S02 Bid Drawing Submission.pdf

PDF 5 MB Posted Feb 1, 2021

Attached to: Z2FZ--Renovate Bound Brook Residence Federal contract opportunity
Solicitation number: 36C24221B0017
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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File	Type	Posted
36C24221B0017 0006.docx	DOCX document	Mar 15, 2021
36C24221B0017 0005.docx	DOCX document	Mar 11, 2021
12 36 00 RESIN-COUNTERTOPS Rev 1.pdf	PDF	Mar 4, 2021
36C24221B0017 0004.docx	DOCX document	Mar 4, 2021
Pre-Bid Site Visit Sign-in Sheet - 36C24221B0017.pdf	PDF	Mar 4, 2021
36C24221B0017 0003.docx	DOCX document	Feb 18, 2021
36C24221B0017 0002.docx	DOCX document	Feb 12, 2021
Amendment 36C24221B0017 0001.docx	DOCX document	Feb 8, 2021
36C24221B0017_1.docx	DOCX document	Feb 1, 2021
S02 Bid Specifications.pdf	PDF	Feb 1, 2021

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LIST OF DRAWINGS LOCATION MAP

DCS Infrastructure, LLC Design & Construction Services

631-320-1706

Approved by Associate Director:

Approved by Director:

Approved by ISO:

Approved by Chief of Staff:

Approved by Facility Planner:

Approved by Chief Engineer:

Approved by Associate Director Pat. Care: Approved by Chief Bio-Med. Engineer:

Approved by Chief M&O Engineer:

Approved by Chief EMS:

Approved by GEM's Coordinator:

Approved by Women Vet. Prog. Mgr.:

Approved by Chief Info Officer:

Approved by Interior Designer:

Approved by Infection Control Nurse:

Approved by Energy Manager:

Approved by Safety Officer:

Approved by Chief of Police:

12 Elm Street Port Jefferson, N.Y. 11777

GENERAL NOTES

AutoCAD SHX Text Renovate Bound Brook Residence

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text 309 East High Street

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VETERAN ADMINISTRATION MEDICAL CENTER

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TITLE - SHEET DESCRIPTION

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NOT TO SCALE

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COVER SHEET

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GI-101

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EM/TLV

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AutoCAD SHX Text Bound Brook Residence

AutoCAD SHX Text PROJECT No. 561A4-17-110

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AD-101

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GI-102

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GI-101

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AutoCAD SHX Text A-102

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FIRST AND SECOND FLOOR DEMOLITION PLANS

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GENERAL NOTES

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COVER SHEET

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FIRST AND SECOND FLOORS CONSTRUCTION PLANS

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FIRST FLOOR ADA KITCHEN PLANS AND ELEVATIONS

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FOUNDATION PLAN AND DETAILS

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GS-101

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CONSTRUCTION SITE PLAN

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AutoCAD SHX Text P:\3033-19-01 BOUND BROOK VA, NJ - KITCHEN AND SITE RENOVATION\100% BID DOCUMENTS\DRAWINGS\GI-101 COVER SHEET 7/15/2020 4:00 PM ELINORE

AutoCAD SHX Text one-quarter inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one and one-half inches = one foot

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AutoCAD SHX Text Checked

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AutoCAD SHX Text Veterans Affairs

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AutoCAD SHX Text Professional Seal

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AutoCAD SHX Text Drawing Title

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BID DOCUMENTS

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FULLY SPRINKLERED

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BOUND BROOK

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RENOVATE BOUND BROOK RESIDENCE

AutoCAD SHX Text 16, July 2020

AutoCAD SHX Text 561A4-17-110

AutoCAD SHX Text Bound Brook, N.J.

