 <br />4 <br />6 16d SINKER NAIL SPACING7. <br />3 7 <br />WALL TRANSITION <br />& 24" O.C. @ NON-SHEAR <br />WALLS. <br />8.2x STUD @ SHEAR BREAK. <br />1"MIN.1"MIN. <br />8 <br />OVERLAP OVERLAP <br />3 <br />36 <br />5 <br />5 <br />7 <br />7 <br />PER HIGHER SHEAR WALL <br />PANEL EDGE NAILS. <br />9.2x4x6" @ 4'-0" O.C. MIN (3) ALONG <br />9 <br />STUD HEIGHT W/ 3-16d's EACH <br />CONNECTION. <br />R <br /> TYP. FRAMING CROSS SECTION <br />BEARING POINTS. <br />SEE FOUNDATION PLAN FOR <br />SOLID RIM JOIST PER PLAN <br />MUD SILL W/ ANCHOR BOLTS <br />SEE FOUNDATION PLAN NOTES. <br />CODE APPROVED "SHOT PINS", <br />NON-SHEAR WALLS. (MAX. <br />INTERIOR NON-BEARING AND <br />MIN. 2X4 STUDS @ 24" O.C. AT <br />SHEAR WALLS. (MAX. HEIGHT=10') U.N.O. <br />INTERIOR BEARING, AND EXTERIOR <br />MIN. 2X4 STUDS @ 16" O.C. AT <br />SIZE & SPACING. <br />HEIGHT=14'). <br />CONT. RIM JOIST AT ALL <br />PROVIDE SOLID BLOCKING OR <br />& (3) 16d's END NAIL TO EACH TRUSS. <br />TRUSS W/(6) 16d's TO GIRDER TRUSS <br />2X PRESSURE BLK'G. @ EVERY OTHER <br />USED TO CONNECT BLKG. <br />NOTE: A35@ 24" O.C., CAN BE <br />@ SHEAR TRUSS. <br />FOR ALT.) W/ 16d'S @ 6" O.C. <br />2X SHAPED BLKG. (SEE 13/SN-2 <br />ROOF SHEATHING <br />WITH FLOOR E.N. SECURE W/ (2) <br />MIN. 12" LONG @ MAX. 48" O.C. <br />BLK'G. (2X, I-JOIST) <br />16d'S E/S. <br />E.N. <br />SN2 <br />3 <br />SN2 <br />7 <br />TO TRUSS IN LIEU OF NAILING. <br />MAX. 8'-0" <br />(1) A35 @ BRACE <br />TO TRUSS <br />(3) 16d's <br />1X4 CANT. LATERAL BRACE <br />@ 48" O.C. <br />R <br />2X STUDS1. <br /> BEARING & NON-BEARING WALL <br />PERPENDICULAR <br />PARALLEL <br />UNDER A WALL WHICH SPANS <br />JOIST: OR A DBL. JOIST IS <br />SPANS OVER 1/2 THE LENGTH <br />"I"-JOIST BLK'G. MAY BE USED <br />WHEN I-JOIST SYSTEM IS USED. <br />USE FILLER AS REQUIRED <br />ALIGNED UNDER A WALL WHICH <br />UNDER 1/2 THE LENGTH OF THE <br />OF THE JOISTS. <br />2X JOISTS OR "I"-JOIST <br />MIN. 2X6 SOLID BLK'G. W/ (2) 16d NAILS <br />FOR PARALLEL CONDITION, <br />BLK'G. MAY BE OMITTED IF <br />A SINGLE JOIST IS ALIGNED <br />SEE PLANS FOR PARALLEL BRG. WALLS. <br />NOTES: <br />2. <br />4. <br />3. <br />5. <br />SILL PLATE <br />S.P.N. PER PLAN <br />1 2 6 3 <br />1 63 <br />ALTERNATE <br />5 <br />4 <br />1 <br />AT NON-BRG. PERPENDICULAR WALLS, USE 2X4 <br />- <br />- <br />4 <br />-FOR PARTITION LENGTH LESS <br />THAN 