Attachment 3 632-16-103 RoofFacadePhase1 Drawings.pdf

6 0 S B L V D

R E C O V E R Y L N

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PARKING

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A C A D E M I A A V E

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6 0 S B L V D 6 0 S B L V D

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R E C O V E R Y L N

V E T E R A N S

M E M O R I A L D R

U.S. Department of Veterans Affairs

NORTHPORT VAMC

79 MIDDLEVILLE ROAD

NORTHPORT, NY. 11768

REPLACE ROOFS & REPAIR FACADES, PHASE 1

Bid Documents Submission

G001

TITLE SHEET

TH/DT MT

PROJECT LOCATION

PROJECT

NORTH

Revisions: Date: Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

BUILDING 61

BUILDING 62

PARTIAL SITE KEY PLANPARTIAL SITE PLAN

DRAWING LIST

Sheet

Number No.

DWG Sheet Name

G001 1 TITLE SHEET

A101 BUILDING 61 - EXTERIOR WALL PLAN - FIRST FLOOR

A104 BUILDING 61 - ROOF & ELEVATOR MACHINE ROOM PLANS

A200

BUILDING 61 - NEW WORK NORTH AND EAST ELEVATIONS

A202

BUILDING 61 - NEW WORK SOUTH AND WEST ELEVATIONS

A203

BUILDING 61 - NEW WORK PARTIAL ELEVATIONS

A204 A205

A105

BUILDING 62 - EXTERIOR WALL PLAN - FIRST FLOOR

A107

BUILDING 62 - EXTERIOR WALL PLAN - ATTIC

BUILDING 62 - NEW WORK NORTH AND EAST ELEVATIONS

BUILDING 62 - NEW WORK SOUTH AND WEST ELEVATIONS

BUILDING 62 - NEW WORK PARTIAL ELEVATIONS

A100

BUILDING 61 - EXTERIOR WALL PLAN - BASEMENT

A102 BUILDING 61 - EXTERIOR WALL PLAN - SECOND FLOOR

BUILDING 62 - EXTERIOR WALL PLAN - BASEMENT

A106

BUILDING 62 - EXTERIOR WALL PLAN - SECOND FLOOR

G002 GENERAL INFORMATION

A103 BUILDING 61 - EXTERIOR WALL PLAN - ATTIC

BUILDING 62 - ROOF & ELEVATOR MACHINE ROOM PLANS

A108 A109

A201

A305

A307

A306

A500 BUILDING 61 & 62 - DETAILS

BUILDING 61 - DEMOLITION NORTH AND EAST ELEVATIONS

BUILDING 61 - DEMOLITION SOUTH AND WEST ELEVATIONS

BUILDING 61 - DEMOLITION PARTIAL ELEVATIONS

BUILDING 62 - DEMOLITION NORTH AND EAST ELEVATIONS

BUILDING 62 - DEMOLITION SOUTH AND WEST ELEVATIONS

BUILDING 62 - DEMOLITION PARTIAL ELEVATIONS

BUILDING 61 & 62 - STAGING PLAN

BUILDING 62 - PHASE 1 PLAN

BUILDING 61 - PHASE 1 PLAN

AD201

AD202

AD102

AD200

AD105

AD101

AD203

AD204

AD205

A501 A502

BUILDING 61 & 62 - DETAILS

BUILDING 61 & 62 - DETAILS

G003 STANDARD ABBREVIATIONS & SYMBOLS

A503 A504

BUILDING 61 & 62 - DETAILS

BUILDING 61 & 62 - DETAILS

A505 BUILDING 61 & 62 - DETAILS

A506 BUILDING 61 & 62 - DETAILS

BUILDING 62 - PHASE 2 PLAN

BUILDING 61 - PHASE 2 PLAN

AD104

AD103

BUILDING 61 - HAZARDOUS MATERIALS ASBESTOS - ROOF PLANHA100

BUILDING 62 - HAZARDOUS MATERIALS ASBESTOS - ROOF PLANHA101

BUILDING 61 - HAZARDOUS MATERIALS LEAD - FIRST FLOOR

HL100

BUILDING 61 - HAZARDOUS MATERIALS LEAD - ROOF PLAN

HL101

DRAWING LIST

Sheet

Number No.

DWG Sheet Name

S100 BUILDING 61 & 62 - STRUCTURAL NOTES, SPECIAL INSPECTIONS

AND DETAILS

GS101 BUILDING 61 EXISTING CONDITIONS AND DEMOLITION PLAN

BUILDING 61 GRADING & SOIL EROSION CONTROL PLAN

GS104

BUILDING 61 DRAINAGE IMPROVEMENT PLAN

GS102

GS103

GS105

GS106

BUILDING 61 & 62 CONSTRUCTION DETAILSGS107

BUILDING 62 EXISTING CONDITIONS AND DEMOLITION PLAN

BUILDING 62 GRADING & SOIL EROSION CONTROL PLAN

BUILDING 62 DRAINAGE IMPROVEMENT PLAN

A301

A302

A304

A303

BUILDING 61 - DEDUCT ALTERNATE EXTERIOR WALL PLAN -

FIRST FLOOR

BUILDING 61 - DEDUCT ALTERNATE EXTERIOR WALL PLAN -

SECOND FLOOR

BUILDING 62 - DEDUCT ALTERNATE EXTERIOR WALL PLAN -

FIRST FLOOR

BUILDING 62 - DEDUCT ALTERNATE EXTERIOR WALL PLAN -

BASEMENT

BUILDING 62 - HAZARDOUS MATERIALS LEAD - BASEMENT

HL102

BUILDING 62 - HAZARDOUS MATERIALS LEAD - FIRST FLOOR

HL103

BUILDING 61 - LIGHTNING PROTECTION ROOF PLANLP101

LIGHTNING PROTECTION - SYSTEM DETAIL

59 BUILDING 62 - LIGHTNING PROTECTION ROOF PLANLP102

BUILDING 61 - HAZARDOUS MATERIALS LEAD - BASEMENT

HL104

BUILDING 62 - HAZARDOUS MATERIALS LEAD - SECOND FLOOR

HL105

LP103

BUILDING 61 - HAZARDOUS MATERIALS LEAD - SECOND FLOOR

HL106

A308

BUILDING 62 - DEDUCT ALTERNATE WEST & PARTIAL ELEVATIONSA309 39

BUILDING 62 - DEDUCT ALTERNATE EXTERIOR WALL PLAN -

SECOND FLOOR

BUILDING 61 - DEDUCT ALTERNATE NORTH, SOUTH & EAST

ELEVATIONS

BUILDING 61 - DEDUCT ALTERNATE WEST & PARTIAL ELEVATIONS

BUILDING 62 - DEDUCT ALTERNATE NORTH, SOUTH & EAST

ELEVATIONS

BUILDING 62 - HAZARDOUS MATERIALS LEAD - ROOF PLANHL107 57

BUILDING 61

BUILDING 62

A507 BUILDING 61 & 62 - DETAILS47

A. ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN STRICT ACCORDANCE WITH, AND SHALL CONFORM WITH, ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS, TO THE PUBLISHED SPECIFICATIONS AND RECOMMENDED PRACTICES OF THE MANUFACTURERS AND THE APPROPRIATE APPLICABLE STANDARDS. WHERE SUCH CODES, RULES AND REGULATIONS ARE AT VARIANCE WITH THE PLANS AND NOTES, SAID CODES, RULES AND REGULATIONS, ETC SHALL TAKE PRECEDENCE OVER THE PLANS AND NOTES.

B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES INCLUDING ACCESSIBILITY

STANDARDS AND THE REQUIREMENTS OF "ABAAS W/VA SUPPLEMENT" .

C. OWNER SHALL ENGAGE THE INDEPENDENT SPECIAL INSPECTION AGENCY. CONTRACTOR TO NOTIFY INSPECTIOR ON PROGRESS OF CONSTRUCTION AND PROVIDE ACCESS TO THE SITE TO COMPLETE INSPECTIONS. EACH SPECIAL INSPECTOR IS RESPONSIBLE FOR JOB SPECIFIC ITEMS AS DEFINED IN CHAPTER 17 OF THE IBC (AND IN ACCORDANCE WITH THE

SPECIFICATION.)