AutoCAD SHX Text 309 East High Street, AutoCAD SHX Text Bid Documents

AutoCAD SHX Text 7/16/20

AutoCAD SHX Text Bound Brook, N.J. 08805

AutoCAD SHX Text A-104

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FIRST AND SECOND FLOOR BATHROOM PLANS, ELEVATIONS AND DETAILS

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PLUMBING LEGEND, GENERAL NOTES AND RISER DIAGRAM

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PL-101

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ARCHITECTURE / CIVIL

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1. ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE PERFORMED 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. 2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS, NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE AND 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. DIMENSIONS SHOWN ON FLOOR PLANS ARE TO DIMENSIONS SHOWN ON FLOOR PLANS ARE TO THE FINISH TO FINISH UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. 4. ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY 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. 5. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR THE THE 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 PREMISES. FIRE EXITS SHALL AT NO TIME BE BLOCKED. 6. DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYP." IMPLY ALL CONDITIONS TREATED SIMILARLY. 7. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT 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. 8. THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF/HERSELF THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF/HERSELF 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. A SITE VISIT IS RECOMMENDED. FAILURE TO DO SO WILL NOT RELIEVE CONTRACTOR OF HIS OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISIONS 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. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATERTIGHT INTEGRITY OF THE BUILDING AT ALL TIMES. ALL WATER DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE GOVERNMENT. 10. THE BUILDING SHALL REMAIN ACCESSIBLE TO THE GOVERNMENT THE BUILDING SHALL REMAIN ACCESSIBLE TO THE GOVERNMENT AT ALL TIMES. 11. THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED PRIOR, DURING AND AFTER THE CONSTRUCTION. 12. THE REVIEW AND APPROVAL OF SUBMITTALS BY THE THE REVIEW AND APPROVAL OF SUBMITTALS BY THE CONTRACTING OFFICER SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, ONLY FOR CONFORMANCE WITH THE INFORMATION GIVEN AND THE DESIGN CONCEPT OF THE PROJECT. APPROVAL WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY ERROR, WHICH MAY EXIST, AS THE CONTRACTOR UNDER THE CQC REQUIREMENTS OF THIS CONTRACT, IS RESPONSIBLE FOR THE DIMENSIONS AND DESIGN OF ADEQUATE CONNECTIONS, DETAILS AND SATISFACTORY CONSTRUCTION OF ALL WORK. 13. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS SHALL NOT BE REVIEWED BY THE GOVERNMENT AND RETURNED TO THE CONTRACTOR. 14. FIELD VERIFY CONSTRUCTION AND INSTALLATION REQUIREMENTS. FIELD VERIFY CONSTRUCTION AND INSTALLATION REQUIREMENTS. 15. COORDINATE LOCATION OF STORAGE AREA WITH CONTRACTING COORDINATE LOCATION OF STORAGE AREA WITH CONTRACTING OFFICER. ALL CONSTRUCTION AND OTHER MATERIALS SHALL BE STORED AT THE DESIGNATED STORAGE AREA AS SHOWN ON THE DRAWINGS AND ON COMPLETION OF WORK OR AS DEEMED NECESSARY ALL SURPLUS/ REFUSE/ DEBRIS MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF BASE AT NO ADDITIONAL COST TO THE GOVERNMENT. 16. SHOULD ANY CONFLICT ARISE BETWEEN THE CONTRACT SHOULD ANY CONFLICT ARISE BETWEEN THE CONTRACT DRAWINGS AND THE SPECIFICATIONS, THE SPECIFICATIONS ALONG WITH ANY APPLICABLE CODES SHALL OVERRULE THE CONTRACT DRAWINGS. 17. SUBMIT PRODUCT DATA FOR ALL ITEMS SPECIFIED ON THE SUBMIT PRODUCT DATA FOR ALL ITEMS SPECIFIED ON THE DRAWINGS INCLUDING MSDS SHEETS. 18. ALL WORK/ITEMS SHOWN ON THE DRAWINGS IS/ARE NEW ALL WORK/ITEMS SHOWN ON THE DRAWINGS IS/ARE NEW UNLESS NOTED OTHERWISE AS EXISTING. 19. FOR THE PURPOSE OF PHASING, CONSTRUCTION WILL NOT BEGIN FOR THE PURPOSE OF PHASING, CONSTRUCTION WILL NOT BEGIN UNTIL ALL MATERIALS ARE ON SITE. 20. THE CONTRACTOR IS REQUIRED TO SUBMIT "AS BUILT" THE CONTRACTOR IS REQUIRED TO SUBMIT "AS BUILT" DOCUMENTS IN AUTOCAD FORMAT MEP AND ARCHITECTURE 2012 3D INTELLIGENT ON A COMPACT DISK AT THE END OF THE PROJECT. REPRODUCED CONTRACT DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS. 21. ALL PERMITS, PLANS, FEES, INSPECTIONS, TESTS AS REQUIRED ALL PERMITS, PLANS, FEES, INSPECTIONS, TESTS AS REQUIRED BY REGULATORY AGENCIES SHALL BE PAID FOR BY THE CONTRACTOR. 22. ALL REMOVED COPPER IS TO BE TURNED OVER TO THE VA FOR ALL REMOVED COPPER IS TO BE TURNED OVER TO THE VA FOR RECYCLING.

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SECOND FLOOR KITCHEN PLANS AND ELEVATIONS

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ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS

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FIRST FLOOR ELECTRICAL LIGHTING PLAN

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SYMBOL LEGEND ABBREVIATIONS

CODE ANALYSIS

DCS Infrastructure, LLC Design & Construction Services

12 Elm Street Port Jefferson, N.Y. 11777 631-320-1706

CODE INFORMATION

APPLIANCE NOTES

NOTES

AutoCAD SHX Text A/C AIR CONDITION AIR CONDITION A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AD AREA DRAIN AREA DRAIN ADDL ADDITIONAL ADDITIONAL ADJ ADJACENT OR ADJOINING ADJACENT OR ADJOINING ADMIN ADMINISTRATION ADMINISTRATION ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM ANOD ANODIZE ANODIZE APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE APT APARTMENT APARTMENT ARCH ARCHITECT ARCHITECT ASB ASBESTOS ASBESTOS AUTO AUTOMATIC AUTOMATIC AV AUDIO VISUAL AUDIO VISUAL AVG AVERAGE AVERAGE BD BOARD BOARD BLDG BUILDING BUILDING BM BEAM BEAM BOT BOTTOM BOTTOM BR BEDROOM BEDROOM BRG BEARING BEARING BRG PL BEARING PLATE BEARING PLATE BSMT BASEMENT BASEMENT BTWN BETWEEN BETWEEN BUR BUILT-UP ROOFING BUILT-UP ROOFING CABT CABINET CABINET

AutoCAD SHX Text CB CATCH BASIN CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS OR CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CEM CEMENT CEMENT CER CERAMIC CERAMIC CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CG CORNER GUARD CHEM CHEMICAL CHEMICAL CI CAST IRON CAST IRON CIP CAST-IN-PLACE CAST-IN-PLACE CIRC CIRCULAR CIRCULAR CJ CONTROL JOINT CONTROL JOINT CL CENTER LINE CENTER LINE CLG CEILING CEILING CLG HT CEILING HEIGHT CEILING HEIGHT CLR CLEAR CLEAR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CTR COUNTER COUNTER CO CLEANOUT, OR COMPANY OR CLEANOUT, OR COMPANY OR CONTRACTING OFFICER COL COLUMN COLUMN COMM COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE COND CONDITION CONDITION CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE COR CONTRACTING OFFICERS REPRESENTITIVE CORR CORRIDOR CORRIDOR CPT CARPET CARPET CSMT CASEMENT CASEMENT CSWK CASEWORK CASEWORK CT CERAMIC TILE CERAMIC TILE CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD CYL CYLINDER CYLINDER D DEPTH DEPTH DAT DATUM DATUM DBL DOUBLE DOUBLE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGRAM DIAGONAL DIAGRAM DIM DIMENSION DIMENSION DISP DISPENSER DISPENSER DL DEAD LOAD DEAD LOAD DOC DOCUMENT DOCUMENT DR DOOR OR DRAIN DOOR OR DRAIN

AutoCAD SHX Text DWG DRAWING DRAWING E EAST EAST EA EACH EACH EIFS EXTERIOR INSULATION AND EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRIC ELECTRIC ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY ENCL ENCLOSURE ENCLOSURE ENGR ENGINEER ENGINEER EPDM ETHYLENE PROPYLENE DIENE ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EST ESTIMATE ESTIMATE ETC AND SO FORTH OR ET CETERA AND SO FORTH OR ET CETERA EW EACH WAY EACH WAY EXH EXHAUST EXHAUST EXIST EXISTING EXISTING EXP EXPANSION EXPANSION EXST GR EXISTING GRADE EXISTING GRADE EXT EXTERIOR EXTERIOR FA FIRE ALARM FIRE ALARM FD FLOOR DRAIN FLOOR DRAIN FDTN FOUNDATION FOUNDATION FE FIRE EXTINGUISHER FIRE EXTINGUISHER FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FIG FIGURE FIGURE FIN FINISH FINISH

