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1851 E Deere Ave-Purlins - Plan
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6/15/2025 12:44:27 PM
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6/15/2025 12:44:01 PM
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Plan
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101122960
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1851 E Deere Ave
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1TYP FLR OR ROOF OPENING PLAN <br />2 <br />FLOOR & ROOF SHTG DETAIL 3 <br />-4-8-12-16 <br />-15 <br />-14 <br />-13 -9 <br />-10 <br />-11 -7 <br /> ALLOWABLE NOTCHING & HOLES <br />-5 SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />AT DOUBLE TJI'SAT SAWN LUMBER SECTIONA <br /> - <br />A <br /> - <br />"L" <br />(48" MAX @ FLOORS) <br />(96" MAX @ ROOF) <br />OPENING <br />"X <br />" <br />"X <br />/ <br />2 <br />" <br />NUMBER <br />OF JOISTS <br />CUT <br />TOTAL NUMBER <br />OF ADDITIONAL <br />JOISTS. HALF EA <br />SIDE OF OPNG <br />1 2 <br />2 2 <br />3 4 <br />4 4 <br />SIMPSON STANDARD 'U' JOIST <br />HNGR TYP UNO ('W' HNGR @ <br />TJI) ('U'=ICC-ES ESR-2552), <br />('W'=ICC-ES ESR-2553) <br />DOUBLE HEADER <br />SAME SIZE AS JOIST <br />OR RAFTERS <br />EXTEND EN FOR A <br />DISTANCE "A" BEYOND <br />EDGE OF OPENING TYP <br />EXTEND ADDITIONAL FULL <br />DEPTH BLK'G EA SIDE OF <br />OPENING FOR A DISTANCE OF <br />"L" MIN & PROVIDE SIMPSON <br />'MSTA30' STRAP TYP (ICC-ES <br />ESR-2105) <br />EN TYP <br />ADDITIONAL JOISTS <br />PER SCHED <br />EN TO <br />BLK'G TYP <br />TJI <br />SOLID WOOD FILLx24" <br />LNG CENTERED ON <br />HEADERS W/ (12) 16d <br />@ EA TJI <br />WEB STIFF <br />EN <br />16d @ 9" <br />STAGG <br />EN <br />"A <br />" <br />GIRDERS, BEAMS, & PURLINS <br />'D <br />' <br />'D <br />' <br />/ <br />3 <br />'D <br />' <br />/ <br />3 <br />NO HOLES IN <br />END 1/5 SPAN10Ø MIN <br />SPACING <br />3 X 'D' <br />MAX <br />'D <br />' <br />/ <br />3 <br />MI <br />N <br />'D <br />' <br />'D <br />' <br />AC <br />T <br />U <br />A <br />L <br /> <br />D <br />I <br />M <br />OUTER 13 <br />OF SPAN <br />NOTCHING NOT PERMITTED <br />IN MIDDLE 13 OF SPAN <br />OUTER 13OF SPAN <br />'D <br />' <br />/ <br />6 <br />MA <br />X <br />'D'/3 <br />MAX <br />'D <br />' <br />/ <br />6 <br />" <br />MA <br />X <br /> <br />@ <br />EN <br />D <br />'D <br />' <br />/ <br />3 <br />MA <br />X <br />'D' MIN <br />'D <br />' <br />/ <br />6 <br />MA <br />X <br />NOTE: <br />JOIST MAY NOT BE NOTCHED <br />INSIDE THE MIDDLE 1/3 OF <br />SPAN. AVOID NOTCHING INTO <br />BOTTOM TENSION EDGE. <br />JOISTS & RAFTERS <br />3 X 'D' <br />MAX <br />'D <br />' <br />/ <br />3 <br /> <br />M <br />I <br />N <br />'D <br />' <br />EXTERIOR AND BEARING STUDS <br />NON-BEARING STUDS <br />DOUBLE STUDS <br /> <br />NOTES: <br />1.BORING OF MORE THAN TWO <br />SUCCESSIVE DOUBLE STUDS IS NOT <br />PERMITTED <br />2.NOTCH AND BORING IS NOT TO <br />OCCUR IN THE SAME STUD SECTION <br />POSTS <br />ALLOW VERT BORING <br />THRU TOP PLT CL <br />(NO STRAPS) <br />STUDS HOLE @ CL <br />2x4 118"Ø MAX <br />2x6 