561A4-21-101 Replace RF Unit Site Prep - Rm 48 Construction Drawings.pdf

PDF 40 MB Posted Sep 3, 2024

Attached to: Y1DA--Project Number: 561A4-21-101 Replace RF Unit Site Prep - Rm. 48 Lyons VAMC Federal contract opportunity
Solicitation number: 36C24224B0048
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Sep 3, 2024

This document contains construction drawings for Project Number 561A4-21-101 to Replace the RF Unit and perform Site Preparation for Room 48 at the Lyons VA Medical Center. The project is solicited by the Department of Veterans Affairs Veterans Health Administration, Veterans Integrated Service Network 2. The solicitation number is 36C24224B0048. The drawings provide details and specifications for the required construction work, including demolition, electrical, mechanical, and structural plans. No additional information about response dates, pricing, or set-asides is provided in the drawings.

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Other files for this federal contract opportunity

Other files attached to Y1DA--Project Number: 561A4-21-101 Replace RF Unit Site Prep - Rm. 48 Lyons VAMC, newest first.
File	Type	Posted
Question and Answers IFB 36C24224B0048 9-30-2024.docx	DOCX document	Sep 30, 2024
36C24224B0048 0001.docx	DOCX document	Sep 30, 2024
Sign in Pre-Bid Site visit S05.pdf	PDF	Sep 30, 2024
FAR 52.225-2 BUY AMERICAN CERTIFICATE.docx	DOCX document	Sep 3, 2024
Wages.pdf	PDF	Sep 3, 2024
852.219-75 VA NOTICE OF LIMITATIONS ON SUBCONTRACTING-CERTIFICATE OF COMPLIANCE FOR SERVICES AND CONSTRUCTION (DEVIATION).pdf	PDF	Sep 3, 2024
561A4-21-101 Replace RF Unit Site Prep - Rm 48 Specifications.pdf	PDF	Sep 3, 2024
36C24224B0048_1.docx	DOCX document	Sep 3, 2024
Construction SOW 561A4-21-101 Replace RF Unit Site Prep - Rm 48 02.docx	DOCX document	Sep 3, 2024

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FE PROJECT #: 22-171

Replace RF Unit Site Prep- Rm. 48

561A4-21-101

06-14-24

FOR CONSTRUCTION

151 KNOLLCROFT RD.

LYONS, NJ 07939

HVAC: GROUND FLOOR & REFLECTIVE CEILING NEW CONSTRUCTION PLANS

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ELECTRICAL: DETAILS

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HVAC: RE-BALANCING DRAWING 1: AHU-1 (SUPPLY & RETURN) EF-2, 3 & 4

HVAC: RE-BALANCING DRAWING 2: AHU-1 (SUPPLY & RETURN) EF-2 & 3

HVAC: RE-BALANCING DRAWING 2: AHU-1 (SUPPLY & RETURN) EF-2

HVAC: RE-BALANCING, PERFORMANCE DATA: AH-1 (SUPPLY & RETURN) EF-2, 3 & 4

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20MPH

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BUILDING #95

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24" SPRUCE

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SPRUCE

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(DEAD)

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SPRUCE TREES (6"-24")

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16" TRIP

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EXCAVATED AREA

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WATER

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BUILDING 1 LOCATION

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VALLEY ROAD

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PROJECT TITLE:

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MEDICAL CENTER

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LYONS, N.J. 07939

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DEPARTMENT OF VETERANS AFFAIRS

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V.A. PROJECT NO.: 561A4-21-101

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LOCATION MAP

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CONSULTING ENGINEERS:

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22 MULBERRY STREET MIDDLETOWN, NEW YORK 10940

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REPLACE RF UNIT SITE PREP - BLDG 1 RM. 48

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INDEX OF DRAWINGS

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BUILDING LOCATION MAP

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AERIAL VIEW

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SITE LOCATION

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VA FORM 08-6231

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FULLY SPRINKLERED

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REV #

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DATE

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REVISION DESCRIPTION

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PROF. SEAL:

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DESIGN APPROVED W/ COMMENTS:

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MARK D. FELLENZER, P.E.