AutoCAD SHX Text FIN FLR FINISH FLOOR FINISH FLOOR FIN GR FINISH GRADE FINISH GRADE FIXT FIXTURE FIXTURE FLG FLOORING FLOORING FLR FLOOR FLOOR FLUOR FLUORESCENT FLUORESCENT FP FIRE PROTECTION FIRE PROTECTION FR FIRE RATING OR FIRE RESISTANT FIRE RATING OR FIRE RESISTANT FRP FIBERGLASS REINFORCED FIBERGLASS REINFORCED PLASTIC FRZ FREEZER FREEZER FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING FURN FURNISH OR FURNITURE FURNISH OR FURNITURE GA GAGE GAGE GALV GALVANIC OR GALVANIZED GALVANIC OR GALVANIZED GB GRAB BAR GRAB BAR GC GENERAL CONTRACTOR GENERAL CONTRACTOR GL GLASS GLASS GL BLK GLASS BLOCK GLASS BLOCK GLU LAM GLUED LAMINATED WOOD GLUED LAMINATED WOOD GR FL GROUND FLOOR GROUND FLOOR GYP BD GYPSUM BOARD GYPSUM BOARD GYP PLAS GYPSUM PLASTER GYPSUM PLASTER H HIGH HIGH HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HDR HEADER HEADER HDW HARDWARE HARDWARE HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HT HEIGHT HEIGHT HVAC HEATING, VENTILATING, AND AIR HEATING, VENTILATING, AND AIR CONDITIONING HW HOT WATER HOT WATER ID IDENTIFICATION IDENTIFICATION INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INSUL INSULATION INSULATION INT INTERIOR INTERIOR INTERCOM INTERCOMMUNICATION INTERCOMMUNICATION INTL INTERNATIONAL INTERNATIONAL JAN JANITOR JANITOR JB JUNCTION BOX JUNCTION BOX KIT KITCHEN KITCHEN L ANGLE, LENGTH ANGLE, LENGTH LAB LABORATORY LABORATORY LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LBS POUND POUND LD BRG LOAD-BEARING LOAD-BEARING LDR LEADER LEADER LF LINEAR FEET (FOOT)LINEAR FEET (FOOT)

AutoCAD SHX Text LH LEFT HAND LEFT HAND LIN LINEAR LINEAR LS LUMP SUM LUMP SUM LT LIGHT LIGHT LT GA LIGHT GAGE LIGHT GAGE LT WT LIGHTWEIGHT LIGHTWEIGHT LTG LIGHTING LIGHTING MACH RM MACHINE ROOM MACHINE ROOM MAINT MAINTENANCE MAINTENANCE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM ME MECHANICAL ENGINEER MECHANICAL ENGINEER MECH MECHANICAL MECHANICAL MEZZ MEZZANINE MEZZANINE MFD MANUFACTURED MANUFACTURED MFG MANUFACTURING MANUFACTURING MFR MANUFACTURER MANUFACTURER MGT MANAGEMENT MANAGEMENT MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS mm MILLIMETER MILLIMETER MO MASONRY OPENING MASONRY OPENING MOD MODEL MODEL MOD BIT MODIFIED BITUMEN MODIFIED BITUMEN MR MOISTURE RESISTANT MOISTURE RESISTANT MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING MTL METAL METAL MW MICROWAVE MICROWAVE N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NATL NATIONAL NATIONAL NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL OC ON CENTER ON CENTER OCC OCCUPANTS OCCUPANTS OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFD OVERFLOW DRAIN OVERFLOW DRAIN OH OVERHANG OVERHANG OH DR OVERHEAD (COILING) DOOR OVERHEAD (COILING) DOOR OPG OPENING OPENING OPP OPPOSITE OPPOSITE ORIG ORIGINAL ORIGINAL OZ OUNCE OUNCE PART PARTIAL PARTIAL PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PEND PENDANT PENDANT PERIM PERIMETER PERIMETER PERP PERPENDICULAR PERPENDICULAR PL PROPERTY LINE PROPERTY LINE PL GL PLATE GLASS PLATE GLASS PLAM PLASTIC LAMINATE PLASTIC LAMINATE

AutoCAD SHX Text PLAS PLASTER OR PLASTIC PLASTER OR PLASTIC PLBG PLUMBING PLUMBING PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL PR PAIR PAIR PREFAB PREFABRICATE PREFABRICATE PREFIN PREFINISH PREFINISH PRELIM PRELIMINARY PRELIMINARY PREP PREPARATION PREPARATION PREV PREVIOUS PREVIOUS PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PRESSURE TREATED PRESSURE TREATED PTD PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PTN PARTITION PARTITION PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) PVG PAVING PAVING PWR POWER POWER QA QUALITY ASSURANCE QUALITY ASSURANCE QC QUALITY CONTROL QUALITY CONTROL QT QUARRY TILE QUARRY TILE QTY QUANTITY QUANTITY R RADIUS OR RISER RADIUS OR RISER RAD RADIATOR RADIATOR RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN REC RECESSED RECESSED

AutoCAD SHX Text REF REFERENCE OR REFRIGERATOR REFERENCE OR REFRIGERATOR REG REGISTER REGISTER REINF REINFORCE REINFORCE REQD REQUIRED REQUIRED REV REVISION REVISION RFG ROOFING ROOFING RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL RH RIGHT HAND RIGHT HAND RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING ROW RIGHT OF WAY RIGHT OF WAY RT RIGHT RIGHT RV ROOF VENT ROOF VENT S SOUTH SAN SANITARY SANITARY SCHED SCHEDULE SCHEDULE SD SMOKE DETECTOR SMOKE DETECTOR SECT SECTION SECTION SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHT SHEET SHEET SIM SIMILAR SIMILAR SKLT SKYLIGHT SKYLIGHT SND SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPENSER SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPKR SPEAKER SPEAKER SQ IN SQUARE INCH SQUARE INCH SQ YD SQUARE YARD SQUARE YARD SST STAINLESS STEEL STAINLESS STEEL ST STAIRS OR STREET STAIRS OR STREET STD STANDARD STANDARD STL JST STEEL JOIST STEEL JOIST STL PL STEEL PLATE STEEL PLATE STOR STORAGE STORAGE STRUCT STL STRUCTURAL STEEL STRUCTURAL STEEL SURF SURFACE SURFACE SUSP SUSPEND SUSPEND