D. THE CONTRACTOR(S) SHALL VISIT THE SITE AND CORRELATE THE REQUIREMENTS OF THE DOCUMENTS WITH THE EXISTING CONDITIONS. CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED AND COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE WORK IN PLACE. FAILURE TO DO SO WILL NOT RELIEVE CONTRACTOR OF HIS OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISION OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. EACH CONTRACTOR, IN THE CARRYING OUT OF HIS WORK, SHALL EMPLOY SUCH CONSTRUCTION METHODS OR MEANS THAT WILL NOT CAUSE ANY INTERRUPTIONS OR

INTERFERENCE WITHIN THE WORK OF ANY OTHER TRADES.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATERTIGHT INTEGRITY OF THE BUILDING AT ALL TIMES TO THE GOVERNMENT. ALL WATER DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST.

F. DO NOT SCALE DRAWINGS. CONTRACTOR(S) ARE TO VERIFY ALL ON SITE DIMENSIONS AND EXISTING CONDITIONS PRIOR TO WORK OCCURRING. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE GOVERNMENT PRIOR TO STARTING CONSTRUCTION. COMMENCEMENT OF THE WORK BY THE CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING

CONDITIONS.

G. DRAWINGS ARE DIAGRAMMATIC AND SINCE EXISTING CONDITIONS, INCLUDING AREAS ABOVE ACCESSIBLE CEILINGS MAY AFFECT NEW WORK, THE CONTRACTOR SHALL COORDINATE AND ALTER NEW WORK TO PROPERLY FIT THE EXISTING CONDITIONS. THE WORK SHALL BE PERFORMED AT NO EXTRA COST. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. ALL CHANGES MADE TO THE PLANS MUST BE APPROVED BY THE CONTRACTING OFFICER. IF DISCREPANCIES ARE FOUND, THE CONTRACTOR OFFICER SHALL BE NOTIFIED

FOR CLARIFICATION BEFORE COMMENCING WITH THE WORK.

H. SHOULD ANY CONFLICT BE FOUND BETWEEN CONTRACT DOCUMENTS AND THE SPECIFICATIONS, THE SPECIFICATIONS SHALL

OVERRULE THE CONTRACT DRAWINGS.

I. THE APPROVAL OF SUBMITTALS BY THE GOVERNMENT SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL INDICATE ONLY THAT A GENERAL METHOD OF CONSTRUCTION, MATERIALS, DETAILING AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT RELIEVE THE CONTRACTOR OF THE REASONABILITY FOR ANY ERROR, WHICH MAY EXIST, AS THE CONTRACTOR UNDER THE CQC REQUIREMENTS OF THIS CONTRACT, IS RESPONSIBLE FOR THE DIMENSIONS AN DESIGN OF ADEQUATE CONNECTIONS, DETAILS, AND SATISFACTORY CONSTRUCTION OF ALL WORK.

J. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS SHALL NOT BE REVISED BY THE GOVERNMENT AND RETURNED TO THE CONTRACTOR.

K. REPRODUCED CONTRACT DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS.

L. ELEVATOR TO REMAIN CONTINUOUSLY OPERATIONAL FOR THE ENTIRE DURATION OF CONSTRUCTION.

M. ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE NOISE, DUST OR

DISTURBANCE TO OCCUPANTS, ADJACENT SITES OR BUILDINGS.

N. THE BUILDING SHALL REMAIN ACCESSIBLE TO THE GOVERNMENT AT ALL TIMES. CONTRACTOR SHALL PROVIDE PROTECTION

FOR THE GENERAL PUBLIC AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION SITE. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE CONTROL OF SAFE INGRESS AND EGRESS OF THE PREMISES. FIRE EXITS SHALL NOT BE

BLOCKED AT ANY TIME. GC TO PROVIDE VA ACCESS TO OPERATING EQUIPMENT AT ALL TIMES

O. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHEN SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

P. DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS

THROUGHOUT. DETAILS NOTED "TYP." IMPLY ALL CONDITIONS ARE TREATED SIMILARLY.

Q. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE

WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS.

R. SOME MASONRY AND STEEL STUD DIMENSIONS SHOWN ON THE DRAWINGS ARE NOMINAL DIMENSIONS. CONTRACTOR(S)

TO FIELD VERIFY ALL DIMENSIONS.

S. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE NOT GUARANTEED CONDITIONS, DIMENSIONS, AND MATERIALS REQUIRED FOR THE CONTRACTED WORK. REPORT ALL DISCREPANCIES TO THE ARCHITECT PRIOR TO FABRICATION AND

ERECTION.

T. STAGING AREA SHALL BE IN PARKING LOT L. SUBMIT A PLAN WITH THE PROPOSED LOCATION IN PARKING LOT L TO THE COR FOR APPROVAL PRIOR TO THE START OF WORK. STAGING AREA WILL BE DEDICATED TO THIS PROJECT ONLY AND NOT

SHARED WITH ANY OTHER CONSTRUCTION PROJECTS.

U. PRIOR TO THE START OF WORK AT EACH BUILDING, OSHA COMPLIANT SIDEWALK OVERHEAD PROTECTION CANOPIES SHALL BE INSTALLED AT EVERY EXTERIOR DOOR AND WALKWAY BELOW THE SCAFFOLDING. ALL WORK AREAS, INCLUDING STAGING, ARE TO BE SECURED WITH AN EIGHT (8) FOOT HIGH TEMPORARY CHAIN LINK CONSTRUCTION FENCE.

GENERAL NOTES: V. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE SCAFFOLDING AND OVERHEAD PROTECTION CANOPY FOR APPROVAL PRIOR TO START OF WORK. SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER.

THE SCAFFOLDING SYSTEM AND DEBRIS NETTING SYSTEM SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS TO THE WORK AREA.THE PROJECT SUPERVISOR AND COMPETENT PERSON SHALL INSPECT THE SCAFFOLDING DAILY.

W. EXISTING ACCESS TUNNELS ARE PERMANENT STRUCTURES AND ARE NOT IN CONTRACT/SCOPE. PROTECT FROM DAMAGE AS

NEEDED.

X. PROTECT ALL EXISTING HVAC EQUIPMENT (CONDENSING UNITS, WINDOW AC UNITS, OUTSIDE AIR INTAKES, ETC.) FROM

CONSTRUCTION DEBRIS.

Y. SAW-CUT AND TUCKPOINT AS CLOSE AS POSSIBLE TO EXISTING SIGNAGE, ELECTRICAL DISCONNECTS, HVAC DUCTS, AC PIPING, ETC.

Z. PLUG ABANDONED STORM DRAIN WITH MIN. 2" OF CONCRETE OVER GRAVEL FILL, FLUSH WITH TOP OF EXISTING LEADER

RECEPTOR, ABOVE GRADE. SEE CIVIL DRAWINGS.

AA. ALL EQUIPMENT EXCEPT FOR THAT WHERE REFRIGERANT PIPING GOING THROUGH THE GUTTER/SOFFIT HAVE TO BE REMAIN

OPERATIONAL FOR THE ENTIRE DURATION OF THE PROJECT.

AB. THE TERM 'PATCH TO MATCH' OR 'CUTTING AND PATCHING' DENOTES THAT REPAIR WORK IS NECESSARY TO CONSTRUCT A FLOOR, BASE, WAINSCOT, WALL OR CEILING TO MATCH ITS ADJACENT SURFACE, TEXTURE, MATERIAL, FINISH AND COLOR OF

ADJACENT EXISTING SURFACES.

AC. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY

NOTIFY THE ARCHITECT AND OWNER.

AD. WHERE EXISTING PARTITIONS OR SERVICES HAVE BEEN REMOVED, OR NEW SERVICES PENETRATE EXISTING SURFACES, THE OPENINGS SHALL BE PATCHED TO MATCH THE EXISTING SURFACE FINISH, TEXTURE, AND SHEEN.

AE. WHERE NEW OPENINGS OCCUR IN A STRUCTURAL BEARING WALL, CONTRACTOR IS RESPONSIBLE FOR TEMPORARY

SUPPORTS AND/OR SHORING AS REQUIRED FOR INSTALLATION OF LINTELS.