2"Ø MAX <br />2x8 3"Ø MAX <br />TOP PLATES <br />CL <br />MAX Ø <br />PER SCHED <br />1'-0" MIN <br />2x <br />Ø MIN <br />112" <br />MIN <br />TYP <br />VENTING THROUGH BLOCKING <br />DRILLED HOLES ('D'/4 MAX) <br />ALLOWED WITHIN MIDDLE <br />1/3 OF DEPTH OF MEMBER <br />SUPPORT <br />MEMBER <br />2" MIN FROM TOP <br />& BOTT OF JOIST <br />EFFECTS OF NOTCHES CAN BE <br />REDUCED BY USING A GRADUAL <br />TAPERED NOTCH INSTEAD OF A <br />SQUARE-CORNERED NOTCH <br />112" BLKG <br />MIN <br />112" MIN <br />Ø & SPACING PER <br />ARCHL WHERE <br />OCCURS <br />WIDTH OF STUD <br />MAX TYP ALL <br />STUDS <br />40% MAX NOTCH 13 8" <br />MAX @ 2x4 STUDS 218" <br />MAX @ 2x6 STUDS <br />60% MAX STUD <br />WIDTH BORE 2"Ø @ <br />2x4 STUDS & 314"Ø @ <br />2x6 STUDS <br />5 8" MIN EDGE <br />TYP ALL STUDS <br />40% MAX STUD WIDTH <br />BORE 13 8"Ø MAX @ 2x4 <br />STUDS & 214"Ø MAX @ <br />2x6 STUDS <br />30% MAX POST <br />WIDTH ON CL <br />OF POST <br />WIDTH OF STUD MAX <br />TYP ALL STUDS <br />25% MAX NOTCH 13 8" <br />MAX @ 2X6 STUDS 7 8" <br />MAX @ 2X4 STUDS <br />40% MAX STUD WIDTH BORE <br />13 8"Ø MAX @ 2x4 STUDS & <br />214"Ø MAX @ 2x6 STUDS <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />CL <br />STUDS BORE HOLES <br />IN TALL BLDGSH <br />OV <br />E <br />R <br />S <br />I <br />Z <br />E <br />D <br /> <br />A <br />B <br />V <br /> <br />P <br />I <br />P <br />E <br />S <br />NE <br />A <br />R <br /> <br />C <br />O <br />N <br />N <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />T <br />O <br />RI <br />G <br />I <br />D <br /> <br />V <br />E <br />R <br />T <br />I <br />C <br />A <br />L <br /> <br />L <br />I <br />N <br />E <br />S <br />FO <br />R <br /> <br />D <br />E <br />F <br />L <br />E <br />C <br />T <br />I <br />O <br />N <br /> <br />P <br />E <br />R <br /> <br />T <br />H <br />E <br />WO <br />O <br />D <br /> <br />S <br />H <br />R <br />I <br />N <br />K <br />A <br />G <br />E <br /> <br />N <br />O <br />T <br />E <br />S <br />5" <br /> <br />M <br />A <br />X <br />CL <br /> <br />16" MIN @ <br />STAGGERED JOINTS <br />LEGEND <br />EN = EDGE NAILING <br />BN = BOUNDARY NAILING <br />FN = FIELD NAILING <br />(BN) @ <br />PERIMETER OF <br />DIAPHRAGM <br />18" GAP @ ALL <br />ADJOINING <br />PANELS TYP <br />BLKG & BN @ ALL <br />UNSUPPORTED <br />EDGES WHERE <br />BLOCKED DIAPH <br />ARE SPECIFIED <br />UNO, EN MAY BE <br />USED ONLY IF <br />PANEL JOINTS <br />ARE STAGGERED <br />PROVIDE (2) ROWS <br />OF BN @ ALL <br />'STRUTS', INTERIOR <br />SHEAR WALLS, AND <br />INTERIOR LATERAL <br />FRAMES FULL <br />LENGTH OF <br />DIAPHRAGM TYP <br />'STRUT' WHERE <br />INDICATED ON <br />PLANS <br />LEDGER PER <br />PLAN <br />(EN) @ ALL <br />STAGGERED <br />JOINTS <br />MIN PLYWD <br />AREA IS 8 <br />SQ FT <br />(FN) @ <br />INTERIOR <br />SUPPORTS <br />JOISTS <br />PER PLAN <br /> <br />MIN DIMENSION OF FULL SIZE <br />PANEL SHALL BE 4'x8' <br />MIN UNDERSIZED PANEL DIMENSION SHALL BE 24" <br />UNLESS IT IS A FULLY BLOCKED DIAPHRAGM & ALL <br />PANEL EDGES OF UNDERSIZED PANELS ARE <br />SUPPORTED & FASTENED TO FRAMING MEMBERS <br />OR