AutoCAD SHX Text T TREAD TREAD T&G TONGUE AND GROOVE TONGUE AND GROOVE TB TOWEL BAR TOWEL BAR TECH TECHNICAL TECHNICAL TEL TELEPHONE TELEPHONE TEMP TEMPERATURE OR TEMPORARY TEMPERATURE OR TEMPORARY TER TERRAZZO TERRAZZO THK THICKNESS THICKNESS THRU THROUGH THROUGH TO TOP OF ___ TOP OF ___ TPH TOILET PAPER HOLDER TOILET PAPER HOLDER TV TELEVISION TELEVISION TYP TYPICAL TYPICAL UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UNFIN UNFINISH UNFINISH UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UR URINAL URINAL V VOLT VOLT VAC VACUUM VACUUM VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VTR VENT THROUGH ROOF VENT THROUGH ROOF VWC VINYL WALL COVERING VINYL WALL COVERING VWF VINYL WALL FABRIC VINYL WALL FABRIC

AutoCAD SHX Text W WIDE OR WEST WIDE OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WC WATER CLOSET WATER CLOSET WD WOOD WOOD WF WIDE FLANGE WIDE FLANGE WH WATER HEATER WATER HEATER WM WIRE MESH WIRE MESH WT WEIGHT WEIGHT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC YD YARD YARD YR YEAR YEAR

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CORRIDOR

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ROOM NAME AND NUMBER

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KEYNOTE

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CORNER GUARD

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NORTH ARROW

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NORTH

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MATERIALS LEGEND

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EXISTING CONSTRUCTION TO REMAIN

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CONCRETE

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BUILDING SECTION INDICATOR

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GENERAL NOTES

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GI-102

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AutoCAD SHX Text TABLE 1018.2 MINIMUM CORRIDOR WIDTH OCCUPANCY WIDTH (MIN.) WIDTH (MIN.) WIDTH (MIN.) WIDTH (MIN.) WIDTH (MIN.) ANY FACILITIES NOT LISTED BELOW 44 INCHES 44 INCHES ACCESS TO AND UTILIZATION OF MECHANICAL, PLUMBING OR ELECTRICAL SYSTEM REQUIREMENTS 24 INCHES 24 INCHES WITH A REQUIRED OCCUPANCY CAPACITY LESS 36 INCHES 36 INCHES THAN 50 WITHIN A DWELLING UNIT 36 INCHES 36 INCHES IN GROUP E WITH A CORRIDOR HAVING A 72 INCHES 72 INCHES REQUIRED CAPACITY OF 100 OR MORE IN CORRIDORS AND AREAS SERVING GURNEY 72 INCHES 72 INCHES TRAFFIC IN OCCUPANCIES WHERE PATIENTS RECEIVE OUT-PATIENT MEDICAL CARE, WHICH CAUSES THE PATIENT TO BE INCAPABLE OF SELF-PRESERCATION GROUP I-2 IN AREAS WHERE REQUIRED FOR 96 INCHES 96 INCHES BED MOVEMENT

AutoCAD SHX Text A

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AutoCAD SHX Text A

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AutoCAD SHX Text Revisions

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VA FORM 08-6231, OCT 1978

AutoCAD SHX Text F

AutoCAD SHX Text Date

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AutoCAD SHX Text Approved:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Location

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text Project No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Date

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BOUND BROOK

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text P:\3033-19-01 BOUND BROOK VA, NJ - KITCHEN AND SITE RENOVATION\100% BID DOCUMENTS\DRAWINGS\GI-102 GENERAL NOTES 7/15/2020 3:58 PM ELINORE

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text one-eighth inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text

RENOVATE BOUND BROOK RESIDENCE

AutoCAD SHX Text Professional Seal

AutoCAD SHX Text

16, JULY 2020

AutoCAD SHX Text 561A4-17-110

AutoCAD SHX Text Bound Brook, N.J.

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BID SUBMISSION

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FULLY SPRINKLERED

AutoCAD SHX Text 309 East High Street, AutoCAD SHX Text

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ELI/TOM

AutoCAD SHX Text Bid Document Submission

AutoCAD SHX Text 7/16/20

AutoCAD SHX Text OCCUPANCY CLASSIFICATION: R-3 R-3 CONSTRUCTION CLASSIFICATION: 5B 5B SEISMIC CODE CATEGORY B CODE COMPLIANCE: 2015 IBC BUILDING CODE 2015 IBC BUILDING CODE EXISTING BUILDING CODE OF NEW JERSEY: ALTERATION LEVEL 2 NFPA 101 LIFE SAFETY CODE: 2015 EDITION: CHAPTER 26, LODGING AND ROOMING HOUSES 2015 EDITION: CHAPTER 26, LODGING AND ROOMING HOUSES WIND DESIGN REQUIREMENTS 130 MPH @ 3 SECOND GUSTS MEANS OF EGRESS SECTION 1003 OCCUPANCY LOAD 1004, TABLE 1004.1.2

1. DISCONNECT POWER TO ELECTRIC OVEN / COOKTOP / RANGE DISCONNECT POWER TO ELECTRIC OVEN / COOKTOP / RANGE HOOD AND STORE OVEN / COOKTOP / RANGE HOOD IN STORAGE LOCATION UNTIL CONSTRUCTION IS COMPLETE. REINSTALL AFTER ALL CONSTRUCTION WORK IS COMPLETE. 2. DISCONNECT POWER TO REFRIGERATOR AND STORE AS DISCONNECT POWER TO REFRIGERATOR AND STORE AS REQUIRED. RECONNECT AFTER ALL CONSTRUCTION WORK IS COMPLETE. 3. UNPLUG MICROWAVE AND STORE UNTIL CONSTRUCTION IS UNPLUG MICROWAVE AND STORE UNTIL CONSTRUCTION IS COMPLETE. REINSTALL AFTER ALL CONSTRUCTION WORK IS COMPLETE. 4. DISCONNECT MEDICATION REFRIGERATOR AND STORE AS DISCONNECT MEDICATION REFRIGERATOR AND STORE AS DIRECTED BY VA COR.

