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408 E Civic Center Dr - Plan
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Last modified
6/5/2025 7:31:26 AM
Creation date
6/5/2025 7:31:18 AM
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Plan
Permit Number
102119284
Full Address
408 E Civic Center Dr
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1
Creator:
Import Agent
Created:
6/5/2025 7:31 AM
Modified:
6/4/2025 3:24 PM
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http://www.khatrinternational.com
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1'-0"(E)12"x12" CONC. <br />COLUMN <br />3" <br /> <br />M <br />I <br />N <br />. <br /> <br />E <br />D <br />G <br />E <br />DI <br />S <br />T <br />A <br />N <br />C <br />E <br />1' <br />- <br />0 <br />" <br />A <br />(6) 3/4" Ø THREADED RODS W/ <br />HILTI HIT-HY 270 ADHESIVE W/ <br />3" EFFECT. EMBED @ EA <br />PLATE TOP & BOTTOM <br />1" <br />(N) 1" STL. PLATE <br />AROUND COLUMN <br />A <br />(E) CMU COLUMN <br />5" <br /> <br />M <br />I <br />N <br />A <br />(6) 3/4" Ø THREADED RODS W/ <br />HILTI HIT-HY 270 ADHESIVE W/ <br />4.5" EFFECT. EMBED @ EA PLATE <br />TOP & BOTTOM <br />(N) 1" STL. PLATE <br />AROUND COLUMN <br />A <br />1' <br />- <br />4 <br />" <br />1" <br /> <br />3" <br /> <br />M <br />I <br />N <br />(E) CMU WALL <br />(E) CONCRETE BEAM <br />(N) 12x12x3/4" <br />HSS TUBE <br />AA <br />2' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br /> <br />REPAIRED <br />CONCRETE <br />COLUMN <br />PER PLAN <br />SECTION A-A <br />7' <br />- <br />0 <br />" <br />4" <br />8" <br /> <br />8" <br /> <br />4" <br /> <br />(E) CONCRETE COLUMN <br />REPAIR PER MAIN DETAIL <br />1' <br />- <br />8 <br />" <br />2" MIN, TYP <br />AA <br />1'-8" <br />(N) 3/4" STL. BASE PL. <br />W/(4) 3/4" Ø HILTI KB-TZ2 ANCHORS <br />W/ 3.75" EFFECT. & 4.5" NOM. EMBED <br />TOP & BOTTOM (ESR-4266) <br />31 2" <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br /> <br />G <br />R <br />A <br />D <br />E <br />BE <br />A <br />M <br /> <br />G <br />C <br /> <br />T <br />O <br /> <br />V <br />I <br />F <br />NOTE: <br />NEW STEEL HSS COLUMNS TO BE <br />FIRE PROOFED USING FLAMEOFF <br />COATINGS ESR-3874 <br />(N) 12x12x3/4" <br />HSS TUBE <br />AA <br />2' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br /> <br />312" <br />1'-8" <br />2" MIN, TYP <br />(N) 3/4" STL. BASE PL. <br />W/(4) 3/4" Ø HILTI KB-TZ2 ANCHORS <br />W/ 3.75" EFFECT. & 4.5" NOM. EMBED <br />TOP & BOTTOM (ESR-4266) <br />REPAIRED <br />CMU COLUMN <br />PER PLAN <br />SECTION A-A <br />7' <br />- <br />0 <br />" <br />4" <br />8" <br /> <br />8" <br /> <br />4" <br /> <br />(E) CMU COLUMN REPAIR <br />PER MAIN DETAIL <br />(E) CONCRETE BEAM AA <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br /> <br />G <br />R <br />A <br />D <br />E <br />BE <br />A <br />M <br /> <br />G <br />C <br /> <br />T <br />O <br /> <br />V <br />I <br />F <br />NOTE: <br />NEW STEEL HSS COLUMNS TO BE <br />FIRE PROOFED USING FLAMEOFF <br />COATINGS ESR-3874 <br />FILL EXISTING CRACK <br />W/ SIMPSON CI-LPL <br />STRUCTURAL EPOXY, <br />TYP AT ALL CRACKS 1' <br />- <br />8 <br />" <br />FR <br />E <br />N <br />C <br />H <br /> <br />P <br />A <br />R <br />K <br /> <br />PL <br />A <br />Z <br />A <br /> <br />H <br />O <br />A <br /> <br />40 <br />8 <br /> <br />E <br />. <br /> <br />C <br />I <br />V <br />I <br />C <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />D <br />R <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 /> <br />NO <br />. <br /> <br /> <br />DA <br />T <br />E <br />K <br />ST <br />A <br />M <br />P <br />: <br /> <br />KH <br />A <br />T <br />R <br />I <br /> <br />I <br />N <br />T <br />E <br />R <br />N <br />A <br />T <br />I <br />O <br />N <br />A <br />L <br />, <br /> <br />I <br />N <br />C <br />. <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br /> <br />DATE ISSUED: <br />CL <br />I <br />E <br />N <br />T <br />: <br />DRAWN BY: JA <br />SHEET NO: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CO <br />N <br />S <br />U <br />L <br />T <br />I <br />N <br />G <br /> <br />C <br />I <br />V <br />I <br />L <br /> <br /> & <br /> <br />S <br />T <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 /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />R. <br />C <br />. <br />E <br />. <br /> <br /># <br /> <br />4 <br />0 <br />8 <br />3 <br />3 <br />, <br /> <br />S <br />E <br /> <br /># <br /> <br />4 <br />3 <br />9 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />64 <br />4 <br />0 <br /> <br />S <br />k <br />y <br /> <br />P <br />o <br />i <br />n <br />t <br />e <br /> <br />D <br />r <br />. <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />1 <br />4 <br />0 <br />- <br />2 <br />9 <br />9 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />La <br />s <br /> <br />V <br />e <br />g <br />a <br />s <br />, <br /> <br />N <br />V <br /> <br />8 <br />9 <br />1 <br />3 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />P: <br /> <br />( <br />6 <br />2 <br />6 <br />) <br /> <br />3 <br />5 <br />1 <br />- <br />4 <br />8 <br />3 <br />0 <br /> <br /> <br />dk <br />h <br />a <br />t <br />r <br />i <br />@ <br />a <br />o <br />l <br />. <br />c <br />o <br />m <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />ht <br />t <br />p <br />: <br />/ <br />/ <br />w <br />w <br />w <br />. <br />k <br />h <br />a <br />t <br />r <br />i <br />n <br />t <br />e <br />r <br />n <br />a <br />t <br />i <br />o <br />n <br />a <br />l <br />. <br />c <br />o <br />m <br />SEPTEMBER 5, 2024 <br />FR <br />E <br />N <br />C <br />H <br /> <br />P <br />A <br />R <br />K <br /> <br />P <br />L <br />A <br />Z <br />A <br /> <br />H <br />O <br />A <br />C/ <br />O <br />: <br /> <br />M <br />O <br />N <br />I <br />C <br />A <br /> <br />S <br />A <br />N <br />D <br />O <br />V <br />A <br />L <br />TR <br />I <br />T <br />Z <br /> <br />P <br />R <br />O <br />F <br />E <br />S <br />S <br />I <br />O <br />N <br />A <br />L <br />MA <br />N <br />A <br />G <br />E <br />M <br />E <br />N <br />T <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />15 <br />2 <br />5 <br /> <br />E <br />. <br /> <br />1 <br />7 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />A <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 />D-1 <br />1 CONCRETE COLUMN REPAIR DETAIL <br />SCALE: 1"=1'-0" <br />NOTE: GC. TO SCAN COLUMN <br />AND BEAM FOR REBAR <br />BEFORE ANCHORAGE <br />INSTALLATION. <br />2 HSS COLUMN AT CONCRETE COLUMN DETAIL <br />SCALE: 1"=1'-0" <br />NOTE: ALL PLATES TO BE <br />MADE OF EITHER <br />STAINLESS STEEL OR ZINC <br />GALVANIZED. <br />3 CMU COLUMN REPAIR DETAIL <br />SCALE: 1"=1'-0" <br />HSS COLUMN AT CMU COLUMN DETAIL <br />SCALE: 1"=1'-0"4 <br />STRUCTURAL OBSERVATION <br />+ INSPECTION NOTES <br />1. STRUCTURAL ENGINEER SHALL <br /> PERFORM A SITE OBSERVATION <br /> AT THE INSTALLATION OF THE <br /> NEW MEMBERS TO VERIFY THAT THE <br /> CONSTRUCTION WORK COMPLIES <br /> WITH THE DESIGN PLANS. <br />2. SPECIAL INSPECTION REQUIRED FOR <br /> ANCHORAGE OF STEEL PLATES AND <br /> FIRE PROOFING OF NEW HSS POSTS. <br />3. ANY DEVIATIONS IN THE <br /> CONSTRUCTION, THE CONTRACTOR <br /> SHALL NOTIFY THE ENGINEER IN <br /> WRITING BEFORE ANY CHANGES <br /> ARE MADE. <br />HILTI HIT-HY 200-R V3 <br />HOLD- 408 E Civic Center Dr <br />- 102119284 <br />9/24/2024
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