AF. CLEAN ALL BRICK MASONRY WALL SURFACE WITH A ENVIRONMENTALLY FRIENDLY NON-IONIC DETERGENT/CLEANER SUCH AS PROSOCO ENVIRON KLEAN (EK RESTORATION CLEANER) OR APPROVED EQUAL. A PRE-WASH SUCH AS PROSOCO SURE KLEAN 766 LIMESTONE & MASONRY PRE-WASH SHALL BE USED ON HEAVILY STAINED AREA'S USING THE MILDEST SOLUTION POSSIBLE. THE CONTRACTOR SHALL PRE-TEST A AREA PRIOR TO FULL APPLICATION PER MANUFACTURE RECOMMENDATIONS USING DILUTED SOLUTIONS. FOLLOWING THE MANUFACTURE INSTRUCTIONS DO A SERIES OF TEST PANELS UNTIL THE DIRT/GRIME BUILDUP IS RELEASED AND THE ORIGINAL SURFACE COLOR IS EXPOSED. PRE-WET AREA WITH FRESH WATER, APPLY SOLUTION WITH A PAINT BRUSH OR ROLLER, WORKING FROM THE BOTTOM UP, LEAVE SITE FOR AT LEAST 20 MINUTES BUT DO NOT ALLOW TO DRY, RINSE THOROUGHLY WITH FRESH WATER FROM THE BOTTOM UP. THE CONTRACTOR SHALL ALLOW FOR A MINIMUM OF 4 APPLICATIONS (AS UP TO 4-5 APPLICATIONS MAY BE REQUIRED TO ACHIEVE THE DESIRED RESULTS, IF LESS APPLICATIONS ARE NEEDED, REVIEW THE CLEANING WITH THE COR, FOR APPROVAL).

AG. CLEAN ALL CAST-IN-PLACE CONCRETE AND CAST STONE COMPONENTS WITH A ENVIRONMENTALLY FRIENDLY NON-IONIC DETERGENT/CLEANER SUCH AS PROSOCO SURE KLEAN CUSTOM MASONRY CLEANER, OR APPROVED EQUAL, APPLIED VIA LOW PRESSURE POWER WASH (MAX 40 PSI), USING THE MILDEST SOLUTION POSSIBLE, WORKING FROM THE BOTTOM TO THE TOP. THE CONTRACTOR SHALL PRE-TEST A AREA PRIOR TO FULL APPLICATION PER MANUFACTURE RECOMMENDATIONS USING DILUTED SOLUTIONS. FOLLOWING THE MANUFACTURE INSTRUCTIONS DO A SERIES OF TEST PANELS UNTIL THE DIRT/GRIME BUILDUP IS RELEASED AND THE ORIGINAL SURFACE COLOR IS EXPOSED. AFTER THE FIRST APPLICATION, LET THE PRODUCT SOAK FOR 2-3 MINUTES WITHOUT LETTING PRODUCT DRY. REAPPLY CLEANER WORKING FROM BOTTOM TO THE TOP , SCRUB OR SCRAP AREAS OF HEAVY STAINING USING WOOD BLOCKS OR NON-METALLIC SCRAPERS.

AH. CLEAN ALL LIMESTONE SILLS, BANDING, AND INFILL AREA'S BY APPLYING / SOAKING NEUTRAL PH WATER FOR A EXTENDED AMOUNT OF TIME (TAP WATER MAY BE USED AFTER TESTING CONFIRMS PH LEVEL) WITH A MILD BRUSHING USING A STANDARD MASONRY BRUSH. A LOW PRESSURE GARDEN HOSE OR SPRINKLER STYLE OF RINSING SHALL THEN BE APPLIED. IF THIS METHOD DOES NOT ACHIEVE THE LEVEL OF CLEANLINESS DESIRED. THE CONTRACTOR SHALL ALLOW FOR PRE-SOAKING THE FACADES, WITH PROSOCO SURE KLEAN 766 LIMESTONE & MASONRY PRE-WASH (OR APPROVED EQUAL), USING A BRUSH OR A ROLLER TO FREE UP DIRT AND STAINING USING THE MILDEST SOLUTION POSSIBLE. THE CONTRACTOR SHALL PRE-TEST A AREA PRIOR TO FULL APPLICATION, FOLLOWING THE MANUFACTURE INSTRUCTIONS, DO A SERIES OF TEST PANELS UNTIL THE DIRT/GRIME BUILDUP IS RELEASED AND THE ORIGINAL SURFACE COLOR IS EXPOSED . AFTER ALLOWING THE PRODUCT TO SOAK INTO THE FINISH, PER THE MANUFACTURE RECOMMENDATIONS AND BEFORE THE AREA IS ALLOWED TO DRY, SHOULD BE RINSED BOTTOM TO TOP W/ A LOW PRESSURE POWER WASH (MAX 600 PSI) AND WATER. TREATED SURFACES MUST THEN BE NEUTRALIZED AFTER RINSING USING PROSOCO SURE KLEAN LIMESTONE & MASONRY AFTER-WASH, APPLIED PER MANUFACTURE RECOMMENDATIONS, AND THEN RINSED A FINAL TIME BOTTOM TO TOP W/ A LOWER PRESSURE POWER

WASH (MAX 600 PSI) AND WATER.

AI. DEMOLISH ALL STORMWATER DOWNSPOUTS, REPLACE WITH NEW STORMWATER DOWNSPOUTS OF EQUAL SIZE/PROFILE AS THE EXISTING, SECURELY FITTED INTO INTERNAL GUTTER ABOVE AS DETAILED ON GS107; INSTALL USING STAINLESS STEEL COPPER PLATED FASTENERS; REMOVE, CLEAN, PAINT. REPLACE EXISTING CAST IRON LEADERS & DRAINAGE BOOTS AS NOTED ON THE CIVIL DRAWINGS GS105 & GS106; INSTALL USING COPPER PLATED STAINLESS STEEL FASTENERS; AT STORMWATER LEADERS AND DOWNSPOUTS WHERE NO CAST IRON DRAINAGE BOOT NOW EXISTS, FURNISH NEW; PAINT; INSTALL USING STAINLESS STEEL FASTENERS. (TYPICAL FOR ALL STORMWATER LEADERS, DOWNSPOUTS, AND CAST IRON DRAINAGE BOOTS).

AJ. ALL VOIDS IN WALL / PIPE PENETRATIONS FOR ROOF DRAINS & HVAC/MECHANICAL PIPING AND/OR DUCTWORK NEED TO BE

SEALED PER MANUFACTURE'S RECOMMENDATION.

AK. AFTER COMPLETION OF WORK AT EACH BUILDING, THE OSHA COMPLIANT SCAFFOLDING SYSTEM, OSHA COMPLIANT DEBRIS NETTING SYSTEM, SIDEWALK OVERHEAD PROTECTION CANOPY, AND OTHER BARRIERS SHALL BE REMOVED IN THEIR ENTIRETY. THE CONTRACTOR SHALL ALSO PERFORM SITE REMEDIATION OF ASBESTOS CONTAINING DEBRIS AND LEAD BASED

PAINT DEBRIS LEFT AFTER ABATEMENT OPERATIONS.

A. THE SCOPE OF DEMOLITION WORK, SPECIFICALLY CUTTING AND PATCHING, SHALL NOT BE LIMITED TO AREAS BEING RENOVATED BUT SHALL INCLUDE ALL WORK NECESSARY TO COMPLETE THE FINISHED PROJECT TO THE

SATISFACTION OF THE GOVERNMENT.

B. PRIOR TO START OF DEMO, INSPECT AREA'S IN WHICH WORK WILL BE PERFORMED. NOTE EXISTING CONDITIONS OF STRUCTURE SURFACES, EQUIPMENT, OR SURROUNDING PROPERTY THAT COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK; FILE WITH GOVERNMENT PRIOR TO STARTING

WORK.

C. THE GOVERNMENT ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF THE SITES OR STRUCTURES TO BE

DEMOLISHED OR REMOVED.

D. ALL DEMOLITION ACTIVITIES, CUTTING AND PATCHING REQUIRED IN CONNECTION WITH THE WORK SHALL BE PERFORMED BY MECHANICS OF THE SPECIFIC TRADE INVOLVED AND AS REQUIRED TO EXECUTE EACH LINE OF WORK. ALL PATCHING SHALL BE FINISHED TO MATCH ADJACENT SURFACES EITHER NEW OR EXISTING TO

REMAIN.

E. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN A MANNER TO ENSURE MINIMUM

INTERFERENCE WITH WALK WAYS IN OTHER ADJACENT OCCUPIED AND ACTIVE FACILITIES.

F. PROVIDE BARRICADES, WARNING SIGNS, AND LIGHTS AT OPENINGS AND OTHER AREAS HAZARDOUS TO PEDESTRIANS AND TRAFFIC. KEEP CONSTRUCTION DEBRIS CLEAR OF TRAFFIC AREAS. PROJECT SITE SHALL REMAIN SECURED AT ALL TIMES. CONTRACTOR SHALL INSTALL TEMPORARY FENCING SO THAT A CLOSED PERIMETER OF WORK IS MAINTAINED AT ALL TIMES. TEMPORARY FENCING SHALL NOT BE ADJUSTED FOR EQUIPMENT / CONSTRUCTION UNLESS APPROVED BY THE COR. CONTRACTOR SHALL NOTIFY THE COR 14

CALENDAR DAYS IN ADVANCE OF ANY REQUESTED CHANGE IN FENCE LOCATION.

G. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE REGULATIONS AND GUIDELINES SET FORTH BY ALL AGENCIES HAVING JURISDICTION OVER THE WORK. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES, LATEST

EDITION.

H. CONTRACTOR SHALL REMOVE AND RELOCATE ALL EXISTING CONSTRUCTION, EQUIPMENT, CONDUITS, PIPING, WIRING, UTILITIES, ETC THAT MAY INTERFERE WITH NEW CONSTRUCTION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

I. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND SHALL REPAIR AND/OR

REPLACE ANY ITEM DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST.

J. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF GOVERNMENT PROPERTY.

K. DUST CONTROL SHALL BE IN ACCORDANCE W/ NY STATE STANDARDS AND SPECIFICATIONS.

L. ANY EXISTING CONSTRUCTION THAT IS TO REMAIN IN PLACE IF DAMAGED DURING PERFORMANCE OF WORK UNDER THIS CONTRACT SHALL BE RESTORED TO IT'S ORIGINAL CONDITION TO THE SATISFACTION OF THE

GOVERNMENT AND AT THE CONTRACTORS SOLE EXPENSE.

M. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS WITHIN THE PROJECT LIMITS FROM THE NOTICE TO PROCEED DATE THROUGHOUT THE DURATION OF THE PROJECT. MOW AREAS TO A MAXIMUM AVERAGE HEIGHT OF 3-INCHES FOR SPRING/SUMMER MAINTENANCE AND TO A MAXIMUM AVERAGE OF

6-INCHES FOR FALL/WINTER MAINTENANCE.

N. ALL DESIGNS WILL BE DEVELOPED IN ACCORDANCE WITH VA GUIDELINES AND SPECIFICATIONS OUTLINED IN THE SCOPE OF WORK FOR PROJECT #632-16-103 AS WELL AS THE PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL

COMPLYING WITH CHAPTER 6 BUILDING ENVELOPE REQUIREMENTS.

· PER SECTION 6.3.2.1 ALTERATION / RENOVATION OF EXISTING FACILITIES REGARDING FENESTRATION: FOR RENOVATIONS IN WHICH THE GLAZING IS NOT REPLACED, USE A MECHANICALLY ANCHORED OR WET GLAZED ATTACHED MINIMUM 7-MIL THICK ANTI-SHATTER FILM APPLIED TO THE INSIDE FACE OF THE GLASS (OR EQUIVALENT) ; PERFORMANCE OF THE SELECTED SYSTEM MUST BE DEMONSTRATED WITH GLAZING HAZARD CALCULATIONS OR BLAST TEST DATA, WHICH MUST BE OF SIMILAR SIZED GLASS PANELS AND BLAST

LOAD INTENSITY, IN ACCORDANCE WITH ASTM F1642.

· PER SECTION 6.5.2 ALTERATION/RENOVATION OF EXISTING FACILITIES REGARDING ROOF STRUCTURE: FOR UPGRADES IN WHICH AN ELEMENT OF THE ROOF STRUCTURE IS BEING REPLACED, THE REPLACEMENT ELEMENT AND ITS CONNECTIONS MUST COMPLY WITH THE REQUIREMENTS DEFINED IN SECTION 6.5.1 ROOF STRUCTURE. HOWEVER, WHEN EXISTING ROOF FRAMING IS NOT REPLACED OR STRENGTHENED ANY REPLACED DECKING MUST BE DESIGNED TO THE CALCULATED BLAST LOADS (AS LIMITED BY THE GP VALUES), BUT THE DECK CAPACITY MUST BE NO GREATER THAN THE CAPACITY OF THE EXISTING BEAMS THAT

SUPPORT THE DECK.

GENERAL DEMOLITION NOTES:

G002

GENERAL INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

anchor bolt above air conditioning acoustic(al) acoustical ceiling tile adjacent above finish floor alternate aluminum anodized approximate architect(ural) automatic ab abv a/c acous act adj aff alt alum anod approx arch auto board between building block(ing) bulkhead beam bottom bridging bearing brick basement built-up roofing bd betw bldg blk blkhd bm bot brdg brg brk bsmt bur cfm cg ci cj clg cl clr cll cntr cmu co col conc conn const cont coord corr cs ctr cubic feet per minute corner guard cast iron control joint ceiling closet clear contract limit line counter concrete masonry unit cased opening/clean out column concrete connection construction continuous coordinate corridor course center d dbl deg demo dia dim disp dn dr ds det dwg dwr dw depth double degrees demolition diameter dimension dispenser down door down spout detail drawing drawer drywall each electrical contractor exterior insulation and finish system expansion joint electric elevator/elevation emergency equal equipment exposed structure existing to remain each way electric water cooler exhaust existing expansion exposed exterior ea ec eifs ej elec elev emerg eq equip es etr ew ewc exh exist exp exp'd ext fire alarm face brick fan coil unit face to face floor drain foundation fire extinguisher fire extinguisher cabinet fire hose cabinet finish floor fluorescent fire resistant fa fb fcu f/f fd fdn fe fec fhc fin flr fluor fr ga galv gc gl gr gyp bd gauge galvanized general contractor glass grade gypsum board h hb hc hdbd hdcpd hdwr hdwd hm horiz hpdl hr ht htg htr hvac hw hwh high hose bibb hollow core hardboard handicapped hardware hardwood hollow metal horizontal high pressure decorative laminate hour height heating heater heating, ventilation air conditioning hot water hot water heater id in incl insul int inside diameter inch include (inclusive) insulation interior janitor joint jan jt knock down knock out kd ko l lam lav lb lf lim lt ltg lvr length (long) laminate(d) lavatory pound linear feet (foot) limited light lighting louver marb mas mat max mech memb mfr mh min marble masonry material maximum mechanical membrane manufacturer manhole minimum not applicable not in contract number nominal not to scale n/a nic no nom nts owner overall on center on center above finish floor outside diameter overhead door opposite hand overflow roof drain out to out opening opposite optional o oa oc ocaff od ohdr oph ovrd o/o op'g opp opt plbg pmld pnl plywd pol pp pr prefin prefab proj psc psf psi pt ptd ptn pvc pvmt plumbing premoulded panel plywood polished push plate pair prefinished prefabricated projection pre-stress concrete pounds per square foot pounds per square inch point painted polyvinylchloride pavement qty quantity r ra rad rag rd rec ref reg reinf req'd riser return air radius return air grille roof drain receptacle refrigerator register reinforcement (reinforcing) required solid core schedule smoke detector saddle section sheet similar stand pipe specifications speaker sprinkler single ply roofing square square inch square yard stainless steel/ slop sink standard steel storage structure(al) suspended systems sc sched sd sdl sect sht sim sp spec spkr spklr spr sq sq in sy ss std stl stor struc sucp sys t t/g or t&g tg td tel temp temp'd terr thk thld toc tos tod tom toj top tow typ thread tongue and groove tempered glass trench drain telephose temporary tempered terrazzo thick threshold top of concrete (top of curb) top of steel top of deck top of masonry top of joist top of parapet top of wall typical undercut underground unfinished unlimited unless noted otherwise urinal uc ug unfin unlim uno ur v vert vest vif vendor vertical vestibule verify in field w w/ w/o w/w wc wd wh win wg wt wwf width with without wall to wall water closet wood water heater window wire glass weight welded wire fabric yd yard c c/c cab't cb cem cl contractor center to center cabinet catch basin cement center line fire-retardant treated fire-retardant treated wood feet footing furring fire valve cabinet frt frtwd ft ftg furr fvc misc mo mtd mtg mtl mull miscellaneous masonry opening mounted mounting metal mullion pbd pcf perim pg bd pl plas particle board pounds per cubic foot perimeter peg board plate plastic res ret rev rm ro rvs resilient return revised (revision) room rough opening reverse

Building, wall and detail section mark

Interior/exterior elevation reference

Enlarged plan or detail reference

Column reference grids

Revision reference number

Keynote

Window type

New level line, control point, or datum

New door

Indicates drawing sheet on which plan/detail is shown.