8'-0" NO BLK'G. IS REQUIRED. <br />4 <br />EA. SIDE UNDER PERPENDICULAR BRG. WALLS. <br />CONDITION <br />CONDITION CONDITION <br />3 <br />"Z" CLIP. <br />ALT. SIMP. <br />OFFSET JOIST(S) @ PLUMBING- <br />WALL & USE LADDER BLK'G. @ 24" O.C. <br />FLAT BLOCKING TO RECEIVE SILL PLATE NAILING. <br />USE TOTAL OF (3) 16d's TOENAILS EACH END.2X4 @ 24" O.C. W/ (1) LTP4 <br />TO EACH FLOOR MEMBER <br />6. <br />(2X4 FLAT BLOCKING CAN BE IGNORED IF S.P.N. <br />CAN BE INSTALLED TO TOP OF FLOOR JOISTS.)* <br />* <br />R <br />1- NOTCH IN PLATE <br />EXCEED 1 3/4" IN 2x4 TOP <br />2- 1 3/4" MAX. IF BORED HOLE <br />8d's @ EACH SIDE. <br />6- ANCHOR BOLTS PER PLANS <br />5- TOP PLATES/SILL PLATES <br />4- PIPE WHERE OCCURS <br />METAL STRAP, TYPICAL @ <br />3- SIMPSON CS16x14" LONG <br />PLATE W/ITEM #3 BELOW <br />EACH PLATE CUT W/ (6) <br />TOP PLATE, STRAP E/S OF <br />PLATE OR 2 3/4" IN 2x6 <br />USE SIMPSON ST6224, <br />50% OF TOP PLATE WIDTH, <br />NOTE:-IF NOTCH OR HOLE EXCEEDS <br />NOTCH OR END OF PLATE <br />MIN. 9" MAX. AWAY FROM <br />7- LOCATE ANCHOR BOLT 5" <br />-USE SIMPSON NS AS NEEDED <br />STAGGERED @ E/S OF PLATES. <br />3" MAX. <br />DEPTH <br />1/2 DEPTH <br /> PIPING THRU PLATE FRAM'G <br />1 2 <br />4 3 4 <br />5 <br />5 <br />7 3 <br />6 <br />R <br />4 2 <br />4 <br />2 <br />313112" MAX. <br />5" <br />12" MAX. <br />5" <br />1.ROOF SHEATHING <br />3/8" MAX. NAIL EXPOSURE @ <br />GAP. <br />INCREASE NAILING TO RSRS NAILS <br />@ 3" O.C. ON NON-BEVELED <br />MEMBER. <br />2X BLK'G., LEDGER, R/R. OR <br />TRUSS TOP CHORD UNDER <br />ROOF SHEATHING WHEN NOT <br />BEVELED ON TOP AS REQ'D. <br />2. <br />3. <br />4. <br /> SHEAR TRANSFERR <br /> EXTERIOR FIREPLACE CONN. <br />2 <br />1 <br />5 <br />6 <br />3 <br />4 <br />8 <br />3.MIN. 1/2" THICK PLYWOOD <br />SHT'G. NAILED DOWN @ 6" <br />O.C. TO LEDGER/TOP PLATE. <br />AS AN ALT. EXTEND ROOF <br />SHT'G. THROUGH FIREPLACE. <br />1/2" THICK PLYWOOD ON 3 <br />SIDES CENTERED @ JOINT <br />& EXTEND 4'-0" EACH WAY. <br />4. <br />5.2X LEDGER W/ 16d's @ 6" <br />O.C. & LTP4 @ 8" O.C. TO <br />DBL. TOP PLATE. <br />6.FIREPLACE FLUE. <br />7. <br /> <br />CUT HOLE IN PLYWOOD ONLY <br />AS REQUIRED. <br />8.PLYWOOD FLOOR SHT'G. <br />CONT. THRU FIREPLACE. <br />9.FLOOR SYSTEM. <br />7 <br />2. <br />1.1/2" THICK PLYWOOD SHT'G. <br />ROOF SYSTEM. <br />9 <br />10 <br />10.MAX. UNSUPPORTED HEIGHT <br />TO BE 4'-0". VERIFIED W/ ARCH. <br />HEIGHTS GREATER THAN 4'-0", <br />USE ADEQUATE KICKERS TO <br />BRACE WALL TO ROOF. <br />11.PLYWOOD SHIM AS REQ'D. <br />W/ 16d SINKER. FACE NAILS <br />@ 4" O.C. TO DBL. TOP <br />PLATES FOR LTP4 <br />11 <br />DWG. BY CONTRACTOR. FOR <br />R <br /> TYPICAL VENT BLOCK <br />± <br />± <br />TYP. EDGE NAILING. <br />A35 @ 16"O.C. FOR VENT SPACING OF <br />6'-0" (2-A35's PER ADJACENT BLK's.), <br />C.L. <br />AND @ 12" O.C. FOR VENT SPACING OF <br />4'-0" (3-A35's PER ADJACENT BLK's.). <br />4 <br />1. <br />2 <br />2.4. <br />53 <br />1 <br />6 <br />3.SCREEN FOR VENTILATION.6.(3) BAYS OF FLAT BLK'G. CENTERED @ SCREEN. <br />RSRS 03 EDGE NAILS : <br />@ 4" O.C. FOR VENT SPACING OF 6'-0". <br />ALT. TO VENT BLOCK <br />TYP.MAX. <br />SKIP A35's @ VENT BLOCKING. <br />5.ADJOINING FULL HT. BLOCKING PER SHEAR <br />TRANSFER DETAILS. <br />@ 3" O.C. FOR VENT SPACING OF 4'-0". <br />R <br /> STUD NOTCHING/BORING LIMITS <br />d MIN. <br />2-2x6 3 5/16" <br />2-2x4 <br />2x6 <br />2 1/8" <br />2 3/16" <br />3 5/16" <br />2 1/8" <br />3 5/16" <br />OU <br />T <br />E <br />R <br /> <br />1 <br />/ <br />3 <br /> <br />O <br />F <br />BORED HOLES NOT PERMITTED <br />IN MORE THAN TWO CONSECUTIVE <br />EXT. & BRN'G. <br />BORED HOLES <br />WALLS <br />2x4 <br />STUD SIZE <br />1 3/8" <br />DOUBLE STUDS <br />2 1/8" <br />NON-BRN'G. <br />WALLS <br />d <br />2 3/16" <br />1 7/16" <br />HOLE EDGE DISTANCE 5/8" MIN.4. <br />NOTCH DEPTH & BORED HOLE <br />SEE TABLE BELOW. <br />SILL PLATE3. <br />2.STUD <br />1. <br />NOTE: <br /> S <br />P <br />A <br />N <br /> <br />O <br />N <br />L <br />Y <br />1 <br />2 <br />3 <br />4 <br />4 <br />1 <br />2x6 <br />STUD SIZE <br />WALLS <br />2x4 <br />EXT. & BRN'G. <br />WALLS <br />NON-BRN'G. <br />NOTCH DEPTH <br />7/8" <br />1 3/8" <br />R <br /> INTERIOR CHIMNEY TIE DOWN <br />7. <br />SIMPSON LTP4 EA. SIDE TO <br />AT STRAPS. <br />SLOT CUT ROOF SHEATHING <br />- FULLY NAIL CS16's W/10d's SINKER NAILS. <br />NOTE: <br />BOTTOM CHORD OF TRUSS. <br />8. <br />CHORDS TO RECEIVE STRAPS <br />OF CHIMNEY BETWEEN TRUSS <br />BLOCKS UNDER CORNERS <br />PROVIDE SOLID VERTICAL <br />A35 CLIP @ BOTTOM TRUSS. <br />& CONTINUOUS JUST ABOVE <br />MIN. LAP ON CORNER STUDS <br />SIMPSON CS16 STRAP W/ 16" <br />6. <br />5. <br />4. <br />3. <br />CHIMNEY STACK ON ROOF. <br />2. <br />1. <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />BLK'G @ WEB IF NECESSARY). <br />FILLER BLOCK BELOW @ <br />LAP ON CORNER STUD AND <br />CS16 EA. CORNER W/ MIN. 16" <br />W/ E.N. TO RECEIVE STRAPS. <br />ADD VERT. 2x FILLER BLOCK <br />BLK'S TO TRUSS. (PROVIDE <br />(2) A35's EA. SIDE OF PANEL <br />ALL AROUND. <br />1/2" SHT'G & 10d's @ 4" O.C. <br />ADD SHEAR PANEL BLK'S W/ <br />135 <br />3 <br />2 <br />1 <br />5 6 <br />78 9 9 <br />44 <br />@ CONDITION W/ ROOF TRUSSES <br />DIRECTLY UNDER STACK. <br />CONDITION WHERE TRUSSES <br />ARE OFFSET FROM STACK <br />CORNERS. <br />9. <br />R <br />NOTES: <br /> NOTCH & HOLES IN CONV. JST. <br />7 <br />5 <br />NOTCH & HOLES IN I-JOIST <br />1 <br />2 <br />3 <br />3 <br />TYP. <br />1/8"MIN. <br />b <br />- REFER TO MANUFACTURERS <br /> GUIDE-LINES IN I-JOIST <br /> CATALOG FOR MORE INFO. <br />-DO NOT CUT HOLES LARGER <br />-FOR SOLID SAWN JOISTS, NOTCHED <br />-MAINTAIN MIN. 6" SPACING <br /> TO BE @ OUTER 1/3 SPAN ONLY. <br /> BETWEEN NOTCHES/BORED HOLES. <br /> TYPE, SEE MANUFACTURER SPEC. <br /> ANYWHERE IN THE WEB. EXCEPT <br />- A 1 1/2" HOLE CAN BE CUT <br /> THAN 1 1/2" IN CANTILEVER <br />- FOR OTHER HOLE SIZES & JOIST <br />1/4 OF JOIST DEPTH MAX. <br />1/6 OF JOIST DEPTH MAX. <br />AT SUPPORT END. <br />PIPE OR CONDUIT. <br />2" CLEAR TO EDGE OF JOIST. <br />1/3 OF JOIST DEPTH MAX.1. <br />4. <br />3. <br />2. <br />JOIST DEPTH. <br />6. <br />5. <br />1 <br />2 <br />4 <br />7 <br />5 <br />5'-0" <br />HOLE SIZE <br />4" <br />2'-6" <br />4'-0" <br />5'-6" <br />1'-6" <br />2'-6" <br />3'-0"5'-6" <br />TJI SIZE <br />11 7/8" 210 1'-0" <br />a <br />14" 230 <br />14" 360 <br />1'-0" <br />1'-0" <br />11 7/8" 230 <br />1'-0" <br />1'-0" <br />1'-0" <br />UP TO 3" <br />b <br />6 1/2"8 7/8" <br />1'-0"1'-0" <br />1'-0" <br />1'-0" <br />1'-0" <br />1'-0" <br />1'-0" <br />1'-0" <br />2'-0" <br />2'-0"5'-6" <br />6'-0" <br />3'-6" <br />5'-6" <br />6'-6" <br />7'-0" <br />7'-0" <br />8'-0" <br />NOTES: <br />a <br /> PORTION OF THE JOIST. <br />- NO FIELD CUT WITHIN 6" AWAY <br /> FROM FACE OF SUPPORT. <br /> WITHIN 6" AWAY FROM SUPPORT. <br />MIN. DIST. FROM EDGE OF HOLE TO EDGE OF SUPPORT <br />a b a b <br />* <br />* <br />* <br />* TYPICAL MIN. DISTANCE <br />BTWN. HOLES TO BE 2X <br />THE LARGER HOLE. <br />a b <br />11" <br />N.A. <br />6'-6" <br />8'-0" <br />9'-0" <br />9'-6" <br />a b <br />N.A. <br />N.A. <br />N.A. <br />1/3 OF JOIST SPAN MAX. 7. <br />MAX <br />6 <br />R <br />1 <br /> CS16 DRAG STRAP NAILING PATTERN <br />1/ <br />2 <br />" <br />1 <br />1 <br />/ <br />4 <br />" <br />NAILS <br />2 1/16" <br />R <br /> VENEER <br />SECTION THR. WALL <br />10d GALVANIZED RING-SHANK NAIL <br />SHEATHING WHERE OCCURS. <br />& MAX. 24" O.C. HORIZONTAL. <br />VENEER ANCHOR @12"O.C. VERT. <br />GALVANIZED CORRUGATED STEEL <br />22 GAUGE X7/8" WIDE <br />PER ARCHITECT. <br />4" MAX. BRICK VENEER. SEE <br />WOOD FRAMED WALL. <br />MORTAR BED. <br />8. <br />7. <br />6. <br />5. <br />FLASHING. <br />4. <br />3. <br />2. <br />1. <br />2 <br />5 <br />6 <br />1 <br />3 <br />9 <br />2 <br />8 <br />6 <br />7 <br />IN SEISMIC DESIGN CATEGORIES9. <br />C,D,E, & F, ADD #9 B.W. GAGE <br />10 <br />CONNECTION <br />2 <br />ARCH. DWG & MANUFACTURER <br />FOR MORE INFORMATION. <br />10.BEAM OR HEADER PER PLAN. <br />11.1/2"Φ X 4" LONG LAG SCREWS <br />@ 12" O.C. STAGGERED. <br />12. <br />3 <br />11 <br />12 <br />@ OPENING <br />(NOTE: STL. ANGLE ARE LLV) <br />4 <br />NOTE: <br />BEAR MIN. 4" ON SIDE OF <br />VENEER. <br />2 <br />3 <br />/ <br />4 <br />" <br />STEEL ANCHOR SHALL HAVE A LIP <br />OR HOOK ON THE EXTENDED <br /> LEG THAT WILL ENGAGE THE <br />CONT. 9 GAGE HORIZ. WIRE. <br />ANGLE NEEDS TO EXTEND & <br />AS AN ALTERNATE, USE ANCHORS <br />@ 18" VERT. & 16" HORIZ. <br />WIRE JOINT REINF. @ 12" O.C. HORIZ. <br />- <br />13.MIN. 5/8" MORTAR COVER. <br />14.MIN. HALF VENEER THICKNESS <br />(1 1/2" MIN.). <br />13 <br />14 <br />1" <br />MAX. <br />1/ <br />2 <br />" <br />MA <br />X <br />. <br />1" <br />MAX. <br /> AT BEND IN ANCHOR. <br />MI <br />N <br />. <br />1 <br />1 <br />/ <br />4 <br />" <br />BY STEEL ANGLE IS 3'-6". <br />MAX. VENEER HEIGHT SUPPORTED- <br />ANGLE SIZE <br />L4x3 1/2x5/16" <br />L6x3 1/2x1/2" <br />L7x4x5/8" <br />SPAN (MAX.) <br />8'-0" <br />13'-0" <br />16'-0" <br />R <br />ALT. CONDITION <br /> SHEATHING LAYOUT <br />PROVIDE B.N. @ ALL EDGES. <br />24". PROVIDE ADEQUATE FRAMING <br />MEMBERS TO LIMIT SPAN. <br />SHEATHING. <br />-SEE GENERAL NOTES FOR PLYWOOD <br />TYPE, THICKNESS, SPACING, & NAIL SIZE. <br />-PROVIDE MIN. 3/8" EDGE DISTANCE @ <br />FRAMING MEMBER & 5/16" TO EDGE OF <br />PLYWOOD DIAPHRAGM. <br />-ALL DIAPHRAGM BOUNDARIES SHOULD <br />BE FULLY SUPPORTED BY FRAMING <br />MEMBERS W/ BOUNDARY