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NJ PROFESSIONAL ENGINEER NO. 24GE04661500 EXP. 4/26

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22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 22-171

Replace RF Unit Site Prep- Rm. 48

561A4-21-101

06-14-24

FOR CONSTRUCTION

151 KNOLLCROFT RD.

LYONS, NJ 07939

GROUND FLOOR KEY PLAN:

30EDF SL

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EQUIPMENT BUILDING

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EXISTING TRAILER

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DUMPSTER

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%%UNOTES:

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1. SEE DETAIL 1 FOR LOCATIONS OF TEMPORARY CONSTRUCTION FENCING AND SEE DETAIL 1 FOR LOCATIONS OF TEMPORARY CONSTRUCTION FENCING AND ADDITIONAL INFORMATION. 2. 2x11GA WIRE FILL 2x11GA WIRE FILL 3. TENSION BANDS W/ NUTS AND BOLTS (NOT PRESS CLIPS) TENSION BANDS W/ NUTS AND BOLTS (NOT PRESS CLIPS) 4. WIRE TIES EVERY 12" WIRE TIES EVERY 12" 5. PROVIDE SAND BAGS AS ADDITIONAL SUPPORT ATOP STABILIZERS/STANDS.PROVIDE SAND BAGS AS ADDITIONAL SUPPORT ATOP STABILIZERS/STANDS.

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TENSION BANDS

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GRADE

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STABILIZERS/ STANDS

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FENCE STABILIZERS/ STANDS

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FRONT VIEW

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SIDE VIEW

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TOP VIEW

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MAX.

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PROVIDE (2) FILLED SAND BAGS FOR EACH STABILIZER/STAND FOR STABILITY.

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GRADE

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%%UNOTES:

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1. CENTER RAIL REQUIRED ON GATE LEAVES. CENTER RAIL REQUIRED ON GATE LEAVES. 2. CONTRACTOR TO PROPOSE AND COORDINATE LOCATION WITH VA. SEE CONTRACTOR TO PROPOSE AND COORDINATE LOCATION WITH VA. SEE DETAIL #1 FOR APPROXIMATE LOCATIONS.

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TENSION BANDS

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PROVIDE (2) FILLED SAND BAGS FOR EACH STABILIZER/STAND FOR STABILITY.

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MIN.