BLOCKING. <br />TY <br />P <br />I <br />C <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />S0.10 <br />12/23/2024 <br />... <br />18 <br />5 <br />1 <br /> <br />E <br />. <br /> <br />D <br />E <br />E <br />R <br />E <br /> <br />A <br />V <br />E <br />. <br />ME <br />D <br />T <br />R <br />O <br />N <br />I <br />C <br /> <br />RE <br />- <br />R <br />O <br />O <br />F <br />I <br />N <br />G <br /> <br />& <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br /> <br />S <br />T <br />R <br />E <br />N <br />G <br />T <br />H <br />E <br />N <br />I <br />N <br />G <br /> <br />F <br />O <br />R <br />: <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 />5 <br />JOB NO: <br />PLOT DATE: <br />DRAWN: <br />ENGINEER: <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br /> <br />: <br />24392 <br />raulg@rgseinc.com <br />sokheanc@rgseinc.com <br />NO.DATEREVISION <br />REVISIONS <br />TH <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />R <br />G <br />S <br />E <br /> <br />I <br />N <br />C <br />. <br />, <br /> <br />A <br />L <br />L <br /> <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />R <br />E <br />S <br />E <br />R <br />V <br />E <br />D <br />, <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 />U <br />S <br />E <br />D <br /> <br />O <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br /> <br />O <br />R <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />E <br />X <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br /> <br />R <br />G <br />S <br />E <br /> <br />I <br />N <br />C <br />. <br /> <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />T <br />A <br />K <br />E <br /> <br />P <br />R <br />E <br />C <br />E <br />D <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />, <br /> <br />A <br />N <br />Y <br /> <br />D <br />I <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />B <br />R <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />R <br />G <br />S <br />E <br /> <br />I <br />N <br />C <br />. <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />. <br />R <br />G <br /> <br />S <br /> <br />E <br /> in <br />c <br />. <br />St <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />27 <br />2 <br />0 <br /> <br />C <br />o <br />c <br />h <br />r <br />a <br />n <br /> <br />S <br />t <br />. <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />8 <br />B <br />Si <br />m <br />i <br /> <br />V <br />a <br />l <br />l <br />e <br />y <br />, <br /> <br />C <br />A <br /> <br />9 <br />3 <br />0 <br />6 <br />5 <br />P: <br /> <br />8 <br />0 <br />5 <br />. <br />5 <br />2 <br />2 <br />. <br />3 <br />3 <br />7 <br />9 <br />ww <br />w <br />. <br />r <br />g <br />s <br />e <br />i <br />n <br />c <br />. <br />c <br />o <br />m <br />in <br />f <br />o <br />@ <br />r <br />g <br />s <br />e <br />i <br />n <br />c <br />. <br />c <br />o <br />m <br />1" ACTUAL <br />No.6432J <br />EFFREY SCOTT LUBBERTS <br />STRUC T URALSTATEOFCALIFORNIA <br />REGISTERED PROFESSIONALENGINEER <br />1851 E Deere <br />Ave-Purlins4/8/2025
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