GENERAL NOTES

SITE PLAN CONSTRUCTION

CIVIL SITE NOTES

CONSTRUCTION SITE PLAN

DCS Infrastructure, LLC Design & Construction Services

12 Elm Street Port Jefferson, N.Y. 11777 631-320-1706

CONCRETE SIDEWALK DETAILBOLLARD DETAIL

AutoCAD SHX Text REMOVE EXISTING CONCRETE SIDEWALKS AND DRIVEWAY APRON. DIG OUT EARTH FOR NEW BASE AND CONCRETE. REPLACE WITH NEW CONCRETE TO MATCH EXISTNG ELEVATIONS. REMOVE EXISTING CONCRETE AND BLUE STONE SLAB WALKWAY TO FRONT STEPS. DIG OUT EARTH FOR NEW BASE AND CONCRETE. FILL IN ALL EDGES OF NEW CONCRETE WITH TOP SOIL AND SEED TO MATCH THE TOP OF CONCRETE ELEVATIONS. NEW 4" POURED CONCRETE SLAB ON 6" BASE GRAVEL COMPACTED WELL. REMOVE ENTIRE FRONT WOODEN DECK INCLUDING FOOTINGS, LEDGER BOARDS, STAIRS, RAILINGS, ETC. ROOF STRUCTURE AND COLUMNS TO REMAIN. SUPPORT ROOF STRUCTURE DURING DEMOLITION AND CONSTRUCTION OF NEW DECK. REMOVE ENTIRE REAR WOODED DECK INCLUDING FOOTINGS, LEDGER BOARDS, STAIRS, RAILINGS, ETC. SEE ARCHITECTURAL SHEETS FOR NEW DECK CONFIGURATION. PROPOSED WOODEN RAMPS AND PLATFORMS. PROPOSED DECK, PLATFORM AND STEPS.

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UP 6 RS.

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RAMP UP 14'-0"

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RAMP UP 14'-0"

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RAMP UP 12'-0"

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4" THICK CONCRETE SLAB ON GRADE

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UP 5 RS.

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EXISTING ASPHALT PAVED DRIVEWAY

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NEW 4" POURED CONCRETE SIDEWALK

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GRASS AREA

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COBBLE STONE CURB TO REMAIN

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NEW 4" POURED CONCRETE SIDEWALK

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NEW 4" POURED CONCRETE SIDEWALK

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EXISTING ASPHALT PAVED DRIVEWAY

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EXISTING ASPHALT PAVED DRIVEWAY

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EXISTING ASPHALT PAVED DRIVEWAY

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GRASS AREA

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GRASS AREA

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MATCH EXISTING

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NEW 4" POURED CONCRETE SIDEWALK

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NEW 4" POURED CONCRETE SIDEWALK

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NEW 4" POURED CONCRETE CURBCUT

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CONTROL JT.

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EXPANSION JT.

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EXPANSION JT.

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EXPANSION JT.

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EXPANSION JT.

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CONTROL JT.

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CONTROL JT.

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CONTROL JT.

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CONTROL JT.

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EXPANSION JT.

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CONTROL JT.

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MATCH EXISTING SIDEWALK ELEVATION

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EXPANSION JT.

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EXPANSION JT.

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MATCH EXISTING SIDEWALK ELEVATION

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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GRASS AREA

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EDGE OF EXISTING PAVING

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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EXISTING FIRE DEPARTMENT CONNECTION, DO NOT BLOCK

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UP 2 RS.

AutoCAD SHX Text STEPS: 7" MAX. RISERS, 11" MIN. THREADS, CLOSED RISERS, TYPICAL, ALL EQUAL HEIGHT RISERS

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UP 2 RS.

AutoCAD SHX Text STEPS: 7" MAX. RISERS, 11" MIN. THREADS, CLOSED RISERS, TYPICAL, ALL EQUAL HEIGHT RISERS

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SLOPE 1:12 MAX.

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SLOPE 1:12 MAX.

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SLOPE 1:12 MAX.

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AutoCAD SHX Text 6" STEEL PIPE BOLLARD IN 36" DEEP P.C. FOOTING W/ PVC BOLLARD WRAP OVER PIPE. PROPOSED DECK AND STEPS.

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UP 5 RS.

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UP 5 RS.

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1. IT IS NECESSARY TO PROVIDE A 6'-O" HIGH CONSTRUCTION FENCE AROUND ALL EQUIPMENT AND SUPPLY STAGING AREAS AND CONSTRUCTION IT IS NECESSARY TO PROVIDE A 6'-O" HIGH CONSTRUCTION FENCE AROUND ALL EQUIPMENT AND SUPPLY STAGING AREAS AND CONSTRUCTION ACTIVITIES, INCLUDING INITIAL EARTHWORK ACTIVITIES. THE CONTRACTOR SHALL ENSURE THAT THE LIMIT AND LAYOUT OF THE FENCE COINCIDES WITH THIS REQUIREMENT. THE CONSTRUCTION FENCE SHALL HAVE LOCKED GATES, SHALL BE PLACED AROUND STAGING AND STORAGE AREAS AS SHOWN ON SITE WORK AREA PLAN TO ENSURE PEDESTRIAN SAFETY. GATES SHALL BE LOCKED AT ALL TIMES WHEN WORK IS NOT IN PROGRESS. ALL GATE SHALL BE KEYED ALIKE WITH COPIES TO THE FIRE DEPARTMENT, POLICE DEPARTMENT, AND COR. A CLEAR PATH FROM FIRE EXITS TO CONSTRUCTION FENCE GATES SHALL SHALL BE MAINTAINED AND AT NO TIME BE BLOCKED. 2. BUILDING SHALL REMAIN ACCESSIBLE TO THE GOVERNMENT AT ALL TIMES. BUILDING SHALL REMAIN ACCESSIBLE TO THE GOVERNMENT AT ALL TIMES. 3. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED AREAS DURING REMEDIATION, DEMOLITION, AND CONSTRUCTION TO ITS ORIGINAL CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED AREAS DURING REMEDIATION, DEMOLITION, AND CONSTRUCTION TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE GOVERNMENT. 4. CONTRACTOR TO PROTECT ALL EXISTING CONDITIONS, UTILITIES, ANY MARKERS, POSTS, STANDPIPES, PIPING, AND OTHER STRUCTURES TO REMAIN CONTRACTOR TO PROTECT ALL EXISTING CONDITIONS, UTILITIES, ANY MARKERS, POSTS, STANDPIPES, PIPING, AND OTHER STRUCTURES TO REMAIN DURING CONSTRUCTION OPERATIONS. ANY DAMAGE TO ANY EXISTING UTILITIES AND STRUCTURES CAUSED BY THE CONTRACTOR'S WORK SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE AND REPAIRED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE GOVERNMENT BY QUALIFIED PERSONNEL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL NOT INTERFERE WITH, OR INTERRUPT, ANY UTILITY MAIN OR SERVICE CONNECTION WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VEHICULAR ACCESS TO BUILDING AT ALL TIMES. PROVIDE TRAFFIC CONTROL PLAN FOR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VEHICULAR ACCESS TO BUILDING AT ALL TIMES. PROVIDE TRAFFIC CONTROL PLAN FOR APPROVAL IF REQUESTED BY THE GOVERNMENT. 6. CONTRACTOR SHALL PROVIDE APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES DURING REMEDIATION, DEMOLITION, AND CONTRACTOR SHALL PROVIDE APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES DURING REMEDIATION, DEMOLITION, AND CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS OF STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY AND LOCAL REQUIREMENTS. 7. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH WALKS AND OTHER ADJACENT OCCUPIED CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH WALKS AND OTHER ADJACENT OCCUPIED AND USED RESIDENCES. 8. CONTRACTOR WILL ENSURE THAT NO UTILITY/POWER INTERRUPTIONS TO BUILDINGS AND STREET LIGHTS OCCURS WITHOUT PRIOR APPROVAL BY THE CONTRACTOR WILL ENSURE THAT NO UTILITY/POWER INTERRUPTIONS TO BUILDINGS AND STREET LIGHTS OCCURS WITHOUT PRIOR APPROVAL BY THE COR. 9. PRIOR TO STARTING WORK IN ANY AREA, THE CONTRACTOR SHALL OBTAIN THE SERVICES ON THE UNDERGROUND UTILITY LOCATING SUB PRIOR TO STARTING WORK IN ANY AREA, THE CONTRACTOR SHALL OBTAIN THE SERVICES ON THE UNDERGROUND UTILITY LOCATING SUB CONTRACTOR TO TAKE THE NECESSARY STEPS TO DETERMINE THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UNDERGROUND PIPING, CONDUITS, AND STRUCTURES. THE CONTRACTOR SHALL CARRY OUT THE OPERATIONS IN SUCH A MANNER AS TO PREVENT INTERFERENCE WITH LINES WHICH ARE TO REMAIN UNDISTURBED. ANY UTILITY, UTILITY STRUCTURE, PIPING OR CONDUIT DISTURBED IN THE COURSE OF THIS CONTRACT SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO EXTRA COST TO THE GOVERNMENT.