Indicates detail number

Indicates drawing sheet on which elevation is shown

Indicates elevation number

Indicates drawing sheet on which section is shown

Indicates section number

Door number468

XX

A

A2-1

A2-1

A2-1

A

Crown typeXX

Wall finish

A

New Existing

XX

XXX-XX Ceiling Type Ceiling HeightXX'-XX"

Wall type1

STANDARD ABBREVIATIONS:

SYMBOLS:

plam plastic laminate

P.E. professional engineer joistjst

G003

STANDARD ABBREVIATIONS &

SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

6 0 S B L V D

R E

C O

V E

R Y

L

N

O

PE

N

IN

G

OPENING

6 0 S B L V D

R E

C O

V E

PHASE 1

AREA OF SCOPE

KEY NOTES:

EXISTING CONNECTING CORRIDOR, NOT IN SCOPE,

PROTECT FROM DAMAGE AS REQUIRED.2

SIDEWALK OVERHEAD PROTECTION CANOPY

AT EXTERIOR DOOR LOCATIONS (TYP.)3

EXISTING CONDENSING UNITS TO REMAIN.4

GENERAL NOTES:

8'-0" HIGH CONSTRUCTION FENCE AROUND

THE BUILDING.

PROPOSED DUMPSTER, CHUTE AND OSHA COMPLAINT

SCAFFOLDING LOCATION. CONTRACTOR TO SUBMIT A

PLAN LOCATION. PROPOSED LOCATION TO BE SUBMITTED

BY THE CONTRACTOR FOR VA APPROVAL AND TO BE

COORDINATED WITH THE COR.

LOCATION OF EXISTING HYDRANT. ENSURE THAT FREE

ACCESS FROM STREET FOR FIRE HYDRANTS AND TO OUTSIDE

CONNECTIONS FOR STANDPIPES, SPRINKLERS, OR ANOTHER

FIRE EXTINGUISHING EQUIPMENT WHETHER TEMPORARY OR

PERMANENT SHALL BE PROVIDED AND MAINTAINED AT ALL

TIMES.

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS

SIGNED AND SEALED BY P.E., FOR OVERHEAD

PROTECTION CANOPY AND SCAFFOLDING FOR

REVIEW AND APPROVAL. (SEE DETAIL 4 & 5 /

A506)

2. ENSURE CANOPY EXTEND BEYOND DOOR TO

ENSURE SAFETY ON EITHER SIDE AND KEEP ENTRY

TO THE BUILDING ALWAYS ACCESSIBLE.

3. CONTRACTOR TO PROTECT ALL DRY COOLERS,

PACKAGE AIR HANDLING UNIT, CONDENSING

UNITS AND EMERGENCY GENERATORS FROM ANY

DAMAGE. CONTRACTOR TO HOSE DOWN THE

CONDENSER COIL AND KEEP IT FREE FROM

DUST/DEBRIS BUILDING UP ESPECIALLY DURING

TUCKPOINTING ACTIVITY WHICH GENERATES A

SIGNIFICANT AMOUNT OF DUST.

4. GRADING SHALL BE RESTORED AND ANY LAWN

SHALL BE SEEDED AND WATERED SO AS TO

RESTORE THE SITE TO PRE-CONSTRUCTION

CONDITION.

5. PROTECT OUTSIDE AIR INTAKES DURING ALL

TUCKPOINTING ACTIVITIES.

6. CONTRACTOR WILL BEGIN AT THE STREETSIDE OF

THE BUILDINGS BY INSTALLING OVERHEAD

CANOPY PROTECTION AT ALL POINTS OF EGRESS

WITHIN THE AREA OF SCOPE AS SHOWN IN PLAN

AND PER THE APPROVED SCAFFOLDING SHOP

DRAWINGS.. A 8'-0” HIGH CONSTRUCTION FENCE

IS TO BE INSTALLED AROUND THE PERIMETER,

MAINTAINING ALL EXISTING POINTS OF EGRESS.

PROTECTION IS TO BE PROVIDED AROUND ALL

EXTERIOR HVAC EQUIPMENT AND SURROUNDING

/ ADJACENT STRUCTURES. ONCE THE AREA IS

SECURED, THE CONTRACTOR CAN ERECT THE

OSHA APPROVED SCAFFOLDING & NETTING

SYSTEM, SCAFFOLDING CHUTES AND DUMPSTER

CAN BE LOCATED AS NEEDED. WITH APPROVAL

OF THE COR, DEMOLITION CAN THEN BEGIN ON

THE ROOF REPLACEMENT AND REPAIRS ON THE

FACADES AS NOTED ON THE ELEVATIONS.

ADJACENT EXISTING STRUCTURE, PROTECT AS NEEDED.7

EXISTING COURTYARD ACCESS

PROVIDE OSHA COMPLIANT SCAFFOLDING AROUND

BUILDING FOR REPAIRS W/ OSHA COMPLIANT DEBRIS

NETTING SYSTEM (TYP.) AROUND BUILDING.

SYMBOLS:

HYDRANT

LEGEND:

OVERHEAD

PROTECTION

CANOPY

AD101

BUILDING 61 - PHASE 1 PLAN

SCALE: 3/32"=1'-0"

BUILDING 61 - PHASING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

SE

E

AD

AutoCAD SHX Text

AutoCAD SHX Text A200

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A200

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A204

AutoCAD SHX Text

6 0 S B L V D

B A

C K

G A

T E

D

OPENING

6 0 S B L V D

B A

C K

G A

PHASE 1

AREA OF SCOPE

GENERAL NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS

SIGNED AND SEALED BY P.E., FOR OVERHEAD

PROTECTION CANOPY AND SCAFFOLDING FOR

REVIEW AND APPROVAL. (SEE DETAIL 4 & 5 /

A506)

2. ENSURE CANOPY EXTEND BEYOND DOOR TO

ENSURE SAFETY ON EITHER SIDE AND KEEP ENTRY

TO THE BUILDING ALWAYS ACCESSIBLE.

3. CONTRACTOR TO PROTECT ALL DRY COOLERS,

PACKAGE AIR HANDLING UNIT, CONDENSING

UNITS AND EMERGENCY GENERATORS FROM ANY

DAMAGE. CONTRACTOR TO HOSE DOWN THE

CONDENSER COIL AND KEEP IT FREE FROM

DUST/DEBRIS BUILDING UP ESPECIALLY DURING

TUCKPOINTING ACTIVITY WHICH GENERATES A

SIGNIFICANT AMOUNT OF DUST.

4. GRADING SHALL BE RESTORED AND ANY LAWN

SHALL BE SEEDED AND WATERED SO AS TO

RESTORE THE SITE TO PRE-CONSTRUCTION

CONDITION.

5. PROTECT OUTSIDE AIR INTAKES DURING ALL

TUCKPOINTING ACTIVITIES.

6. CONTRACTOR WILL BEGIN AT THE STREETSIDE OF

THE BUILDINGS BY INSTALLING OVERHEAD

CANOPY PROTECTION AT ALL POINTS OF EGRESS

WITHIN THE AREA OF SCOPE AS SHOWN IN PLAN

AND PER THE APPROVED SCAFFOLDING SHOP

DRAWINGS.. A 8'-0” HIGH CONSTRUCTION FENCE

IS TO BE INSTALLED AROUND THE PERIMETER,

MAINTAINING ALL EXISTING POINTS OF EGRESS.

PROTECTION IS TO BE PROVIDED AROUND ALL

EXTERIOR HVAC EQUIPMENT AND SURROUNDING

/ ADJACENT STRUCTURES. ONCE THE AREA IS

SECURED, THE CONTRACTOR CAN ERECT THE

OSHA APPROVED SCAFFOLDING & NETTING

SYSTEM, SCAFFOLDING CHUTES AND DUMPSTER

CAN BE LOCATED AS NEEDED. WITH APPROVAL

OF THE COR, DEMOLITION CAN THEN BEGIN ON

THE ROOF REPLACEMENT AND REPAIRS ON THE

FACADES AS NOTED ON THE ELEVATIONS.

KEY NOTES:

SIDEWALK OVERHEAD PROTECTION CANOPY

AT EXTERIOR DOOR LOCATIONS (TYP.)3

EXISTING CONDENSING UNITS TO REMAIN.4

PROPOSED DUMPSTER, CHUTE AND OSHA

COMPLAINT SCAFFOLDING LOCATION.

CONTRACTOR TO SUBMIT A PLAN LOCATION.

PROPOSED LOCATION TO BE SUBMITTED BY THE

CONTRACTOR FOR VA APPROVAL AND TO BE

COORDINATED WITH THE COR.

ADJACENT EXISTING STRUCTURE, PROTECT AS

NEEDED.7

EXISTING CONNECTING CORRIDOR, NOT IN SCOPE,

PROTECT FROM DAMAGE AS REQUIRED.

8'-0" HIGH CONSTRUCTION FENCE AROUND

THE BUILDING.