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CENTER RAIL

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1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES & REGULATIONS FOR THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES & REGULATIONS FOR THE DEMOLITION AND CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL PROVIDE ALL SIDEWALK BRIDGING AND SAFETIES REQUIRED FOR THE CONTRACTOR SHALL PROVIDE ALL SIDEWALK BRIDGING AND SAFETIES REQUIRED FOR PROPER PROTECTION OF ALL WALKWAYS AND DRIVEWAYS. SUCH BRIDGING SHALL BE HEAVY DUTY BRIDGING (300 PSF CAPACITY) WITH LIGHTS. ALL WORK TO COMPLY WITH ALL FEDERAL, STATE, & LOCAL LAWS AND REGULATIONS AS WELL AS OSHA REQUIREMENTS. BRIDGING & SCAFFOLDING SHOP DRAWING SUBMISSION SHALL INCLUDE A STRUCTURAL DESIGN, SIGNED & SEALED BY A CERTIFIED STRUCTURAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO PROVIDE TO VA CONTRACTING OFFICER'S PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO PROVIDE TO VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND VA SAFETY REPRESENTATIVE A COMPLETE AND DETAILED CONSTRUCTION PLAN INCLUDING: CONSTRUCTION PHASING PLAN, CONSTRUCTION SCHEDULE, SAFETY PLAN WITH FALL PROTECTION SHOWING ALL SAFETY MEASURES BEING TAKEN TO PROTECT AREAS AND PEOPLE BELOW AREAS OF WORK. CONSTRUCTION PLAN TO BE APPROVED BY VA PRIOR TO START OF WORK. 4. CONSTRUCTION PLAN TO ALSO INCLUDE INSTALLATION DETAILS OF SCAFFOLDING, BRIDGING AND CONSTRUCTION PLAN TO ALSO INCLUDE INSTALLATION DETAILS OF SCAFFOLDING, BRIDGING AND MOTORIZED HOIST/TOWER ELEVATOR PLANS. INSTALLATION DETAILS TO BE CERTIFIED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY. 5. PROVIDE FALL PROTECTION PRIOR TO ALL DEMOLITION WORK AND ONCE AGAIN PRIOR TO ANY PROVIDE FALL PROTECTION PRIOR TO ALL DEMOLITION WORK AND ONCE AGAIN PRIOR TO ANY NEW WORK. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS CONCERNING OSHA STANDARD 1926.500 "FALL PROTECTION". 6. CONTRACTOR TO SUPPLY AND USE ALL "PERSONAL FALL ARREST SYSTEMS" AS REQUIRED BY CONTRACTOR TO SUPPLY AND USE ALL "PERSONAL FALL ARREST SYSTEMS" AS REQUIRED BY 29 CFR 1926. 7. CONTRACTOR TO HAVE ON SITE AT ALL TIMES DURING CONSTRUCTION, A "SAFETY MONITOR" CONTRACTOR TO HAVE ON SITE AT ALL TIMES DURING CONSTRUCTION, A "SAFETY MONITOR" PERSON TO ACT AS OUTLINED IN OSHA "FALL PROTECTION SYSTEMS AND PRACTICES" STANDARD 1926.502. MONITOR TO WORK WITH VA COR AND SAFETY OFFICE AND COORDINATE ALL SAFETY ACTIVITIES. 8. CHUTES ARE NOT TO BE USED FOR THE REMOVAL OF MATERIAL FROM THE ROOFTOP. CHUTES ARE NOT TO BE USED FOR THE REMOVAL OF MATERIAL FROM THE ROOFTOP. 9. PROVIDE REFLECTIVE VINYL SIGNAGE FOR ALL FIRE DEPARTMENT CONNECTIONS FOR THE PROVIDE REFLECTIVE VINYL SIGNAGE FOR ALL FIRE DEPARTMENT CONNECTIONS FOR THE DURATION OF THE PROJECT. SIGNAGE TO NOTE "DO NOT BLOCK" "FIRE DEPARTMENT CONNECTION". 10. CONTRACTOR SHALL PROVIDE SAFETY & CONSTRUCTION SIGNS PER THE VA REQUIREMENTS CONTRACTOR SHALL PROVIDE SAFETY & CONSTRUCTION SIGNS PER THE VA REQUIREMENTS DESCRIBED IN SPECIFICATION SECTION 01 00 00. ALL SIGNAGE TO BE REVIEWED AS PART OF THE SAFETY PLAN. 11. LOCAL BARRIERS WILL BE USED WHEN MATERIAL TRANSPORTING EQUIPMENT, INCLUDING BUT LOCAL BARRIERS WILL BE USED WHEN MATERIAL TRANSPORTING EQUIPMENT, INCLUDING BUT NOT LIMITED TO SCISSOR LIFTS, MOBILE BOOM LIFTS, CRANES, SCAFFOLDIING AND HOIST TOWER ELEVATORS, ARE EMPLOYED. ALL BARRIERS SHALL BE SUBMITTED TO THE ENGINEER & VA FOR APPROVAL. 12. CONTRACTOR MUST PROTECT ALL EXISTING VEGETATION DURING EACH PHASE OF WORK BY AN CONTRACTOR MUST PROTECT ALL EXISTING VEGETATION DURING EACH PHASE OF WORK BY AN APPROVED VA METHOD. REFER TO SPECIFICATION 01 00 00 FOR FURTHER INFORMATION.