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TYP.

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ONE HAND RAILING AT STEPS

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COMPACTED EARTH TO 95%

AutoCAD SHX Text 4" THICK POURED CONCRETE SLAB W/ 6 X 6 1010 W.W.F. ON 6" TYPE 2A GRAVEL SUB-BASE COMPACTED TO 95%

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6" MIN. COMPACTED 2A STONE SUB BASE. RAISE AS REQUIRED TO MEET GRADES.

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BROOM FINISH

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TOOLED CONTRACTION JOINTS AS SHOWN ON PLAN

AutoCAD SHX Text 8'-0"x 6" STANDARD PIPE POSTBARRICADE CONCRETE FILLED. ALL BOLLARDS SHALL BE LEVEL WITH EACH OTHER ABOVE GROUND.

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POURED CONCRETE PER VA SPECIFICATION SECTION 03 30 00

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OSHA YELLOW SAFETY PVC COVER.

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DOME CONCRETE

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SCALE: 1/4" = 1'-0"

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GS101

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CONSTRUCTION SITE PLAN

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GS-101

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TRUE NORTH

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PROJECT NORTH

AutoCAD SHX Text A

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AutoCAD SHX Text A

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AutoCAD SHX Text Revisions

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VA FORM 08-6231, OCT 1978

AutoCAD SHX Text F

AutoCAD SHX Text Date

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AutoCAD SHX Text Approved:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Location

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

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AutoCAD SHX Text Date

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BOUND BROOK

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

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AutoCAD SHX Text P:\3033-19-01 BOUND BROOK VA, NJ - KITCHEN AND SITE RENOVATION\100% BID DOCUMENTS\DRAWINGS\GS-101 CONSTRUCTION SITE-PLAN 7/16/2020 9:24 AM ELINORE

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text one-eighth inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

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AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text

RENOVATE BOUND BROOK RESIDENCE

AutoCAD SHX Text Professional Seal

AutoCAD SHX Text

16, JULY 2020

AutoCAD SHX Text 561A4-17-110

AutoCAD SHX Text Bound Brook, N.J.

AutoCAD SHX Text

BID SUBMISSION

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text 309 East High Street, AutoCAD SHX Text

AutoCAD SHX Text

ELI/TOM

AutoCAD SHX Text Bid Document Submission

AutoCAD SHX Text 7/16/20

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SCALE: 1" = 1'-0"

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GS101

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SCALE: 1/4" = 1'-0"

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GS101

PHASING NOTES

DEMOLITION GENERAL NOTES

NOT IN CONTRACT

DINING ROOM

KITCHEN

TOILET

KITCHEN

DEMOLITION GENERAL NOTES

FIRST FLOOR

SECOND FLOOR

TOILET

DEMOLITION FIRST FLOOR PLAN

DCS Infrastructure, LLC Design & Construction Services

12 Elm Street Port Jefferson, N.Y. 11777 631-320-1706

DEMOLITION SECOND FLOOR PLAN

AutoCAD SHX Text PHASE 1 - PROCESS ALL SUBMITTALS FOR THE JOB PHASE 2 -DEMOLITION AND CONSTRUCTION FOR THE SECOND FLOOR KITCHEN AND BATHROOM WORK AS SHOWN. PERFORM ALL WORK SHOWN ON THE SECOND FLOOR KITCHEN AND BATHROOM. LEAN UP BEFORE STARTING PHASE 3 WORK. PHASE 3 -PROVIDE TEMPORARY BARRICADES FOR THE DEMOLITION AND CONSTRUCTION FOR THE FIRST FLOOR KITCHEN AND BATHROOM WORK AS SHOWN. PERFORM ALL WORK SHOWN ON THE FIRST FLOOR KITCHEN AND BATHROOM. CLEAN UP AND REMOVE TEMPORARY BARRICADES. PHASE 4 -PROVIDE TEMPORARY BARRICADES FOR THE DEMOLITION AND CONSTRUCTION FOR THE REAR DECK AND RAMP WORK AS SHOWN. PERFORM ALL WORK SHOWN ON THE SECOND FLOOR KITCHEN AND BATHROOM. CLEAN UP AND REMOVE TEMPORARY BARRICADES. PHASE 5 -PROVIDE TEMPORARY BARRICADES FOR THE DEMOLITION AND CONSTRUCTION FOR THE FRONT DECK WORK AS SHOWN. CLEAN UP AND REMOVE TEMPORARY BARRICADES. PHASE 6 -PROVIDE TEMPORARY BARRICADES FOR THE DEMOLITION AND CONSTRUCTION WORK FOR THE EAST SIDE STAIR AND PLATFORM AS SHOWN. CLEAN UP AND REMOVE TEMPORARY BARRICADES. PHASE 7 - CLEAN ENTIRE CONSTRUCTION PROJECT.

