36C24419R0086-003.pdf

PDF 22 MB Posted May 30, 2019

Attached to: 642-16-105 Install Security Fencing at Parking Garage Building 28
Solicitation number: 36C24419R0086
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

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36C24419R0086 642-16-105 Install Security Fence At Parking Garage Building 28 DRAWINGS.pdf

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36C24419R0086-0001000.docx	DOCX document	Jun 19, 2019
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36C24419R0086-001.docx	DOCX document	May 30, 2019
36C24419R0086-002.pdf	PDF	May 30, 2019
36C24419R0086-000.docx	DOCX document	May 7, 2019
36C24419R0086-000.docx	DOCX document	May 7, 2019

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ARCHITECTURAL LEGENDMATERIAL LEGEND

ARCHITECTURAL GENERAL NOTES

GENERAL PROJECT NOTES ARCHITECTURAL ABBREVIATIONSSTRUCTURAL REQUIREMENTS

LEGENDS, ABBREVIATIONS, AND

NOTES

G002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 1402

AutoCAD SHX Text A

AutoCAD SHX Text + 0'-6"

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FIRE EXTINGUISHER CABINET

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ROOM NAME AND NUMBER

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DOOR NUMBER

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KEY NOTE

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EXISTING FENCE/RAIL TYPE

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PARTITION TYPE

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DETAIL CALLOUT

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DETAIL NUMBER

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SHEET WHERE DETAIL IS DRAWN

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SECTION CALLOUT

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VERTICAL ELEVATION

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COLUMN CENTERLINE DESIGNATION

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DEMOLITION NOTE

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SECTION NUMBER

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SHEET WHERE SECTION IS DRAWN

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EXTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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ROOM

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NAME

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GA4

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EARTH

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GRAVEL

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CONCRETE

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MORTAR, STUCCO CEMENT PLASTER

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CONCRETE MASONRY UNIT

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SECTION

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PLAN

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STEEL

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INSULATION RIGID

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INSULATION BATT

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BRICK

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WOOD (ROUGH)

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WOOD FINISH

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INTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: FACE OF EXISTING WALL SURFACE FACE OF NEW MASONRY FACE OF NEW WALL STUDS TOP OF SLAB TOP OF MASONRY ALIGN NEW WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED. B. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. C. COORDINATE CONTRACTOR DUMPSTER LOCATION WITH COORDINATE CONTRACTOR DUMPSTER LOCATION WITH GOVERNMENT. DUMPSTER LOCATION TO BE IDENTIFIED PRIOR TO BIDDING. D. COORDINATE DEMOLITION AND NEW WORK AMONG COORDINATE DEMOLITION AND NEW WORK AMONG DISCIPLINES. E. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES. F. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN (PAINT, RAILS, ETC.). REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST TO THE OWNER. WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED OR LEFT WITH HOLES BY CONSTRUCTION ACTIVITIES, REPAIR, REPLACE, OR INFILL SUCH MATERIALS AND FINISHES TO MATCH EXISTING IN MATERIAL, SIZE, ALIGNMENT, FINISH, COLOR, TEXTURE, AND QUALITY.

AutoCAD SHX Text A. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE WITH COR. C. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST, AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM. ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH COR. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT PRESENT IN WORK AREA. D. THE CONTRACTOR MUST PROVIDE A WRITTEN FIRE SAFETY THE CONTRACTOR MUST PROVIDE A WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND TO BE SECURE, SAFE, AND FREE OF ANY FLAMMABLE LIQUIDS. E. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. F. SEE SPECIFICATION SECTION 01 00 00 FOR INTERIM LIFE SEE SPECIFICATION SECTION 01 00 00 FOR INTERIM LIFE SAFETY MEASURES. G. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. EXISTING CONDITIONS ARE BASED ON GOVERNMENT FURNISHED EXISTING DRAWINGS AND LIMITED FIELD INVESTIGATION. NOTIFY COR OF ANY DISCREPANCIES. H. ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT OTHERWISE INDICATED.