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1. FINAL LOCATION FOR STAGING SHALL BE COORDINATED WITH THE VA COR PRIOR TO START OF FINAL LOCATION FOR STAGING SHALL BE COORDINATED WITH THE VA COR PRIOR TO START OF ANY WORK. 2. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND STORAGE AREA PER VA GUIDELINES CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND STORAGE AREA PER VA GUIDELINES & STANDARDS. STAGING AREA TO BE LOCKED AND SECURED WHEN NOT ATTENDED. 3. COORDINATE WITH THE VA FOR MAXIMUM AVAILABLE AREAS FOR CONTRACTOR TRAILERS AND COORDINATE WITH THE VA FOR MAXIMUM AVAILABLE AREAS FOR CONTRACTOR TRAILERS AND MATERIAL STORAGE. CONTRACTOR TO MINIMIZE SPACE AND DURATION OF USE OF THESE SPACES AS MUCH AS POSSIBLE. 4. ANY DISTURBANCE TO TRAFFIC FLOW IN PARKING LOT AT THE VA CAMPUS, INCLUDING LIFTING ANY DISTURBANCE TO TRAFFIC FLOW IN PARKING LOT AT THE VA CAMPUS, INCLUDING LIFTING OF EQUIPMENT OR MATERIAL, MUST TAKE PLACE AFTER 5 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR AT ANY TIME ON WEEKENDS. MINOR MATERIAL DELIVERIES AND REMOVALS MAY TAKE PLACE DURING NORMAL BUSINESS HOURS BY USE OF THE VA APPROVED ELEVATORS. 5. CONTRACTOR TO SUPPLY AND MAINTAIN DUMPSTERS FOR CONSTRUCTION DEBRIS. CONTRACTOR TO SUPPLY AND MAINTAIN DUMPSTERS FOR CONSTRUCTION DEBRIS. 6. USE OF VA DUMPSTERS OR COMPACTOR IS NOT ALLOWED. USE OF VA DUMPSTERS OR COMPACTOR IS NOT ALLOWED. 7. PROVIDE TARP; DUMPSTERS TO BE COVERED AT ALL TIMES. PROVIDE TARP; DUMPSTERS TO BE COVERED AT ALL TIMES. 8. DUMPSTERS TO BE REMOVED/REPLACED WITHIN 24 HOURS OF REACHING MAXIMUM ALLOWABLE DUMPSTERS TO BE REMOVED/REPLACED WITHIN 24 HOURS OF REACHING MAXIMUM ALLOWABLE CAPACITY. ALL DISPOSAL FEES BY THE CONTRACTOR. 9. PROVIDE WARNING SIGNS IN AREA OF DUMPSTERS AND AS DIRECTED BY VA. PROVIDE WARNING SIGNS IN AREA OF DUMPSTERS AND AS DIRECTED BY VA. 10. PROVIDE NETTING AND BRIDGING TO PROTECT ALL AREAS INCLUDING BUT NOT LIMITED TO THE PROVIDE NETTING AND BRIDGING TO PROTECT ALL AREAS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: WALKWAYS, EQUIPMENT ON LOWER ROOF AREAS, ETC. THAT ARE BELOW THE LIFT AREAS OR WORKING AREAS. ALL HVAC UNITS, INCLUDING BUT NOT LIMITED TO UNITS WITH INTAKES OR FANS BLOWING UPWARDS, SHALL BE PROTECTED FROM ANY FALLING DEBRIS WITH BRIDGING AND AREA PROTECTION SHALL NOT BLOCK OR RESTRICT THE AIR FLOW OF ANY EQUIPMENT. 11. CONTRACTOR SHALL SUBMIT MOTORIZED HOIST/TOWER ELEVATOR, SCAFFOLDING AND BRIDGING CONTRACTOR SHALL SUBMIT MOTORIZED HOIST/TOWER ELEVATOR, SCAFFOLDING AND BRIDGING PLANS TO VA FOR REVIEW & APPROVAL. 12. ALL OUTSIDE LIFTS OF EQUIPMENT OR MATERIAL TO BE PERFORMED DURING THE HOURS AFTER ALL OUTSIDE LIFTS OF EQUIPMENT OR MATERIAL TO BE PERFORMED DURING THE HOURS AFTER 5:00 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR DURING THE WEEKEND. 