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1316 N Sycamore St, Unit 100 & 101 - Plan
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1316 N Sycamore St, Unit 100 & 101 - Plan
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6/1/2025 11:56:55 AM
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6/1/2025 11:56:38 AM
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101115529
101115530
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1316 N Sycamore St Unit# 100
1316 N Sycamore St Unit# 101
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9/15/2023 <br />10 <br />Mu <br />l <br />t <br />i <br />- <br />F <br />a <br />m <br />i <br />l <br />y <br /> <br />D <br />w <br />e <br />l <br />l <br />i <br />n <br />g <br />AD <br />U <br /> <br />A <br />d <br />d <br />i <br />t <br />i <br />o <br />n <br />s <br />13 <br />1 <br />6 <br /> <br />N <br />. <br /> <br />S <br />y <br />c <br />a <br />m <br />o <br />r <br />e <br /> <br />S <br />t <br />. <br /> <br />U <br />n <br />i <br />t <br />s <br /> <br /># <br />1 <br />0 <br />0 <br /> <br />& <br /> <br /># <br />1 <br />0 <br />1 <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 />1 <br />Sheet:of7 <br />Date: <br />SD-1 <br />Construction <br />Details <br />2 - 16d TOENAILS <br />ON EACH SIDE <br />ROOF SHEATHING <br />2x ROOF <br />RAFTER <br />2x RIDGE <br />20 GA. x 1-1/4" <br />STRAP @ 48" O.C. <br />NTS <br />15 <br />32" WOOD STR. PANEL <br />W/ 8d@ 6"/6"/12" O.C. <br />(COMMON NAILS) <br />2x ROOF <br />RAFTERS <br />2x CEILING JOISTS <br />(8) 16d MIN. <br />(COMMON NAILS) <br />2x SOLID <br />BLOCKING <br />W/ A35 @ <br />16" O.C. <br />DOUBLE <br />TOP PLATE <br />2x STUD WALL <br />@ 16"O.C. <br />WOOD STR. PANEL <br />WHERE OCCURS <br />PER PLAN <br />FASCIA <br />BOARD <br />E.N. <br />TYPICAL DOOR/WINDOW <br />FLASHING DETAIL <br />INSTALLATION STEPS: <br />USE FLASHING TAPE (MINIMUM 6" WIDE) <br />INSTALL SILL FLASHING <br />INSTALL JAMB FLASHING <br />INSTALL HEADER FLASHING <br />1 <br />2 <br />3 <br />1 <br />2 <br />3 <br />2 <br />WINDOW <br />FRAME <br />EMERGENCY ESCAPE AND <br />RESCUE WINDOWS/OPENINGS <br />35" Clear <br />(For minimum <br />24" height) <br />20" Minimum <br />Clear Width <br />42 <br />" <br /> <br />C <br />l <br />e <br />a <br />r <br />(F <br />o <br />r <br /> <br />m <br />i <br />n <br />. <br /> <br />2 <br />0 <br />" <br /> <br />w <br />i <br />d <br />t <br />h <br />) <br />24 <br />" <br /> <br />M <br />i <br />n <br />i <br />m <br />u <br />m <br />Cl <br />e <br />a <br />r <br /> <br />H <br />e <br />i <br />g <br />h <br />t <br />FINISHED FLOOR <br />44 <br />" <br /> <br />M <br />a <br />x <br />i <br />m <br />u <br />m <br />MIN. OPENABLE <br />AREA = 5.7 SF <br />(5.0 SF MIN. AT GRADE <br />FLOOR OPENINGS) <br />MIN. OPENABLE <br />AREA = 5.7 SF <br />(5.0 SF MIN. AT GRADE <br />FLOOR OPENINGS) <br />2x ROOF <br />RAFTERS <br />E.N. <br />E.N. <br />E.N. <br />2x SOLID <br />BLOCKING <br />W/ A35 @ 16" O.C. <br />2x CEILING <br />JOISTS <br />B.N. 8d @6"O.C. <br />2x ROOF <br />RAFTERS <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING <br />2x CEILING <br />JOISTS <br />A35 @ 16" O.C. <br />2x BLOCKING <br />A35 @ 16" O.C. <br />4" CONC. SLAB <br />#4 DEFORMED REINF. <br />@ 16" O.C. EA WAY <br />2" SAND BED, 10 MIL <br />VAPOR RETARDER <br />(2) #4 BARS <br />TOP & BOTTOM UNDIST. <br />NAT. GROUND <br />12" <br />3" CLR.24" MIN. <br />2x P.T. SILL W/ 1 <br />2" x 10" A.B. <br />@ 6' O.C., 0.229"x3"x3" <br />PLATE WASHERS <br />(A.B. MIN. 7" EMBEDMENT <br />INTO CONC.) <br />(2) #4 BARS <br />TOP & BOTTOM <br />T.O. CONC. <br />F.G. <br />UNDIST. <br />NAT. GROUND <br />12" <br />24" MIN. <br />8" MIN. <br />3" CLR. <br />#3 DOWELS @ 24" O.C. <br />EXTEND 36" INTO SLAB <br />(FOR TWO POUR) <br />4" CONC. SLAB <br />#4 DEFORMED REINF. <br />@ 16" O.C. EA WAY <br />2" SAND BED, 10 MIL <br />VAPOR RETARDER <br />2x P.T. SILL W/ 1 <br />2" x 10" A.B. <br />@ 6' O.C., 0.229"x3"x3" <br />PLATE WASHERS <br />(A.B. MIN. 7" EMBEDMENT INTO CONC.) <br />4NTS <br />3NTS <br />2NTS <br />1 <br />B.N. 8d @6"O.C. <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING <br />A35 @ 16" O.C. <br />2x BLOCKING <br />A35 @ <br />16" O.C.2x ROOF <br />RAFTERS <br />2x CEILING <br />JOISTS <br />2x4 @4' O.C.45 O <br />3- 10d NAILS <br />6 <br />7 <br />5 <br />NTS <br />NTS <br />NTS <br />B.N. 8d @6"O.C. <br />2x SOLID <br />BLOCKING <br />W/ A35 @16" O.C. <br />3" MINIMUM CEILING <br />JOIST - LAP @ <br />BEARING WALL (8) <br />16d MIN. (COMMON <br />NAILS) <br />2x STUD WALL <br />@ 16" O.C. <br />WOOD STR. PANEL <br />UP TO ROOF <br />SHEATHING <br />WOOD STR. PANEL <br />UP TO ROOF <br />SHEATHING <br />STUCCO <br />"Z" FLASHING <br />COUNTERFLASHING <br />ROOF <br />SHEATHING <br />ROOF <br />RAFTER <br />EXTERIOR <br />WALL <br />2X BLOCKING <br />(3) 8D <br />TOENAILS <br />2X LEDGER <br />3/8" X 5" <br />LAG BOLTS <br />16" O.C. <br />STAGGERED <br />HEADER <br />PER PLAN <br />B.N. <br />2X BLOCKING <br />ROOF <br />SHEATHING <br />A35 @ 16" O.C. <br />4X4 POST <br />4X4 POST <br />L STRAP TIE <br />(88L) <br />HEADER <br />PER PLAN <br />4X KNEE BRACE <br />2'-0" MIN. <br />1/2 " DIA. <br />LAG BOLTS <br />1/2 " DIA. <br />LAG BOLTS <br />8NTS <br />10 <br />NTS <br />NTS <br />9 <br />12 <br />NTS <br />NTS <br />1114NTS <br />15NTS <br />DR <br />A <br />F <br />T <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />, <br /> <br />L <br />L <br />C <br />KT <br />A <br /> <br />D <br />R <br />A <br />F <br />T <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />, <br /> <br />L <br />L <br />C <br />22 <br />2 <br /> <br />W <br />. <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />4 <br />0 <br />0 <br /> <br />| S <br />A <br />N <br /> <br />P <br />E <br />D <br />R <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />7 <br />3 <br />1 <br />E: <br /> i <br />n <br />f <br />o <br />@ <br />k <br />t <br />a <br />d <br />r <br />a <br />f <br />t <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br /> <br />| <br />T <br />: <br /> <br />(3 <br />1 <br />0 <br />) <br />- <br />9 <br />4 <br />0 <br />- <br />9 <br />0 <br />2 <br />2 <br />ww <br />w <br />. <br />k <br />t <br />a <br />d <br />r <br />a <br />f <br />t <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br />PLANS PREPARED BY KTA DRAFTING <br />& DESIGN SERVICES, LLC. <br />____________________________ <br />KEVIN TA, PRINCIPAL <br />No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. <br />TYPICAL DOOR/ WINDOW <br />FRAMING <br />HEADER <br />KING <br />STUD <br />DOUBLE <br />TOP PLATE <br />HEADER <br />TRIMMER <br />STUD <br />BOTTOM <br />PLATE <br />COMMON <br />STUDS <br />CRIPPLE <br />STUDS <br />SILL <br />13NTS <br />HEADER <br />CONTINUOUSLY SHEATHED <br />BRACED WALL LINE <br />BRACE WALL <br />PANEL <br />MST72 STRAP <br />24" MIN. <br />4X4 POST <br />F.G. <br />(2) 5/8" DIA. <br />MACHINE BOLTS <br />COLUMN BASE <br />CBS44 <br />1" MIN. <br />12" MIN. <br />12" MIN. <br />3 #4 <br />DEFORMED <br />REINF. <br />EA WAY <br />3" CLR. <br />(TYP.) <br />1316 N Sycamore St, Unit 100 <br />& 101 - 101115529-30 <br />11/8/2023
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