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AIR CONDITIONING

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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ALUMINUM

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BATT INSULATION

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BOTTOM OF

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CEMENTITIOUS BACKER BOARD

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CEMENTITIOUS CRYSTALLINE WATERPROOFING

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COLD-FORMED METAL FRAMING

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CORNER GUARD

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CENTERLINE

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CERAMIC MOSAIC TILE

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CONCRETE MASONRY UNIT

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CASED OPENING

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COMMUNICATION

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CONCRETE

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CONTINUOUS

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CONTRACTING OFFICER'S REPRESENTATIVE

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CERAMIC TILE

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CERAMIC TILE BASE

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CARPET

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DIAMETER

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ELECTRIC DRINKING FOUNTAIN

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ELECTRICAL

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EQUAL

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EXPOSED STRUCTURE

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ET CETERA

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EXISTING

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EXPOSED

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FACTORY FINISH

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FLOOR DRAIN

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FIRE EXTINGUISHER CABINET

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FIRE HOSE CABINET

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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FABRIC WALLCOVERING

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GAGE

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GRANITE

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GYPSUM WALL BOARD

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HANDICAPPED

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HOLLOW METAL

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HIGH-PRESSURE DECORATIVE LAMINATE

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HEATING VENTILATION AND AIR-CONDITIONING

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MATERIAL

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MAXIMUM

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MECHANICAL

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MANUFACTURER

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MINIMUM

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MASONRY OPENING

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METAL

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NOT IN CONTRACT

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NOT TO SCALE

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ON CENTER

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OPPOSITE HAND

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PORCELAIN BASE

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PLASTER

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PLASTIC LAMINATE

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PRESSURE TREATED

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PAIR

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PAINT

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QUARRY TILE

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RESILIENT BASE

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REFRIGERATOR

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REQUIRED

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RESINOUS FLOORING

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RESINOUS EPOXY WALL - CEILING

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ROUGH OPENING

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RUBBER FLOORING

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RECESSED PAPER HOLDER

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SEALED HIGH BUILD GLAZED COATING

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SOAP DISPENSER

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SOLID CORE WOOD

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SIMILAR

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SANITARY NAPKIN DISPENSER

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SPECIAL FACED

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STAINLESS STEEL/SOLID SURFACE

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STEEL

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SUBSTRATE

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SHEET VINYL

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SOLID VINYL TILE

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TACK BOARD

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TELEPHONE

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TOP OF

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TOILET PAPER

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TYPICAL

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UNLESS NOTED OTHERWISE

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VINYL COMPOSITION TILE

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VINYL WALL COVERING

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WALL COVERING

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WATER RESISTANT

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WOOD

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WELDED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

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ACT

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AFF

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ALUM

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BATT

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CBB

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CCW

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CFMF

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CMT

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COMM

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CONC

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CONT

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COR

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CTB

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DIA

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EDF

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ELEC

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ETC

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EXIST

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EXP

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FAC FIN

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FEC

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FHC

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FIN

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FLR

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FWC

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GRA

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GWB

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HPDL

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HVAC

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MATL

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MAX

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MECH

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MFR

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MIN

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NIC

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NTS

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PLS

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PLAM

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REF

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REQ'D

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RES

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RPH

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SIM

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SND

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SUBS

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SVT

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TELE

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UNO

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VCT

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VWC

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WSF

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SEALED CONCRETE

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SCONC

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PORCELAIN TILE

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POR

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CONTROL JOINT

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GALVANIZED METAL STUD(S)

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GMS

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DOWN TO LOWER LEVEL VIA STAIR OR RAMP

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UP TO UPPER LEVEL VIA STAIR OR RAMP

