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1115 W Highland St - Plan
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1115 W Highland St - Plan
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Last modified
7/31/2025 2:18:03 PM
Creation date
6/6/2025 1:20:06 PM
Metadata
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Template:
Plan
Permit Number
101121253
Full Address
1115 W Highland St
Rectangle
ID:
1
Creator:
Import Agent
Created:
6/6/2025 1:20 PM
Modified:
6/6/2025 10:04 AM
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NEW WATERPROOFINGNEW PLY SHEATHING <br />NEW 2X 14 JOISTS @ 16".O.C SLOPED AT 2% <br />TO REPLACE EXISTING 2X 14 JOISTS <br />(N) SIMPSON STRONG-TIE SINGLE <br />2-IN X 8-IN 18-GAUGE ZMAX FACE <br />MOUNT JOIST HANGER <br />(E)3"STEEL POST TO REMAIN <br />(E) 2X4 STUDS @16" O.C. <br />(E) 2X SILL PLATE <br />(E) 2-2X TOP PLATE <br />(E) 2X F.J. @16" O.C. <br />1-1/2" MAX. <br />THRESHOLD <br />(N)FLOOR SHEATHING <br />AND WATERPROOFING <br />(E) 2X14 F.J. <br />@16" O.C. <br />(E)STEEL POSTS TO REMAIN <br />SCALE: N.T.S. <br />NEW BEAM CONNECTION TO STEEL POSTS14 <br />SIDE VIEW <br />PER DETAIL #6-b/SD1 <br />(N)SIMPSON STRONG-TIE SINGLE <br />2-IN X 8-IN 18-GAUGE ZMAX FACE <br />MOUNT JOIST HANGER <br />(N) 4X14 LEDGER W/ <br />5/8" BOLTS & w/3"x3"x0.229" washer <br />PER DETAIL 15/SD2 <br />(N) 4X FULL DEPTH BLOCKING <br />PER DETAIL 16/SD2 <br />1/8" <br />NEW 4X12" BEAM <br />EXISTING 2X JOISTS <br />WOOD DECK SURFACE <br />HSS 2"x2"x1/8" GUARDRAIL <br />POST , TYP. <br />5" <br />1"1" <br />5"1" <br />PL 5"x5"x1 <br />4" W/ <br />(4)-1/2"x8" LAG BOLTS <br />1/8" <br />SCALE: N.T.S. <br />GUARDRAIL POST TO BASE PLATE INTO WOOD17 <br />8" <br />(N) 4X14 LEDGER W/2X5/8" X7" <br />BOLTS & w/3"x3"x0.229" WASHER <br />PER BLOCK(BETWEEN 2 JOISTS. <br />15 LEDGER CONNECTION <br />LEDGER @ EX. DECK <br />(E) 2X4 STUDS @16" O.C. <br />(E) 2X SILL PLATE <br />(E) 2-2X TOP PLATE <br />(E) 2X F.J. @16" O.C. <br />(N) 2X14 F.J. <br />@12" O.C. <br />TO BE SLOPED <br />2% <br />SIMP. LUS210 HANGER <br />1-1/2" MAX. <br />THRESHOLD <br />FLOOR SHEATHING <br />15/32" PLY. STRUC I, w/ <br />10d COMMON NAILS @6:6:12 <br />2% <br />NEW DEX-O-TEX <br />WATERPROOFING <br />WITH 2% SLOPE <br />(E) 4X FULL DEPTH <br />BLOCKING <br />PER DETAIL 16/SD2 <br />4"X FULL DEPTH <br /> BLOCKING <br />BETWEEN JOISTS <br />EXISTING 2X SILL PLATE <br />16" <br />EXISTING FLOOR JOISTS <br />2-5/8" X7" GALVANIZED <br />LAG SCREWS PER BLOCK <br />4X12 LEDGER <br />A35 ON EACH SIDE <br />3-10d NAILS <br />ON EACH SIDE <br />(N) 4X14 LEDGER W/ <br />5/8" BOLTS & w/3"x3"x0.229" washer <br />@16" O.C. STAGG. <br />16" O.C. STAGG. <br />ELEVATION VIEW <br />16 BLOCKING FOR LEDGER <br />NEW 4X FULL DEPTH BLOCKING <br />SIMPSON CC0 <br />3/16" CONTINUOUS FILLET WELD <br />SIMPSON CCO <br />4-1/2" THROUGH BOLTS WITH <br />NUTS AND WASHERS <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />1 <br />1 <br />5 <br /> <br />H <br />I <br />G <br />H <br />L <br />A <br />N <br />D <br /> <br />S <br />T <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />S <br />A <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 />3 <br />OW <br />N <br />E <br />R <br />11 <br />1 <br />5 <br /> <br />H <br />I <br />G <br />H <br />L <br />A <br />N <br />D <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />REVISION(S) <br />1 <br />2 <br />3 <br />Scale: <br />Date: <br />Project #:24-260 <br />9-15-2024 <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />M <br />A <br />N <br />A <br />G <br />E <br />M <br />E <br />N <br />T <br />: <br />MI <br />D <br />- <br />C <br />I <br />T <br />I <br />E <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 /> <br />R <br />E <br />S <br />E <br />R <br />V <br />E <br />S <br /> <br />I <br />T <br />S <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br />S <br />E <br /> <br />P <br />L <br />A <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />. <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 />A <br />N <br />D <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />M <br />. <br />C <br />. <br />E <br />. <br /> <br />I <br />S <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />C <br />H <br />A <br />N <br />G <br />I <br />N <br />G <br />, <br /> <br />R <br />E <br />P <br />R <br />O <br />D <br />U <br />C <br />I <br />N <br />G <br />, <br /> <br />C <br />O <br />P <br />Y <br />I <br />N <br />G <br /> <br />I <br />N <br /> <br />A <br />N <br />Y <br /> <br />F <br />O <br />R <br />M <br /> <br />O <br />R <br /> <br />M <br />A <br />N <br />N <br />E <br />R <br /> <br />W <br />H <br />A <br />T <br /> <br />S <br />O <br /> <br />E <br />V <br />E <br />R <br /> <br />O <br />R <br /> <br />A <br />S <br />S <br />I <br />G <br />N <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />A <br />N <br />Y <br /> <br />T <br />H <br />I <br />R <br />D <br /> <br />P <br />A <br />R <br />T <br />Y <br />. <br /> <br />( <br />r <br />e <br />v <br />1 <br />- <br />1 <br />- <br />1 <br />8 <br />) <br />MI <br />D <br /> <br />C <br />I <br />T <br />I <br />E <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 />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br /> <br />I <br />N <br />D <br />U <br />S <br />T <br />R <br />I <br />A <br />L <br />97 <br />4 <br />4 <br /> <br />M <br />A <br />P <br />L <br />E <br /> <br />S <br />T <br />. <br /> <br /># <br />1 <br />0 <br />1 <br />BE <br />L <br />L <br />F <br />L <br />O <br />W <br />E <br />R <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />7 <br />0 <br />6 <br />PH <br />: <br /> <br />( <br />5 <br />6 <br />2 <br />) <br /> <br />8 <br />6 <br />6 <br />- <br />3 <br />6 <br />2 <br />5 <br />, <br /> <br />F <br />X <br />: <br /> <br />( <br />5 <br />6 <br />2 <br />) <br /> <br />2 <br />3 <br />2 <br />- <br />4 <br />1 <br />2 <br />1 <br />WW <br />W <br />. <br /> <br />M <br />I <br />D <br />C <br />I <br />T <br />I <br />E <br />S <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />. <br />C <br />O <br />M <br />STRUCTURAL <br />DETAILS <br />SD2 <br />1/2"=1'0" <br />1115 W Highland St <br />1/16/2025
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