13. ALL SUSPENDED SCAFFOLDING SYSTEMS, LIFTS AND LOAD PLACED ON THE ROOF SHALL NOT ALL SUSPENDED SCAFFOLDING SYSTEMS, LIFTS AND LOAD PLACED ON THE ROOF SHALL NOT EXCEED 40 PSF. LIFTS REQUIRE ADDITIONAL WEIGHT WAIVER SHALL BE COORDINATED AND THE ACTUAL LOCATION OF PLACEMENT BE DEFINED WITH A NEW WEIGHT LIMIT/RESTRICTION. 14. PRIOR TO STARTING WORK, SUBMIT FOR VA APPROVAL DETAILED SCHEDULE INDICATING ALL PRIOR TO STARTING WORK, SUBMIT FOR VA APPROVAL DETAILED SCHEDULE INDICATING ALL WORK THAT MAY AFFECT THE OWNER'S USE OF THE FACILITY, INCLUDING UTILITY SHUT DOWNS, NOISE GENERATING ACTIVITIES, OPERATIONS IMPACTING TRAFFIC PATTERNS, AND AREAS AFFECTING PATIENT PRIVACY. 15. PROTECT ALL EXISTING COMPONENTS TO BE LEFT IN PLACE, INCLUDING PAVING, LANDSCAPING PROTECT ALL EXISTING COMPONENTS TO BE LEFT IN PLACE, INCLUDING PAVING, LANDSCAPING AND OTHER SITE COMPONENTS. MAINTAIN A WEATHER-TIGHT ENCLOSURE OVER THE OCCUPIED SPACE BENEATH THE WORK AREA AT ALL TIMES. 16. TRAFFIC ALONG ALL ACCESS ROADS MUST ALWAYS HAVE AT LEAST 1 LANE OPEN AT ALL TIMES TRAFFIC ALONG ALL ACCESS ROADS MUST ALWAYS HAVE AT LEAST 1 LANE OPEN AT ALL TIMES FOR EMERGENCY VEHICLE ACCESS. IF DOWN TO 1 LANE EVEN FOR A VERY SHORT PERIOD OF TIME, FLAG PERSONS MUST DIRECT TRAFFIC ON BOTH ENDS OF THE CLOSURE AS WELL AS THE VISITOR'S PARKING LOT ENTRANCE. 17. PEDESTRIAN AND VEHICULAR TRAFFIC TO BE MAINTAINED AT ALL TIMES AT THE MAIN ENTRANCE. PEDESTRIAN AND VEHICULAR TRAFFIC TO BE MAINTAINED AT ALL TIMES AT THE MAIN ENTRANCE. DO NOT IMPACT PICK-UP OR DROP-OFF OPERATIONS AT ANY TIMES. 18. USE OF NOISE & VIBRATION EMITTING POWER TOOLS MAY BE USED DURING THE HOURS OF USE OF NOISE & VIBRATION EMITTING POWER TOOLS MAY BE USED DURING THE HOURS OF 7:30-5:00PM, MONDAY - FRIDAY, WITHIN NOISE & VIBRATION LIMITS SPECIFIED BY THE VA. PERMISSION MUST BE REQUESTED AT LEAST 72 HOURS IN ADVANCE & APPROVAL AUTHORIZED BEFORE USE OF ANY SUCH EQUIPMENT. 19. VA COR OR SAFETY OFFICER CAN STOP THE USE OF NOISE & VIBRATION EMITTING POWER VA COR OR SAFETY OFFICER CAN STOP THE USE OF NOISE & VIBRATION EMITTING POWER TOOLS AT ANY TIME IF THE NOISE & VIBRATION IMPACTS ANY HOSPITAL FUNCTION. IF THIS OCCURS, WORK MUST BE PERFORMED OFF HOURS, BY USE OF HAND TOOLS OR AT AN ALTERNATE TIME AS APPROVED BY VA COR OR SAFETY OFFICER. 20. ALL WORK IN OCCUPIED AREAS AND BUILDING CORRIDOR SHALL NOT INTERRUPT PATIENT CARE ALL WORK IN OCCUPIED AREAS AND BUILDING CORRIDOR SHALL NOT INTERRUPT PATIENT CARE AND IS TO BE PERFORMED DURING THE HOURS AFTER 5:00 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR DURING THE WEEKEND. CEILING TILES MUST BE RE-INSTALLED AND AREA CLEANED EACH DAY AT FINISH OF WORK DAY PRIOR TO TURNING OVER TO VA. 21. SMOKING IS PROHIBITED ON THE VA MEDICAL CENTER PROPERTY, INCLUDING PARKING LOTS SMOKING IS PROHIBITED ON THE VA MEDICAL CENTER PROPERTY, INCLUDING PARKING LOTS AND STORAGE AREAS. 'SMOKING' INCLUDES THE USE OF ELECTRONIC CIGARETTES AND CIGARS.