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1.01 DESIGN CODES DESIGN CODES 2015 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY: A. ANSI/ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS ANSI/ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES B. STATE AMENDMENTS TO THE INTERNATIONAL BUILDING CODE, STATE AMENDMENTS TO THE INTERNATIONAL BUILDING CODE, LATEST EDITION. C. VA SEISMIC DESIGN REQUIREMENTS H-18-8, 2016 EDITION VA SEISMIC DESIGN REQUIREMENTS H-18-8, 2016 EDITION D. VA STRUCTURAL DESIGN MANUAL FOR PARKING STRUCTURE VA STRUCTURAL DESIGN MANUAL FOR PARKING STRUCTURE PROJECTS, OCTOBER 1, 2013. 1.02 DESIGN REQUIREMENTS DESIGN REQUIREMENTS A. FENCE DESIGN FENCE DESIGN 1. ENGINEERING RESPONSIBILITY: ENGAGE A FABRICATOR ENGINEERING RESPONSIBILITY: ENGAGE A FABRICATOR WHO ASSUMES UNDIVIDED RESPONSIBILITY FOR ENGINEERING LIGHT GAUGE, FENCING, AND ALL ASSOCIATED CONNECTIONS TO NEW AND EXISTING STRUCTURE NOT SHOWN IN THESE DRAWINGS BY EMPLOYING A QUALIFIED PROFESSIONAL ENGINEER TO PREPARE AND SEAL DESIGN CALCULATIONS, SHOP DRAWINGS, AND OTHER STRUCTURAL DATA. 2. HORIZONTAL MEMBERS THAT ARE ACCESSIBLE FROM THE HORIZONTAL MEMBERS THAT ARE ACCESSIBLE FROM THE OCCUPIED SIDE OF FENCE AND MIGHT BE USED AS FOOT- OR HAND-HOLDS SHALL BE SPACED AT A MINIMUM 8 FEET (2400 MM) APART. 3. DESIGN FRAMING SYSTEMS TO PROVIDE FOR MOVEMENT DESIGN FRAMING SYSTEMS TO PROVIDE FOR MOVEMENT OF FRAMING MEMBERS WITHOUT DAMAGE OR OVERSTRESSING, FABRIC FAILURE, CONNECTION FAILURE, UNDUE STRAIN ON FASTENERS AND ANCHORS, OR OTHER DETRIMENTAL EFFECTS WHEN SUBJECT TO THE FOLLOWING: a. BUILDING MOVEMENT INCLUDING DRIFT AND BUILDING MOVEMENT INCLUDING DRIFT AND DEFLECTION. b. THERMAL LOADS CAUSED BY A MAXIMUM AMBIENT THERMAL LOADS CAUSED BY A MAXIMUM AMBIENT TEMPERATURE CHANGE (RANGE) OF 67 DEGREES C (120 DEGREES F). 1.03 DESIGN LOADS DESIGN LOADS A. DESIGN FENCE SYSTEM TO RESIST THE FOLLOWING LOADS IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE REQUIREMENTS. a. LIVE LOADS LIVE LOADS 1) FENCE PANELS SHALL BE CAPABLE OF SUPPORTING FENCE PANELS SHALL BE CAPABLE OF SUPPORTING A 400 LB. (882 KG) LOAD APPLIED AT MIDSPAN WITHOUT PERMANENT DEFORMATION. 2) HORIZONTAL LOAD OF 5 PSF AND 50 LBS OVER HORIZONTAL LOAD OF 5 PSF AND 50 LBS OVER 12 IN X 12 IN AREA NOT CONCURRENTLY. b. ICE LOADS DUE TO FREEZING RAIN: SEE ASCE 7-10 ICE LOADS DUE TO FREEZING RAIN: SEE ASCE 7-10 c. WIND LOAD: SEE ASCE 7-10 AND CRITERIA BELOW WIND LOAD: SEE ASCE 7-10 AND CRITERIA BELOW d. WIND ON ICE COVERED STRUCTURES: SEE ASCE 7-10 WIND ON ICE COVERED STRUCTURES: SEE ASCE 7-10 AND CRITERIA BELOW e. SEISMIC: WHEN REQUIRED, SEE EARTHQUAKE CRITERIA SEISMIC: WHEN REQUIRED, SEE EARTHQUAKE CRITERIA BELOW B. WIND LOADS: WIND LOADS: 1. ULTIMATE DESIGN WIND SPEED Vult = 115 MPH ULTIMATE DESIGN WIND SPEED Vult = 115 MPH 2. NOMINAL DESIGN WIND SPEED Vasd = 90 MPH NOMINAL DESIGN WIND SPEED Vasd = 90 MPH 3. RISK CATEGORY II RISK CATEGORY II 4. WIND EXPOSURE = B WIND EXPOSURE = B 5. INTERNAL PRESSURE COEFFICIENT INTERNAL PRESSURE COEFFICIENT a. N/A N/A 6. WIND LOADS ON OPEN SIGNS AND LATTICE FRAMEWORK: SEE ASCE 7-10 C. EARTHQUAKE LOADS: EARTHQUAKE LOADS: 1. SEISMIC IMPORTANCE FACTOR I = 1.0 SEISMIC IMPORTANCE FACTOR I = 1.0 2. RISK CATEGORY = II RISK CATEGORY = II 3. MAPPED SPECTRAL RESPONSE ACCELERATIONS MAPPED SPECTRAL RESPONSE ACCELERATIONS a. Ss =.202 Ss =.202 b. S1=.06 S1=.06 4. SITE CLASS = D SITE CLASS = D 5. SPECTRAL RESPONSE COEFFICIENTS (FOR SITE CLASS D) SPECTRAL RESPONSE COEFFICIENTS (FOR SITE CLASS D) a. Sds =.216 Sds =.216 b. Sd1 =.096 Sd1 =.096 6. SEISMIC DESIGN CATEGORY = B SEISMIC DESIGN CATEGORY = B D. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE PROCEDURE

