17-PFC024_James_Hall_Str_Repairs_Drawings_27.pdf

PDF 266 KB Posted Jul 27, 2017

Attached to: Structural Repairs James Hall, Bldg No. 258, USCG TRACEN Cape May, Cape May, NJ
Solicitation number: HSCG83-17-B-PFC024
Issued by: Department of Homeland Security US Coast Guard

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USCG Reference Drawing T-6867-SD

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17PFC024_Abstract_of_Offers_Complete.pdf	PDF	Aug 25, 2017
17PFC024_SF30_A00002_CO_Signed.pdf	PDF	Aug 9, 2017
17-PFC024_James_Hall_Str_Repairs_Drawings_62.pdf	PDF	Jul 27, 2017
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KEY PLAN

GRAPHIC SCALE

KEYED NOTES

PLAN

1st FLOOR

DEMO PLAN

LEGEND

REFERENCE DRAWINGS

GENERAL NOTES

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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

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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-6867-SD

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SD100

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

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1. TS8x4 RETROFIT TUBE COLUMNS SUPPORTING TS8x4 RETROFIT TUBE COLUMNS SUPPORTING 2nd AND 3rd FLOOR. THESE ELEMENTS BEAR ON EXISTING SLAB AND MUST BE MAINTAINED, TYPICAL AT 8 LOCATIONS 2. EXISTING UNDER SLAB RETROFIT STEEL EXISTING UNDER SLAB RETROFIT STEEL STRUCTURE TO BE REMOVED. 3. DEMOLITION AND RECONSTRUCTION IN THIS AREA DEMOLITION AND RECONSTRUCTION IN THIS AREA TO BE COORDINATED WITH ELECTRICAL AND MECHANICAL WORK IN ORDER TO MAINTAIN ELECTRICAL AND MECHANICAL SERVICE TO OCCUPIED PORTIONS OF BUILDING. 4. REMOVE PORTIONS OF GRADE BEAM AS REMOVE PORTIONS OF GRADE BEAM AS INDICATED IN TYPICAL SECTION FOR SLAB REMOVAL 5. TS4x4 RETROFIT TUBE COLUMNS SUPPORTING TS4x4 RETROFIT TUBE COLUMNS SUPPORTING 2nd AND 3rd FLOOR. THESE ELEMENTS BEAR ON EXISTING SLAB AND MUST BE MAINTAINED, TYPICAL AT 4 LOCATIONS 6. SEE ARCHITECTURAL DEMOLITION FOR REMOVAL SEE ARCHITECTURAL DEMOLITION FOR REMOVAL OF CONCRETE STAIR SYSTEM. 7. REPAIR CRACKS IN GRADE BEAM WIDTH VARIES REPAIR CRACKS IN GRADE BEAM WIDTH VARIES FROM 1/16"± TO 3/16"±. SEE DETAIL8. TS8x4 COLUMNS SUPPORTING 2nd AND 3rd TS8x4 COLUMNS SUPPORTING 2nd AND 3rd FLOORS. THESE ELEMENTS BEAR ON EXISTING SLAB AND MUST BE MAINTAINED, TYPICAL AT 4 LOCATIONS 9. EXISTING DOWELS IN COLUMNS TO REMAIN FOR EXISTING DOWELS IN COLUMNS TO REMAIN FOR LAPPING WITH NEW REINFORCEMENT

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NOT TO SCALE

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SD101

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SD101

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SD101

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AutoCAD SHX Text EXISTING PRECAST/CMU WALL TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN. EXISTING BELOW SLAB CONCRETE BEAM EXISTING BELOW SLAB RETROFIT STEEL BEAM EXISTING BELOW SLAB RETROFIT STUB COLUMN EXTENTS OF SLAB/BEAM DEMOLITION EXISTING ABOVE SLAB RETROFIT TUBE COLUMN(S) TO REMAIN.

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SD101

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TYP.

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EXISTING WALL TO REMAIN, TYP.

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EXISTING WALL TO REMAIN, TYP.

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AutoCAD SHX Text DRAWINGS SHOWING THE PLAN VIEWS OF THE RETROFIT (REINFORCING) 1st FLOOR PLAN ARE PROVIDED AT THE END OF THIS FOLIO.

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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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A/E PROJECT NO:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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SD102

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SD102

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20LF

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10LF

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EXISTING EXPANSION JOINT EACH WING, TYP.

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TYP.

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TYP.

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SEE PHASING PLAN, SHEET T101

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RJCaruso SAM Proj No for Const

RJCaruso CMS Stamp

File details come from the government source that posted it. Updated Nov 14, 2017.