NAILING <br />-T&G EDGE TO BE LOCATED OVER <br />CONTINUOUS PANEL JOINT. <br />-MAX. UNSUPPORTED SHEATHING TO BE <br />DIAPHRAGM <br />OPENING IN <br />TYP. APPROVED HANGERS USE <br />(3) 16d TOE NAILS IF LENGTH <br />NOTES: <br />-STAGGERED JOINTS AS SHOWN <br />-NAILS SHALL BE DRIVEN TIGHT BUT <br />SHALL NOT FRACTURE SURFACE OF <br />TAIL JOIST/TRUSS PER PLAN. <br />TYP. 2-BAYS OF BLKG. USE <br />CS16 OVER BLK'G AND <br />OF TAIL JOIST < 6'-0". <br />16. <br />17. <br />18. <br />8.DISCONTINUOUS PANEL EDGE, <br />EDGE NAILING PER PLAN. <br />CONT. PANEL EDGE W/ BLKG. <br />(IF BLOCKED DIAPHRAGM), <br />EDGE NAILING PER PLAN. <br />24" MIN. UNLESS FULLY <br />FIELD NAILING PER PLAN. <br />FRAMING MEMBERS. <br />DIRECTION OF FACE GRAIN <br />PERPENDICULAR TO SUPPORT. <br />BLOCK OUT EDGES OF THE <br />OPENING W/ DBL. STRUCT'L. <br />MEMBERS/BEAM (U.N.O.) AND <br />12. <br />13. <br />14. <br />15. <br />1/8" GAP U.N.O. <br />9. <br />10. <br />11. <br />BLOCKED @ ALL EDGES. <br />ROOF OR FLOOR SHEATHING. <br />2X4 W/ NAILS TO BE <br />ROOF OR FLOOR FRAMING <br />2X4 BLK'G 6'-0" LONG MAX W/ (2) 16d <br />PANEL EDGE WHERE 2X FLAT <br />BLKG. IS NEEDED @ BLOCKED <br />DIAPHRAGM BOUNDARY & <br />COMMON NAILS @ EA. END. <br />MATCHED W/ EDGE NAILING. <br />6. <br />7. <br />DIAPHRAGM. <br />B.N. PER PLAN. <br />3. <br />4. <br />5. <br />2. <br />1. <br />MEMBER. <br />PANEL JOINT. <br />1 <br />3 <br />4 <br />2 <br />6 14 7 8 9 <br />10 <br />11 13 <br />10 <br />18 <br />17 <br />12 <br />16 <br />15 <br />1/8" GAP <br />16" MIN. <br />OFFSET EDGE <br />SUPPORT <br />NAIL @ 2 1/16" O.C. U.N.O. <br />48" MAX.48 <br />" <br />MA <br />X <br />. <br />ON FRAMING PLAN. <br />PROVIDE SINGLE BLOCKING <br />W/ E.N. WHEN OPENING < 24"x24", <br />AND STRAPS PER NOTE 18 <br />DO NOT APPLY. <br />51/8" GAP <br />R <br />WALL & PER PLAN @ <br />CRIPPLE <br />VERT. SPLICES WHERE <br />WHERE OCCURS <br /> TYPICAL FRAMING ELEVATION <br />OR GREATER <br />HD TYPE HOLDOWN <br />WHERE OCCURS <br />DOUBLE SILL IF <br />OPENING=8'-0" <br />STUD WALL <br />GREATER THAN 8'-0" <br />2X FLOATER <br />2X TRIMMER W/ KING <br />STUD ATTACHED W/ 16d's <br />@ 6" O.C. USE DBL. <br />TRIMMER IF OPENING IS <br />MIN. 3X POST AT <br />STAGGERED E.N. IS <br />REQUIRED. <br />2 <br />SN2 <br />11 <br />SN2 <br />2 <br />SN2 <br />SOLE PLATE NAILING <br />PER PLAN <br />P.T.D.F. SILL PLATE <br />INSTALL POST ANCHOR PER <br />SHEAR PANEL U.N.O. <br />AVOID SHEAR WALL E.N. <br />SHEAR WALLS AND @ 16" <br />2X FLOATER. <br />TRIMMER & KING STUD <br />WHEN PLYWD SHT'G. <br />ATTACH TO KING STUD <br />W/ 16d's SPACED TO <br />SHEAR WALL NAILING <br />HEADER PER PLAN, <br />TRIMMER OR POST PER <br />W/ 16d's @ 6" O.C. AT <br />SIMPSON A35'S, LS50's <br />O.C. MAX. U.N.O. PLANS. <br />RIM JOIST PER PLAN. <br />TOP PLATE. <br />PLYWOOD <br />STUD & 3/8" TO EDGE OF <br />TYPICAL BOUNDARY NAILING <br />MIN. 3/8" TO EDGE OF POST <br />E.N. <br />2X FLAT BLKG. @ SHEAR <br />WALL PLYWD. SPLICE W/ <br />@ 16" O.C. @ NON-SHEAR <br />SOLE PLATE NAILING <br />NO MORE THAN ONE HOLE IS <br />ALLOWED IN EA. HORIZONTAL <br />LINE. STAGGER HOLES IF SUCH <br />2X FLOATER <br />ROOF TRUSS <br />CONDITION OCCURS. MAX <br />OF (2) 4 1/2"x4 1/2" CUTS <br />STAGGERED NAILING <br />EDGES @ 3X POST. <br />PER PLAN. <br />OR LTP5's @ 48" <br />SHEAR WALL. <br />IF NOT CONT. USE <br />AT ADJOINING PANEL <br />IS NAILED TO TRIMMER, <br />MATCH SHEAR WALL E.N. <br />PER PLAN. <br />PLAN ATTACH TO K. STUD <br />PLAN ON OUTSIDE FACE OF <br />SIMP. HDC WHEN <br />OPENING @ EITHER SIDE <br />EXCEEDS 5'-0" <br />TYP. LTP4 EACH <br />SIDE <br />SIMPSON ST6236. <br />NOTE: <br />HEADS SHOULD BE <br />FLUSH WITH SHEAR <br />PANEL. <br />O.C. AT NON SHEAR WALLS. <br />HOLES IN SHEATHING <br />WITHIN 16" OF CORNERS. <br />ARE ALLOWED IN A 4'-0" <br />WIDE PANEL. NO CUTS OR <br />FOR OPEN'G LARGER THAN <br />TYP. 1x4 LATERAL BRACING <br />@ 48" O.C. OR AS <br />SPECIFIED BY TRUSS <br />DESIGNER. <br />1x4 X-BRACING W/(3) 16d's <br />TO EA. MEMBER. <br />(3) 16d NAILS. <br />TRUSS WEB <br />MEMBERS <br />3/8" <br />(MIN.)1/8" <br />GAP1/4" <br />(MIN.) <br />FOR 2X STUD <br />NAIL STAGGERED ON <br />OPPOSITE SIDES OF GAP <br />1/2" <br />(TYP.) <br />3/8" <br />(TYP.) <br />3/ <br />8 <br />" <br />(M <br />I <br />N <br />. <br />) <br />1/ <br />2 <br />" <br />SILL PLATE EDGE <br />PLYWOOD EDGE <br />STAGGERED @ 3X ONLY <br />1/2" MIN. <br />UNDER STEEL STRAP. <br />RADIUS ON <br />CORNERS <br />REQUIRED <br />NO OVER CUT <br />4 1/2" <br />MAX. <br />TYP. <br />OPEN'G <br />4 1/2"x4 1/2" SEE DETAIL 8/SN3 <br />STUD <br />@24"O.C. <br />MAX. <br />WALL <br />FOR MISPLACED NAILING, <br />SEE DETAIL 3/SN3 FOR FIX <br />MIN. <br />MIN. <br />MIN.SEE DET. 2/SN3 FOR ALT. <br />R <br />A