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Drawing Number

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Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 1403

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

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DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

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Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

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AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

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DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

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DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

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PLAN LEGEND

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EXISTING GUARD RAIL

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NEW SECURITY FENCING

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EXISTING SURFACE-MOUNTED RAILING

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NEW TOP-LEVEL ANTI-CLIMB FENCING

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EXISTING SECURITY FENCING

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

A. DO NOT DAMAGE EXISTING REBAR DURING DO NOT DAMAGE EXISTING REBAR DURING ANCHOR INSTALLATION B. APPLY EPOXY FILLER AT ALL HOLES RESULTING APPLY EPOXY FILLER AT ALL HOLES RESULTING FROM DEMOLITION AND REMOVAL C. GAPS BETWEEN NEW FENCING SYSTEM AND GAPS BETWEEN NEW FENCING SYSTEM AND EXISTING STRUCTURE SHALL NOT EXCEED 4" D. DIMENSIONS AT EXISTING CONSTRUCTION ARE TO DIMENSIONS AT EXISTING CONSTRUCTION ARE TO COLUMN LINES UNO

GARAGE LEVEL 'C' DEMOLITION PLAN

AD103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

AutoCAD SHX Text

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AD103

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AutoCAD SHX Text 1/16" = 1'-0"

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GARAGE LEVEL 'C' DEMOLITION PLAN

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 48'

AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

AutoCAD SHX Text

PLAN LEGEND

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EXISTING GUARD RAIL

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NEW SECURITY FENCING

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EXISTING SURFACE-MOUNTED RAILING

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NEW TOP-LEVEL ANTI-CLIMB FENCING

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EXISTING SECURITY FENCING

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

AutoCAD SHX Text

PLAN NORTH

GARAGE LEVEL 'D' DEMOLITION PLAN

AD104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

AutoCAD SHX Text

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PLAN NORTH

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TRUE NORTH

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 8'

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AutoCAD SHX Text 32'

AutoCAD SHX Text 48'

AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

AutoCAD SHX Text

PLAN LEGEND

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EXISTING GUARD RAIL

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NEW SECURITY FENCING

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EXISTING SURFACE-MOUNTED RAILING

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NEW TOP-LEVEL ANTI-CLIMB FENCING

AutoCAD SHX Text

EXISTING SECURITY FENCING

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

Do Not Enter

BUILDING

Do Not Enter

DEMOLITION ELEVATIONS

AD201

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

AutoCAD SHX Text

OFF AXIS

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OFF AXIS

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AD201

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AutoCAD SHX Text 1/16" = 1'-0"

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DEMOLTION ELEVATION - EAST

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AD201

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LVL A

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AD201

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AutoCAD SHX Text 1/16" = 1'-0"

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LVL A

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LVL B

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GUARDRAIL TO REMAIN

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REFER TO A401 FOR PLAN AND ELEVATIONS OF PEDESTRIAN BRIDGE

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AD201

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AutoCAD SHX Text 1/4" = 1'-0"

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ENLARGED DEMOLITON ELEVATION

AutoCAD SHX Text 3'-4"±

AutoCAD SHX Text 4'-6"±

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LEVEL A

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LEVEL C

AutoCAD SHX Text 4'-6"±

AutoCAD SHX Text 3'-4"±

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LEVEL D

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

GARAGE LEVEL 'A' NEW WORK PLAN

A101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

AutoCAD SHX Text

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LEVEL B

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DRIVE

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AutoCAD SHX Text 1/16" = 1'-0"

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GARAGE LEVEL 'A' NEW WORK PLAN

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EXIST TREE TO BE ADDRESSED BY VA

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ELEVATED LANDSCAPING AREA AT ENTRY PLAZA

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LANDSCAPED AREA

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35" HT WALL

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16" HT PIERS

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EXIST ELEC BOX

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EXIST ELEC BOX

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EXIST ELEC BOX & CAMERA

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EXIST J.BOX

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 8'

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AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

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DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

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PLAN LEGEND

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EXISTING GUARD RAIL

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NEW SECURITY FENCING

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EXISTING SURFACE-MOUNTED RAILING

AutoCAD SHX Text

NEW TOP-LEVEL ANTI-CLIMB FENCING

AutoCAD SHX Text

EXISTING SECURITY FENCING

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

AutoCAD SHX Text

PLAN NORTH

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TRUE NORTH

AutoCAD SHX Text 3'-4"±

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LEVEL A

AutoCAD SHX Text LOCATE VERTICAL POSTS STRATEGICALLY TO AVOID CONTACT WITH EXISTING ELECTRICAL BOXES AND OTHER EXISTING CONDITIONS THAT MAY BE PRESENT (TYP)

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EXISTING ELECTRICAL BOX OR SIMILAR

AutoCAD SHX Text A101

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AutoCAD SHX Text 1/2" = 1'-0"

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TYPICAL ELEVATION OF FENCING TYPE 2A

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%%P31'-6" FV

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LEVEL A

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VARIES @ RAMP

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text A101

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AutoCAD SHX Text 1/2" = 1'-0"

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TYPICAL SECTION THRU FENCING TYPE 2A

AutoCAD SHX Text A101

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AutoCAD SHX Text A301

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TYP.