PROVIDE OSHA COMPLIANT SCAFFOLDING

AROUND BUILDING FOR REPAIRS W/ OSHA

COMPLIANT DEBRIS NETTING SYSTEM (TYP.)

AROUND BUILDING.

LOCATION OF EXISTING HYDRANT. ENSURE THAT FREE

ACCESS FROM STREET FOR FIRE HYDRANTS AND TO

OUTSIDE CONNECTIONS FOR STANDPIPES, SPRINKLERS,

OR ANOTHER FIRE EXTINGUISHING EQUIPMENT

WHETHER TEMPORARY OR PERMANENT SHALL BE

PROVIDED AND MAINTAINED AT ALL TIMES.

SYMBOLS:

HYDRANT

LEGEND:

OVERHEAD

PROTECTION

CANOPY

AD102

BUILDING 62 - PHASE 1 PLAN

SCALE: 3/32"=1'-0"

BUILDING 62 - PHASING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

SE

E

AD

AutoCAD SHX Text

AutoCAD SHX Text A200

AutoCAD SHX Text

AutoCAD SHX Text A203

AutoCAD SHX Text

AutoCAD SHX Text A204

AutoCAD SHX Text

AutoCAD SHX Text A203

AutoCAD SHX Text

AutoCAD SHX Text A204

6 0 S B L V D

R E

C O

V E

OPENING

OPENING

OPENING

6 0 S B L V D

R E

C O

V E

PHASE 2

AREA OF SCOPE

KEY NOTES:

EXISTING CONNECTING CORRIDOR, NOT IN SCOPE,

PROTECT FROM DAMAGE AS REQUIRED.2

SIDEWALK OVERHEAD PROTECTION CANOPY AT

EXTERIOR DOOR LOCATIONS AS INSTALLED DURING

PHASE 1 TO REMAIN DURING PHASE 2 WORK, APPROVAL

FROM COR IS REQUIRED PRIOR TO REMOVAL.

EXISTING CONDENSING UNITS TO REMAIN.4

GENERAL NOTES:

8'-0" HIGH CONSTRUCTION FENCE AROUND THE BUILDING.

PROPOSED DUMPSTER, CHUTE AND OSHA COMPLAINT

SCAFFOLDING LOCATION. CONTRACTOR TO SUBMIT A

PLAN LOCATION. PROPOSED LOCATION TO BE SUBMITTED

BY THE CONTRACTOR FOR VA APPROVAL AND TO BE

COORDINATED WITH THE COR.

LOCATION OF EXISTING HYDRANT. ENSURE THAT FREE

ACCESS FROM STREET FOR FIRE HYDRANTS AND TO

OUTSIDE CONNECTIONS FOR STANDPIPES, SPRINKLERS,

OR ANOTHER FIRE EXTINGUISHING EQUIPMENT

WHETHER TEMPORARY OR PERMANENT SHALL BE

PROVIDED AND MAINTAINED AT ALL TIMES.

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS SIGNED

AND SEALED BY P.E., FOR OVERHEAD PROTECTION

CANOPY AND SCAFFOLDING FOR REVIEW AND

APPROVAL. (SEE DETAIL 4 & 5/A506)

2. ENSURE CANOPY EXTEND BEYOND DOOR TO ENSURE

SAFETY ON EITHER SIDE AND KEEP ENTRY TO THE

BUILDING ALWAYS ACCESSIBLE.

3. CONTRACTOR TO PROTECT ALL DRY COOLERS,

PACKAGE AIR HANDLING UNIT, CONDENSING UNITS

AND EMERGENCY GENERATORS FROM ANY DAMAGE.

CONTRACTOR TO HOSE DOWN THE CONDENSER COIL

AND KEEP IT FREE FROM DUST/DEBRIS BUILDING UP

ESPECIALLY DURING TUCKPOINTING ACTIVITY WHICH

GENERATES A SIGNIFICANT AMOUNT OF DUST.

4. GRADING SHALL BE RESTORED AND ANY LAWN SHALL

BE SEEDED AND WATERED SO AS TO RESTORE THE

SITE TO PRE-CONSTRUCTION CONDITION.

5. PROTECT OUTSIDE AIR INTAKES DURING ALL

TUCKPOINTING ACTIVITIES.

6. CONTRACTOR WILL BEGIN AT THE COURTYARD SIDE

OF THE BUILDINGS BY INSTALLING OVERHEAD

CANOPY PROTECTION AT ALL POINT OF EGRESS

WITHIN THE AREA OF SCOPE AS SHOWN IN PLAN AND

PER THE APPROVED SCAFFOLDING SHOP DRAWINGS.

A 8'-0” HIGH CONSTRUCTION FENCE IS TO BE

INSTALLED AROUND THE PERIMETER, MAINTAINING

ALL EXISTING POINTS OF EGRESS. PROTECTION IS TO

BE PROVIDED AROUND ALL EXTERIOR HVAC

EQUIPMENT AND SURROUNDING / ADJACENT

STRUCTURES. ONCE THE AREA IS SECURED, THE

CONTRACTOR CAN ERECT THE OSHA APPROVED

SCAFFOLDING & NETTING SYSTEM, SCAFFOLDING

CHUTES AND DUMPSTER CAN BE LOCATED AS

NEEDED. WITH APPROVAL OF THE COR, DEMOLITION

CAN THEN BEGIN ON THE ROOF REPLACEMENT AND

REPAIRS ON THE FACADES AS NOTED ON THE

ELEVATIONS.

ADJACENT EXISTING STRUCTURE, PROTECT AS NEEDED.7

EXISTING COURTYARD ACCESS.

PROVIDE SCAFFOLDING AROUND BUILDING AS

NEEDED FOR REPAIR WITH OSHA COMPLAINT

SCAFFOLDING WITH OSHA COMPLIANT DEBRIS

NETTING SYSTEM (TYP.) AROUND BUILDING.

SYMBOLS:

HYDRANT

LEGEND:

OVERHEAD

PROTECTION

CANOPY

AD103

BUILDING 61 - PHASE 2 PLAN

SCALE: 3/32"=1'-0"

BUILDING 61 - PHASING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

SE

E

AD

AutoCAD SHX Text

AutoCAD SHX Text A200

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A200

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A204

6 0 S B L V D

B A

C K

G A

OPENING OPENING

OPENING

6 0 S B L V D

B A

C K

G A

PHASE 2

AREA OF SCOPE

GENERAL NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS SIGNED

AND SEALED BY P.E., FOR OVERHEAD PROTECTION

CANOPY AND SCAFFOLDING FOR REVIEW AND

APPROVAL. (SEE DETAIL 4 & 5/A506)

2. ENSURE CANOPY EXTEND BEYOND DOOR TO ENSURE

SAFETY ON EITHER SIDE AND KEEP ENTRY TO THE

BUILDING ALWAYS ACCESSIBLE.

3. CONTRACTOR TO PROTECT ALL DRY COOLERS,

PACKAGE AIR HANDLING UNIT, CONDENSING UNITS

AND EMERGENCY GENERATORS FROM ANY DAMAGE.

CONTRACTOR TO HOSE DOWN THE CONDENSER COIL

AND KEEP IT FREE FROM DUST/DEBRIS BUILDING UP

ESPECIALLY DURING TUCKPOINTING ACTIVITY WHICH

GENERATES A SIGNIFICANT AMOUNT OF DUST.

4. GRADING SHALL BE RESTORED AND ANY LAWN SHALL

BE SEEDED AND WATERED SO AS TO RESTORE THE

SITE TO PRE-CONSTRUCTION CONDITION.

5. PROTECT OUTSIDE AIR INTAKES DURING ALL

TUCKPOINTING ACTIVITIES.

6. CONTRACTOR WILL BEGIN AT THE COURTYARD SIDE

OF THE BUILDINGS BY INSTALLING OVERHEAD

CANOPY PROTECTION AT ALL POINT OF EGRESS

WITHIN THE AREA OF SCOPE AS SHOWN IN PLAN AND

PER THE APPROVED SCAFFOLDING SHOP DRAWINGS.

A 8'-0” HIGH CONSTRUCTION FENCE IS TO BE

INSTALLED AROUND THE PERIMETER, MAINTAINING

ALL EXISTING POINTS OF EGRESS. PROTECTION IS TO

BE PROVIDED AROUND ALL EXTERIOR HVAC

EQUIPMENT AND SURROUNDING / ADJACENT

STRUCTURES. ONCE THE AREA IS SECURED, THE

CONTRACTOR CAN ERECT THE OSHA APPROVED

SCAFFOLDING & NETTING SYSTEM, SCAFFOLDING

CHUTES AND DUMPSTER CAN BE LOCATED AS

NEEDED. WITH APPROVAL OF THE COR, DEMOLITION

CAN THEN BEGIN ON THE ROOF REPLACEMENT AND

REPAIRS ON THE FACADES AS NOTED ON THE

ELEVATIONS.

