17-PFC024_James_Hall_Str_Repairs_Drawings_32.pdf

BEAM SCHEDULE

KEYED NOTES

SLAB SCHEDULE

LONGITUDINAL SECTION

GRAPHIC SCALE

DETAIL

TYP. SLAB REINFORCING DETAILS

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CAPE MAY

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TRAINING CENTER

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U. S. COAST GUARD

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USCG, TRACEN CAPE MAY

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1 MUNRO AVE.

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CAPE MAY, NJ 08204-5092

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CMS-1476

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AEW

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FEJ

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1:1 PS

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AEW

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AS SHOWN

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THT

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BUILDING 258

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TRACEN

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STRUCTURAL DETAILS

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STRUCTURAL

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NEW JERSEY

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STRUCTURAL REPAIRS TO JAMES HALL

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CAPE MAY

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T-6872-SD

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AutoCAD SHX Text BEAM HEIGHT WIDTH REINFORCING HEIGHT WIDTH REINFORCING WIDTH REINFORCING REINFORCING B1 24" 28" (4)#8, TOP & BOTTOM 24" 28" (4)#8, TOP & BOTTOM 28" (4)#8, TOP & BOTTOM (4)#8, TOP & BOTTOM #4 @ 10" O.C. B2 24" 12" (3)#6, TOP & BOTTOM 24" 12" (3)#6, TOP & BOTTOM 12" (3)#6, TOP & BOTTOM (3)#6, TOP & BOTTOM #4 @ 10" O.C. B3 18" 8" (2)#5, TOP & BOTTOM 18" 8" (2)#5, TOP & BOTTOM 8" (2)#5, TOP & BOTTOM (2)#5, TOP & BOTTOM #3 @ 7" O.C.

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1. ALL EXISTING RETROFIT STEEL ABOVE FINISHED ALL EXISTING RETROFIT STEEL ABOVE FINISHED FLOOR TO REMAIN, TYP. 2. TEMPORARY SUPPORTS FOR EXISTING ABOVE TEMPORARY SUPPORTS FOR EXISTING ABOVE SLAB RETROFIT STEEL NOT SHOWN THIS DRAWING, SEE SD101. 3. NEW 1 " RIGID INSULATION, TYP. AROUND NEW 1 " RIGID INSULATION, TYP. AROUND 12" RIGID INSULATION, TYP. AROUND PERIMETER GRADE BEAM. 4. REMOVE ALL DEBRIS FROM CRAWL SPACE AND REMOVE ALL DEBRIS FROM CRAWL SPACE AND COVER WITH 10 MIL. VAPOR BARRIER

AutoCAD SHX Text SLAB THICKNESS LOCATION REINFORCING THICKNESS LOCATION REINFORCING LOCATION REINFORCING REINFORCING S1 9" ENDSPAN TOP-#6@8" 9" ENDSPAN TOP-#6@8" ENDSPAN TOP-#6@8" TOP-#6@8" BOTTOM-#6@8" TEMP.-#4@12" TOP @ FREE END-#4@12" S1 9" INTERIOR TOP-#6@8" 9" INTERIOR TOP-#6@8" INTERIOR TOP-#6@8" TOP-#6@8" BOTTOM-#6@8" TEMP.-#4@12" S2 6" NA TOP-#5@12"O.C. 6" NA TOP-#5@12"O.C. NA TOP-#5@12"O.C. TOP-#5@12"O.C. BOTTOM-#5@12"O.C. TEMP.-#4@18"

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EXISTING STAIRS TO REMAIN

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SEE ARCHITECTURAL FOR NEW CONCRETE FILLED METAL PAN STAIR

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9" CONCRETE SLAB

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FIN. FLR.

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APPROXIMATE FINISH GRADE

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STEEL RETROFIT STRUCTURE, TYP.

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CRAWL SPACE

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ENTRANCE STEPS TO REMAIN

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SCALE:

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SCALE: 3/16"= 1'-0"

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TYP.

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EXISTING PILE CAP, TYP.

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EXISTING PRECAST WALL, TYP.

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EXISTING CONCRETE COLUMN

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TYP.

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NONE

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EXISTING CONCRETE COLUMN

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NEW CONCRETE SLAB/BEAM

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TYP.

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SCALE:

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NONE

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L=CLEARSPAN

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SYMMETRICAL ABOUT

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TEMPERATURE BARS

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INTERIOR SPANS

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END SPANS

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TEMPERATURE BARS

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EXTEND ALL BOTTOM BARS INTO SUPPORT

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ACI STANDARD HOOK (TILT FROM VERTICAL TO MAINTAIN 3" CLEARANCE

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TEMPERATURE BARS

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CONSULTANTS

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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SHEET TITLE

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MARK

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ISSUE

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DESCRIPTION

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DATE

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RJCaruso SAM Proj No for Const

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