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TYP.

AutoCAD SHX Text A301

GARAGE LEVEL 'B' NEW WORK PLAN

A102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

AutoCAD SHX Text

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GARAGE LEVEL 'B' NEW WORK PLAN

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ELEC. BOX

AutoCAD SHX Text A401

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 48'

AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

AutoCAD SHX Text

PLAN LEGEND

AutoCAD SHX Text

EXISTING GUARD RAIL

AutoCAD SHX Text

NEW SECURITY FENCING

AutoCAD SHX Text

EXISTING SURFACE-MOUNTED RAILING

AutoCAD SHX Text

NEW TOP-LEVEL ANTI-CLIMB FENCING

AutoCAD SHX Text

EXISTING SECURITY FENCING

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

AutoCAD SHX Text

PLAN NORTH

GARAGE LEVEL 'C' NEW WORK PLAN

A103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

AutoCAD SHX Text

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AutoCAD SHX Text 1/16" = 1'-0"

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GARAGE LEVEL 'C' NEW WORK PLAN

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8' HT CHAIN-LINK CONSTRUCTION FENCE WITH GATE BELOW

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8' HT CHAIN-LINK CONSTRUCTION FENCE WITH GATE BELOW

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MINIMUM 10'-0" HIGH AFF, ANCHORED TO THE PRECAST PARKING STRUCTURE. REFER TO A301

AutoCAD SHX Text 0'

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

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 48'

AutoCAD SHX Text INSTALL NEW STEEL PICKET INFILL PANEL. REFER TO A301 FOR CONNECTION DETAILS ILLUSTRATING VARIATIONS OF EACH SCENARIO

AutoCAD SHX Text

DEMO EXISTING STEEL PICKET INFILL PANEL. REFER TO A301 FOR PHOTOS AND DETAILS

AutoCAD SHX Text

DEMO EXISTING SURFACE MOUNTED TUBE RAILING. REFER TO A301 FOR PHOTOS AND DETAILS

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DEMO EXISTING 38" HIGH STEEL GUARDRAIL. REFER TO A301 FOR PHOTOS

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PLAN LEGEND

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EXISTING GUARD RAIL

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NEW SECURITY FENCING

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EXISTING SURFACE-MOUNTED RAILING

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NEW TOP-LEVEL ANTI-CLIMB FENCING

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EXISTING SECURITY FENCING

AutoCAD SHX Text FASTEN NEW STEEL FRAMED, STEEL MESH PANELS TO EXIST STEEL POSTS AT BRIDGE. REFER TO A401

AutoCAD SHX Text INSTALL NEW NON-CLIMBABLE STEEL FENCE, MATCHING HEIGHT AND STYLE AS 2A , WELDED DIRECTLY TO EXISTING GUARDRAIL. REFER TO A401

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PLAN NORTH

GARAGE LEVEL 'D' NEW WORK PLAN

A104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

FINAL DESIGN

SUBMITTAL

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL SECURITY FENCE AT

PARKING GARAGE, BUILDING 28

VAMC, PHILADELPHIA, PA

642-16-105

Project Section Supervisor

12/04/2018 PB AHRevisions: Date: PAGE # OF 14

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BLDG. #28 BLDG. #1

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RAMP

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DOWN

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RAMP

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UP TO

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CONTINES

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LEVEL C

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DRIVE

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GARAGE LEVEL 'D' NEW WORK PLAN

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8'-0" HEIGHT CHAIN-LINK CONSTRUCTION FENCE W/ GATE

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8'-0" HEIGHT CHAIN-LINK CONSTRUCTION FENCE W/ GATE

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CONTINUE FENCE BEHIND COLUMN

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CONTINUE FENCE BEHIND COLUMNS

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GENERAL NOTES

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KEY NOTES (ALL NOTES NOT USED ON ALL SHEETS) (ALL NOTES NOT USED ON ALL SHEETS)

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