KEY NOTES:

EXISTING CONDENSING UNITS TO REMAIN.4

PROPOSED DUMPSTER, CHUTE AND OSHA COMPLAINT

SCAFFOLDING LOCATION. CONTRACTOR TO SUBMIT A

PLAN LOCATION. PROPOSED LOCATION TO BE

SUBMITTED BY THE CONTRACTOR FOR VA APPROVAL

AND TO BE COORDINATED WITH THE COR.

LOCATION OF EXISTING HYDRANT. ENSURE THAT FREE

ACCESS FROM STREET FOR FIRE HYDRANTS AND TO

OUTSIDE CONNECTIONS FOR STANDPIPES, SPRINKLERS,

OR ANOTHER FIRE EXTINGUISHING EQUIPMENT

WHETHER TEMPORARY OR PERMANENT SHALL BE

PROVIDED AND MAINTAINED AT ALL TIMES.

ADJACENT EXISTING STRUCTURE, PROTECT AS NEEDED.7

EXISTING CONNECTING CORRIDOR, NOT IN SCOPE,

PROTECT FROM DAMAGE AS REQUIRED.

PROVIDE SCAFFOLDING AROUND BUILDING AS NEEDED

FOR REPAIR WITH OSHA COMPLAINT SCAFFOLDING

WITH OSHA COMPLIANT DEBRIS NETTING SYSTEM (TYP.)

AROUND BUILDING.

8'-0" HIGH CONSTRUCTION FENCE AROUND THE BUILDING.

SIDEWALK OVERHEAD PROTECTION CANOPY AT EXTERIOR

DOOR LOCATIONS AS INSTALLED DURING PHASE 1 TO

REMAIN DURING PHASE 2 WORK, APPROVAL FROM COR

IS REQUIRED PRIOR TO REMOVAL.

SYMBOLS:

HYDRANT

LEGEND:

OVERHEAD

PROTECTION

CANOPY

AD104

BUILDING 62 - PHASE 2 PLAN

SCALE: 3/32"=1'-0"

BUILDING 62 - PHASING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

SE

E

AD

AutoCAD SHX Text

AutoCAD SHX Text A200

AutoCAD SHX Text

AutoCAD SHX Text A203

AutoCAD SHX Text

AutoCAD SHX Text A204

AutoCAD SHX Text

AutoCAD SHX Text A203

AutoCAD SHX Text

AutoCAD SHX Text A204

CONTRACTOR STAGING AREA WITH

8'-0" HIGH CONSTRUCTION FENCE1

KEY NOTES:

PHASE 1 AREA OF WORK

(SEE AD101 & AD102)2

4 CONTRACTOR'S PARKING AREA

PHASE 2 AREA OF WORK

(SEE AD103 & AD104)

LEGEND:

PHASE 1

PHASE 2

PARKING LOT 'L'

CONTRACTOR

STAGING AREA

BUILDING 200

PARKING

LOT 'L'

A C A D E M I A A V E

B A C K G A T E D R

B A

C K

G A

T E

D R

VI L L E R D

R E

C O

V E

R Y

L N

6 0 S B L V D

6 0 S B L V D

B A

C K

G A

T E

D R

M E D I C A L

M E

D I C

A L

C I R

C L

E

R E C O V E R Y L N

V E T E R A N S

M E M O R I A L D R

L I B E R T Y L N

6 0 S B

L V D

M E D I C A L C I R C L E 6 0 S B L V D

C I R C L E

M I D D L E

SCALE: 1/64" = 1'-0"

STAGING PLAN

AD105

BUILDING 61 & 62 - STAGING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

TH/DT MT

T.O. FIRST FLOOR

0'-0"

T.O. BASEMENT FLOOR

-11'-5 1/2"

T.O. SECOND FLOOR

11'-11"

T.O. SECOND FLOOR CEILING

23'-9"

T.O. ROOF

37'-3"

T.O. PENTHOUSE ROOF SLAB

39'-3 1/2"

8 12"

1'-0"TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

2 1

11 11 11

10 10

4 4

10 10

8 8

4 4

17 21 21

11111111

19 19

TYP.

TYP.

TYP.

TYP.

TYP.

T.O. FIRST FLOOR

0'-0"

T.O. BASEMENT FLOOR

-11'-5 1/2"

T.O. SECOND FLOOR

11'-11"

T.O. SECOND FLOOR CEILING

23'-9"

T.O. ROOF

35'-6"

8 12" 1'-0"

TYP.

TYP.

TYP.

TYP.

6 1

2 6

8 84

17 22

16 19 19 19

19 19

19 19

TYP.

TYP. TYP.

TYP.

REPOINT (RAKE OUT TO DEPTH TWICE WIDTH OF JOINT).

AREAS WHICH HAVE BRICK INFILL WHERE WINDOWS WERE

PREVIOUSLY LOCATED TO BE REPAIRED WITHIN 24 HRS.

KEY NOTES:

REMOVE ALL LEAD PAINTED METAL VENTS BELOW THE BANDING.

(SEE 12/A505)

REMOVE STAGGERED BRICKS FROM MASONRY OPENING TO

REOPEN CRAWL SPACE FOR NEW VENT. (SEE 12/A505, HL100)

REMOVE LIMESTONE WINDOW SILL. (SEE 7/A505)

EXISTING TEMPORARY CMU WALL TO REMAIN

EXISTING AREAWAY AND METAL RAILING TO REMAIN

EXISTING TUNNEL, NOT IN SCOPE, PROTECT AS NEEDED

REMOVE ALL EXISTING WOOD FASCIA, CORNICE & INTEGRAL

GUTTER. (SEE 2/A502, HL103)

REMOVE ELEVATOR MACHINE ROOM FLAT ROOF MEMBRANE

ABOVE

EXISTING METAL STANDING SEAM ROOF TO REMAIN, REMOVE

SEALANT AT FLASHING JOINT AND PREPARE/CLEAN FOR RE-SEAL.

REMOVE DAMAGED (CRACKED, SURFACE DELAMINATION)

BRICK UNITS AT THIS AREA OF BRICK MASONRY. SALVAGE

BRICKS WHERE POSSIBLE

REMOVE (SALVAGE) FOUR COURSES OF FACE BRICK IMMEDIATELY

ABOVE EMBEDDED LEAD PAINTED STEEL ANGLE LINTELS

(INCLUDING OPENINGS FILLED WITH BRICK); REMOVE EMBEDDED

STEEL ANGLE WINDOW LINTEL & PROPERLY DISPOSE OF MATERIAL.

(SEE HL100-102, 1,2 & 3/A501)

REMOVE DAMAGED (CRACKED, PENETRATIONS) BRICK UNITS &

SEALANT AT ALL PIPE/ MECHANICAL INSTALLATIONS. SALVAGE

BRICKS WHEN POSSIBLE. (SEE 10/A505)

WINDOW TO BE TEMPORARILY REMOVED AND REINSTALLED

WITHIN 48 HRS. ANY WINDOWS DAMAGE/BROKEN DURING

CONSTRUCTION WILL BE REPLACED BY THE CONTRACTOR AT

THEIR OWN EXPENSE

REMOVE ALL EXISTING ASPHALT COMPOSITION SHINGLE ROOFING;

REMOVE BUILDING PAPER UNDERLAYMENT AND REMOVE ROTTED

WOOD IN AREA'S SHOWN ON AD201, AD202 & A104. SEE 8/A502

FOR STRUCTURAL ROOF SHEATHING REPLACEMENT DETAILS.

REMOVE AND SALVAGE SURFACE-MOUNTED EXTERIOR LIGHT

FIXTURE FOR RE-USE, TO ALLOW FOR TUCKPOINTING TO OCCUR,

ANY FIXTURE DAMAGED/BROKEN DURING CONSTRUCTION WILL

BE REPLACED AT THE CONTRACTOR'S EXPENSE

EXISTING LEAD PAINTED LINTELS TO REMAIN, STABILIZE EXISTING

PAINT FINISH & PREP FOR NEW PRIMER & PAINT.