AutoCAD SHX Text REMOVE ENTIRE REAR WOODED DECK INCLUDING FOOTINGS, LEDGER BOARDS, STAIRS, RAILINGS, ETC. REMOVE ENTIRE FRONT WOODEN DECK INCLUDING FOOTINGS, LEDGER BOARDS, STAIRS, RAILINGS, ETC. ROOF STRUCTURE AND COLUMNS TO REMAIN. SUPPORT ROOF STRUCTURE DURING DEMOLITION AND CONSTRUCTION OF NEW DECK. REMOVE KITCHEN STOVE AND REFRIGERATOR AND STORE FOR REINSTALLATION. DISCONNECT ELECTRICAL POWER TO ALL APPLIANCES. REMOVE ALL KITCHEN CABINETS, COUNTER TOPS, GYPSUM BOARD AT TILE BEHIND STOVE IN KITCHEN AREA. REMOVE ALL FLOORING TO SUB-FLOORING INCLUDING ANY ADDITIONAL FLOOR COVERING BELOW THE EXPOSED FLOOR. REMOVE SHOWER STALL, VALVE BODY AND SPRAY HEAD. REMOVE ALL WALL FINISHES IN SHOWER TO STUD WALL. REMOVE CURB AT FLOOR. REMOVE SHOWER WALL BY SINK. REMOVE BATHROOM WATER CLOSET, SINK AND WASHER/DRYER. DISCONNECT ALL PLUMBING AND ELECTRIC AS REQUIRED. REMOVE ALL FLOORING TO SUB-FLOOR INCLUDING ANY ADDITIONAL FLOOR COVERING BELOW THE EXPOSED FLOOR. REMOVE FLOOR DRAIN. REMOVE ENTIRE PLATFORM AND STEPS TO GRADE INCLUDING FOUNDATIONS AND FOOTINGS. REMOVE CONCRETE SLAB AT LAST STEP TO DRIVEWAY. REMOVE CLOSET WALLS, PATCH EXISTING WALLS AND CEILING TO REMAIN TO MATCH EXISTING CONDITIONS. REMOVE FLOOR VENT IN KITCHEN (NOT CONNECTED), CLOSE UP HOLE TO RECEIVE NEW FLOORING. MATCH EXISTING MATERIALS. REMOVE EXISTING LIGHTING SWITCHES AND INSTALL NEW LIGHTING SWITCHES IN WALL AS SHOWN. PROVIDE NEGATIVE AIR IN ALL WORKING ENVIRONMENTS DURING ALL DEMOLITION AND CONSTRUCTION.

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WASHER DRYER

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SINK

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SHOWER

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DRIVEWAY

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SINK

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TUB/SHOWER

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REFG.

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CL.

AutoCAD SHX Text REMOVE ALL LAYERS OF FLOORING, BASE MOLDINGS, SUB-FLOORING TO FLOOR JOISTS, COUNTER TOPS AND SINK. REMOVE KITCHEN CABINETS. REMOVE KITCHEN STOVE AND REFRIGERATOR AND STORE FOR REINSTALLATION. DISCONNECT ALL ELECTRICAL POWER TO APPLIANCES. SOFFIT'S AND CEILINGS TO REMAIN REMOVE BATH TUB, TUB WALL ENCLOSURE, SHOWER BODY AND SPRAY HEAD. DO NOT DAMAGE FLOOR CERAMIC TILE. PROVIDE NEGATIVE AIR IN ALL WORKING ENVIRONMENTS DURING ALL DEMOLITION AND CONSTRUCTION.

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FLOOR TO REMAIN

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FLOOR TO REMAIN

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FLOOR TO REMAIN

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LINE OF OVERHANG BELOW

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FLOOR DRAIN

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FLOOR TO REMAIN

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FLOOR DRAIN

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NEW LIGHT SWITCHES

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NEW FLOORING

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FLOOR TO REMAIN

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NEW FLOORING

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PHASE 2 WORK

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NO OCCUPANCY DURING THIS PHASE OF WORK

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PHASE 3 WORK

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PHASE 4 WORK

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6'-0" HIGH CHAIN LINK TEMPORARY FENCE DURING CONSTRUCTION

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6'-0" HIGH CHAIN LINK TEMPORARY FENCE DURING CONSTRUCTION

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PHASE 5 WORK

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PHASE 6 WORK

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6'-0" HIGH CHAIN LINK TEMPORARY FENCE DURING CONSTRUCTION

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6'-0" HIGH CHAIN LINK TEMPORARY FENCE DURING CONSTRUCTION

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POLY BARRIER DURING DEMO AND CONSTRUCTION

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SCALE: 1/4" = 1-0"

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AD-101

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FIRST AND SECOND FLOOR

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DEMOLITION PLANS

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AD-101

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TRUE NORTH

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PROJECT NORTH

AutoCAD SHX Text A

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AutoCAD SHX Text A

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AutoCAD SHX Text Revisions

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VA FORM 08-6231, OCT 1978

AutoCAD SHX Text F

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AutoCAD SHX Text Approved:

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BOUND BROOK

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AutoCAD SHX Text E

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AutoCAD SHX Text P:\3033-19-01 BOUND BROOK VA, NJ - KITCHEN AND SITE RENOVATION\100% BID DOCUMENTS\DRAWINGS\AD-101 FIRST & SECOND FLOOR DEMOLITION PLANS 7/16/2020 9:29 AM ELINORE

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text one-eighth inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

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AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text

RENOVATE BOUND BROOK RESIDENCE

AutoCAD SHX Text Professional Seal

AutoCAD SHX Text

16, JULY 2020

AutoCAD SHX Text 561A4-17-110

AutoCAD SHX Text Bound Brook, N.J.

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BID SUBMISSION

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FULLY SPRINKLERED

AutoCAD SHX Text 309 East High Street, AutoCAD SHX Text

AutoCAD SHX Text

ELI/TOM

AutoCAD SHX Text Bid Document Submission

AutoCAD SHX Text 7/16/20

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SCALE: 1/4" = 1-0"

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AD-101

FOUNDATION FLOOR PLAN

Design & Construction Services

12 Elm Street Port Jefferson, N.Y. 11777 631-320-1706

CONCRETE PAD DETAILCONCRETE STARTER RAMPCONCRETE STARTER RAMPCONCRETE POST DETAIL

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UP 5 RS.