EXISTING LEAD PAINTED WINDOW TO REMAIN, STABILIZE EXISTING

PAINT FINISH & PREP FOR NEW PRIMER & PAINT. (SEE A500)

REMOVE DAMAGED (CRACKED, DELAMINATING) LIMESTONE

SECTIONS & ADJACENT MORTAR AT THIS AREA OF BANDING FOR

REPLACEMENT. REMOVE EXCESS DUST & DEBRIS WITH A DRY

MORTAR BRUSH FOLLOWED BY BRUSHING THE SURFACE AGAIN

WITH A WET / DAMP MORTAR BRUSH. (SEE 4/A505)

REPOINT AROUND EXISTING LIMESTONE WINDOW SILL /

BANDING (RAKE OUT TO DEPTH TWICE WIDTH OF JOINT).

SOUND EXISTING SILL W/ 2LB HAMMER AND REMOVE

LOOSE MATERIAL. SAW CUT & CHIP EXISTING LIMESTONE

MATERIAL (PER DETAIL 6 & 9/A505). REMOVE EXCESS

DUST & DEBRIS WITH A DRY MORTAR BRUSH FOLLOWED

BY BRUSHING THE SURFACE AGAIN WITH A WET / DAMP

MORTAR BRUSH. AREAS WHICH HAVE BRICK INFILL

WHERE WINDOW WERE PREVIOUSLY LOCATED TO BE

REPAIRED WITHIN 24 HRS.

DEMOLISH ALL DOWNSPOUTS, CLEAR/FLUSH EXISTING BURIED

LEADER/DRAIN PIPES, AS NEEDED, AND REPLACE STORM WATER

LEADER WITH NEW CLEAN-OUT ON VERTICAL PIPE CLOSE TO

GRADE. (SEE GS101-GS107 & HL103 FOR CLARIFICATION)

LEGEND

CRAWLSPACE BRICK VENT

SECURITY SCREEN

BRICK INFILL

VENTS (EXHAUST VENT, INTAKE VENT,

HVAC GRILLS, CRAWL SPACE GRATES)

WINDOW MOUNTED, AIR

CONDITIONING UNIT

CAST STONE

REMOVE LIMESTONE BANDING

REPAIR AND REPOINT LIMESTONE

BANDING

ROTTED ROOF SHEATHING TO BE

REPLACED (SEE 8/A502, REFER TO

A104 FOR DIMENSIONS)

EXISTING LEAD PAINTED DOOR, FRAME AND DECORATIVE

TRIM TO REMAIN, STABILIZE EXISTING PAINT FINISH & PREP

FOR NEW PRIMER & PAINT.

REPOINT AROUND EXISTING LIMESTONE BANDING (RAKE OUT

TO DEPTH TWICE WIDTH OF JOINT). REMOVE EXCESS DUST &

DEBRIS WITH A DRY MORTAR BRUSH FOLLOWED BY BRUSHING

THE SURFACE AGAIN WITH A WET / DAMP MORTAR BRUSH.

24 REMOVE AND REINSTALL EXISTING BRICK AND/OR NEW

BRICK TO MATCH EXISTING WITHIN 24 HRS. OF REMOVAL.

SCALE: 1/8"=1'-0"

BUILDING 61 - NORTH ELEVATION

SCALE: 1/8"=1'-0"

BUILDING 61 - EAST ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Level of DesignARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

632-16-103REPLACE ROOFS & REPAIR

FACADES, PHASE 1

NORTHPORT VAMC

BID DOCUMENTS

61 & 62

497 Center Street • Sewell, NJ 08080 Tel: 856-464-9600 Fax: 856-464-9606 www.pettitgroup.com Certificate of Authorization No. 24GA28131400

THE PETTIT GROUP, LLC

Engineering • Architecture • Planning

08/08/2022

Revisions: Date:

REV 00 - 08/08/2022 BID DOCUMENTS 08/08/2022

Revisions: Date:

AD200

BUILDING 61 - DEMOLITION NORTH

AND EAST ELEVATIONS

TH/DT MT

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AutoCAD SHX Text A502

AutoCAD SHX Text

AutoCAD SHX Text A500

AutoCAD SHX Text

AutoCAD SHX Text A500

AutoCAD SHX Text

AutoCAD SHX Text A500

AutoCAD SHX Text

AutoCAD SHX Text A500

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AutoCAD SHX Text A502

AutoCAD SHX Text

AutoCAD SHX Text A500

AutoCAD SHX Text

AutoCAD SHX Text A500

AutoCAD SHX Text

AutoCAD SHX Text A500

AC

T.O. ROOF

37'-3"

T.O. PENTHOUSE ROOF SLAB

39'-3 1/2"

T.O. FIRST FLOOR

0'-0"

T.O. BASEMENT FLOOR

-11'-5 1/2"

T.O. SECOND FLOOR

11'-11"

T.O. SECOND FLOOR CEILING

23'-9"

8 12" 1'-0"

Door

TYP.

TYP.

TYP. TYP.

TYP.

18 2

1 1

6 1

94 4

5 5 5

4 4

4 2 4

11 11

11 7

1111 1111

19 1919

21 15 15

16 1616

TYP.

TYP.

TYP.

TYP. TYP. TYP.

TYP.

TYP.

T.O. FIRST FLOOR

0'-0"

T.O. BASEMENT FLOOR

-11'-5 1/2"

T.O. SECOND FLOOR

11'-11"

T.O. SECOND FLOOR CEILING

23'-9"

T.O. ROOF

35'-6"

8 12" 1'-0"

TYP. TYP.

TYP.

TYP.

4 4 4 4 4

155 5 5 555

11 11 11 11

18 21

19 19

16 16

16 16

16 16

TYP.

TYP.

TYP.

KEY NOTES:

REMOVE DAMAGED (CRACKED, SURFACE DELAMINATION)

BRICK UNITS AT THIS AREA OF BRICK MASONRY. SALVAGE

BRICKS WHERE POSSIBLE

REMOVE AND SALVAGE SURFACE-MOUNTED EXTERIOR LIGHT

FIXTURE FOR RE-USE, TO ALLOW FOR TUCKPOINTING TO OCCUR,

ANY FIXTURE DAMAGED/BROKEN DURING CONSTRUCTION WILL

BE REPLACED AT THE CONTRACTOR'S EXPENSE

WINDOW TO BE TEMPORARILY REMOVED AND REINSTALLED

WITHIN 48 HRS. ANY WINDOWS DAMAGE/BROKEN DURING

CONSTRUCTION WILL BE REPLACED BY THE CONTRACTOR AT

THEIR OWN EXPENSE

EXISTING TUNNEL, NOT IN SCOPE, PROTECT AS NEEDED

REPOINT (RAKE OUT TO DEPTH TWICE WIDTH OF JOINT).

AREAS WHICH HAVE BRICK INFILL WHERE WINDOWS WERE

PREVIOUSLY LOCATED TO BE REPAIRED WITHIN 24 HRS.

REMOVE (SALVAGE) FOUR COURSES OF FACE BRICK IMMEDIATELY

ABOVE EMBEDDED LEAD PAINTED STEEL ANGLE LINTELS

(INCLUDING OPENINGS FILLED WITH BRICK); REMOVE EMBEDDED

STEEL ANGLE WINDOW LINTEL & PROPERLY DISPOSE OF MATERIAL.

(SEE HL100-102, 1, 2 & 3/A501)

REMOVE STAGGERED BRICKS FROM MASONRY OPENING TO

REOPEN CRAWL SPACE FOR NEW VENT. (SEE 12/A505, HL100)

REMOVE DAMAGED (CRACKED, PENETRATIONS) BRICK UNITS &

SEALANT AT ALL PIPE/ MECHANICAL INSTALLATIONS. SALVAGE

BRICKS WHEN POSSIBLE. (SEE 10/A505)

REMOVE LIMESTONE WINDOW SILL. (SEE 7/A505)

REMOVE ALL EXISTING WOOD FASCIA, CORNICE & INTEGRAL

GUTTER. (SEE 2/A502, HL103)

REMOVE ELEVATOR MACHINE ROOM FLAT ROOF MEMBRANE

ABOVE

REMOVE DAMAGED (CRACKED, DELAMINATING) LIMESTONE

SECTIONS & ADJACENT MORTAR AT THIS AREA OF BANDING FOR

REPLACEMENT. REMOVE EXCESS DUST & DEBRIS WITH A DRY

MORTAR BRUSH FOLLOWED BY BRUSHING THE SURFACE AGAIN

WITH A WET / DAMP MORTAR BRUSH. (SEE 4/A505)

EXISTING LEAD PAINTED LINTELS TO REMAIN, STABILIZE EXISTING

PAINT FINISH & PREP FOR NEW PRIMER & PAINT.

EXISTING LEAD PAINTED WINDOW TO…