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UP 5 RS.

AutoCAD SHX Text 6" X 6" POSTS ON 12" DIA. POURED CONCRETE FOOTINGS, MIN. 36" BELOW FINISHED GRADE AT POST, TYPICAL

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4" STEEL PIPE BOLLARD IN 36" DEEP P.C. FOOTING W/ PVC BOLLARD WRAP OVER PIPE

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2 - 2" X 6 HEADERS, FLUSH

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2 - 2" X 6 HEADERS, FLUSH

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NOTCH OUT 6" X 6" POSTS TO RECEIVE HEADERS

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NOTCH OUT 6" X 6" POSTS TO RECEIVE HEADERS

AutoCAD SHX Text 2" X 6" LEDGER BOARD SCREWED TO BUILDING WITH 1/2" X 4" S.S. ANCHORS AT 12" O.C. STAGGERED, DOUBLED AT ENDS

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2" X 12" STRINGERS

AutoCAD SHX Text 4" DEEP POURED CONCRETE W/ 1010 6 X 6 WWF ON 6" GRAVEL BASE. SLAB FLUSH WITH GRADE, 6" INTO FIRST STEP FOR STEP SUPPORT

AutoCAD SHX Text 2" X 8" LEDGER BOARD SCREWED TO BUILDING WITH 1/2" X 4" S.S. ANCHORS AT 12" O.C. STAGGERED, DOUBLED AT ENDS

AutoCAD SHX Text 2" X 8" F.J. @ 12" O.C.

AutoCAD SHX Text 2" X 8" F.J. @ 16" O.C.

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(2) 2" X 8" HDR. LOW2" X 8" HDR. LOW

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(2) 2" X 8" HDR. LOW2" X 8" HDR. LOW

AutoCAD SHX Text 2" X 6" F.J. @ 16" O.C.

AutoCAD SHX Text 24" X 24" X 36" DEEP" POURED CONCRETE FOOTINGS, MIN. 36" BELOW FINISHED GRADE AT POSTS, TYPICAL 6" X 6" POSTS ON ABU66Z POST BASE W/ 5/8" ANCHOR DIA., TYPICAL

AutoCAD SHX Text

SIMPSON LU28R-18 JOIST HANGER AT EACH F.J.

AutoCAD SHX Text

SIMPSON LU28R-18 JOIST HANGER AT EACH F.J.

AutoCAD SHX Text

SIMPSON LU28R-18 JOIST HANGER AT EACH F.J.

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SIMPSON LU28R-18 JOIST HANGER AT EACH F.J.

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SIMPSON PCZ/EPCZ POST CAP FOR 6 X 6 POST

AutoCAD SHX Text

SIMPSON PCZ/EPCZ POST CAP FOR 6 X 6 POST

AutoCAD SHX Text 24" X 24" X 36" DEEP" POURED CONCRETE FOOTINGS, MIN. 36" BELOW FINISHED GRADE AT POSTS, TYPICAL 6" X 6" POSTS ON ABU66Z POST BASE W/ 5/8" ANCHOR DIA., TYPICAL

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2" X 12" STRINGERS

AutoCAD SHX Text

2" X 12" STRINGERS

AutoCAD SHX Text

2" X 12" STRINGERS

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EXISTING FIRE DEPARTMENT CONNECTION, DO NOT BLOCK

AutoCAD SHX Text 4" STEEL PIPE BOLLARD IN 36" DEEP P.C. FOOTING W/ PVC BOLLARD WRAP OVER PIPE, TYP FOR 6

AutoCAD SHX Text 2" X 8" F.J. @ 16" O.C.

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STEPS:7" MAX. RISERS, 11" MIN. THREADS, CLOSED RISERS, TYPICAL

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RAMP UP 14'-0"

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RAMP UP 14'-0"

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RAMP UP 12'-0"

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SLOPE 1:12 MAX.

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SLOPE 1:12 MAX.

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SLOPE 1:12 MAX.

AutoCAD SHX Text 2" X 8" F.J. @ 16" O.C.

AutoCAD SHX Text 2" X 8" LEDGER BOARD SCREWED TO BUILDING WITH 1/2" X 4" S.S. ANCHORS AT 12" O.C. STAGGERED, DOUBLED AT ENDS

AutoCAD SHX Text

(2) 2" X 8" HEADER 2" X 8" HEADER ON 6" X 6" POSTS

AutoCAD SHX Text

(2) 2" X 8" HEADER 2" X 8" HEADER ON 6" X 6"

AutoCAD SHX Text

(2) 2" X 8" HEADER ON 6" X 6" POSTS2" X 8" HEADER ON 6" X 6" POSTS

AutoCAD SHX Text

(2) 2" X 8" HEADER ON 6" X 6" POSTS2" X 8" HEADER ON 6" X 6" POSTS

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" HEADER2" X 8" HEADER

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(2) 2" X 8" 2" X 8" HEADER

AutoCAD SHX Text 2" X 8" F.J. @ 12" O.C.

AutoCAD SHX Text

(2) 2" X 8" 2" X 8" HEADER

AutoCAD SHX Text

(2) 2" X 8" 2" X 8" HEADER

AutoCAD SHX Text

(2) 2" X 8" 2" X 8" HEADER

AutoCAD SHX Text

(2) 2" X 8" HEADER2" X 8" HEADER

AutoCAD SHX Text

(2) 2" X 8" HEADER2" X 8" HEADER

AutoCAD SHX Text 2" X 8" F.J. @ 16" O.C.

AutoCAD SHX Text 12" DIA. X 36" DEEP" POURED CONCRETE FOOTINGS, MIN. 36" BELOW FINISHED GRADE AT POSTS, TYPICAL 6" X 6" POSTS ON ABU66Z POST BASE W/ 5/8" ANCHOR DIA., TYPICAL

AutoCAD SHX Text

2" X 12" STRINGERS

AutoCAD SHX Text

2" X 12" STRINGERS

AutoCAD SHX Text

(2) 2" X 8" 2" X 8" HEADER

AutoCAD SHX Text

2" X 12" STRINGERS

AutoCAD SHX Text

2" X 12" STRINGERS

AutoCAD SHX Text

(2) 2" X 8" 2" X 8" HEADER

AutoCAD SHX Text

(2) 2" X 8" HEADER2" X 8" HEADER

AutoCAD SHX Text 2" X 8" F.J. @ 16" O.C.

AutoCAD SHX…

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