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

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SANITARY MANHOLE

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EXISTING TRANSFORMER

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BUILDING IN PROJECT SCOPE

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DOOR OPENING TO REMAIN OPERATIONAL AT ALL TIMES.

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PROPOSED TEMPORARY FENCING

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EXISTING HVAC EQUIPMENT

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EXISTING BOLLARD

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STORM SEWER MANHOLE

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ELECTRICAL MANHOLE

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PROPOSED STAGING AREA

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text D

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FULLY SPRINKLERED

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

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REV #

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DATE

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REVISION DESCRIPTION

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PROF. SEAL:

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DESIGN APPROVED W/ COMMENTS:

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AREA OF WORK

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MARK D. FELLENZER, P.E.

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NJ PROFESSIONAL ENGINEER NO. 24GE04661500 EXP. 4/26

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AREA OF WORK

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STANDPIPE

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FIRE DEPARTMENT SIAMESE CONNECTION (DO NOT BLOCK)

AutoCAD SHX Text 40'x40'±PROPOSED STAGING AREA (MUST BE LOCKED AND SECURED WHEN NOT ATTENDED.)

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NO DELIVERIES OR STAGING THIS AREA

ALL DELIVERIES TO BUILDING LOADING DOCK AREA

X-RAY #1

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ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 22-171

Replace RF Unit Site Prep- Rm. 48

561A4-21-101

06-14-24

FOR CONSTRUCTION

151 KNOLLCROFT RD.

LYONS, NJ 07939

GROUND FLOOR KEY PLAN:

GI-003

ICRA PLANS

ARCHITECTURAL: GROUND FLOOR ICRA PLAN1

EDF SL

LEGEND:

Description of Required Infection Control Precautions by Class During Construction Project Upon Completion of

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transportation in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

C la ss

PATIENT RISK GROUP FOR "TYPE D" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP Class IV

Class III / IV

Class IV Class IV

NOTES:

ICRA TEMPORARY BARRIER

KEYED NOTES:

LIFE SAFETY LEGEND:

NON-RATED INTERIOR PARTITION

ICRA PARTITION DETAILS2

GENERAL NOTES AND CONSTRUCTION DETAILS:

AutoCAD SHX Text N

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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FULLY SPRINKLERED

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

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REV #

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DATE

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REVISION DESCRIPTION

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PROF. SEAL:

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DESIGN APPROVED W/ COMMENTS:

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AREA OF WORK

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MARK D. FELLENZER, P.E.

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NJ PROFESSIONAL ENGINEER NO. 24GE04661500 EXP. 4/26

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

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AREA NOT IN SCOPE U.N.O.

AutoCAD SHX Text MAJOR DEMOLITION AND CONSTRUCTION PROJECTS ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING SYSTEM NEW CONSTRUCTION

AutoCAD SHX Text

1. CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTROL CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTROL PRECAUTIONS AS SHOWN IN CHART FOR ALL WORK TO BE DONE UNDER THIS PROJECT, INCLUDING BUT NOT LIMITED TO TEMPORARY RATED PARTITIONS SEPARATION FROM OCCUPIED SPACES WITH RATED DOORS AS REQUIRED FOR ACCESS PRIOR TO STARTING ANY WORK. 2. IF AREA OF WORK IS IN QUESTION, COORDINATE WITH VA IF AREA OF WORK IS IN QUESTION, COORDINATE WITH VA REPRESENTATIVE FOR CLASSIFICATION OF AREA. 3. INSPECTION OF AREA REQUIRED BY VA COR/SAFETY/INFECTION INSPECTION OF AREA REQUIRED BY VA COR/SAFETY/INFECTION PREVENTION PRIOR TO REMOVING BARRIERS. 4. SEE DRAWING LS-101 FOR LEGEND AND LOCATIONS OF FIRE AND SEE DRAWING LS-101 FOR LEGEND AND LOCATIONS OF FIRE AND SMOKE BARRIERS ON THE GROUND FLOOR. 5. CONTRACTOR TO PROVIDE TEMPORARY DUMPSTERS, TEMPORARY SITE CONTRACTOR TO PROVIDE TEMPORARY DUMPSTERS, TEMPORARY SITE PROTECTION & SIGNAGE AS NECESSARY. 6. CONTRACTOR TO DEMO EXISTING ITEMS AS PER PLANS WITHOUT CONTRACTOR TO DEMO EXISTING ITEMS AS PER PLANS WITHOUT INTERRUPTION TO FACILITY. COVER ALL DEBRIS AND DAMPEN TO ELIMINATE DUST. 7. EXISTING SCANNING MEDICAL EQUIPMENT TO BE REMOVED BY EXISTING SCANNING MEDICAL EQUIPMENT TO BE REMOVED BY EQUIPMENT MANUFACTURER PRIOR TO START OF ANY DEMOLITION.

AutoCAD SHX Text

EXISTING FINISHED FLOOR

AutoCAD SHX Text 6 MIL. FIRE RETARDANT POLY EXTENDED TO UNDERSIDE OF STRUCTURE ABOVE TAPED AND SEALED AT ALL EDGES AND AROUND ALL PENETRATIONS

AutoCAD SHX Text

EXISTING FLOOR/ROOF STRUCTURE ABOVE

AutoCAD SHX Text EXISTING 44"Wx7'H DOOR, FRAME AND HARDWARE TO BE REMAIN FOR DURATION OF CONSTRUCTION AS TEMPORARY CONSTRUCTION ENTRANCE DOOR. PROVIDE NEGATIVE AIR PRESSURE MONITOR AT THIS PROVIDE NEGATIVE AIR PRESSURE MONITOR AT THIS 'TEMPORARY' CONSTRUCTION ENTRANCE DOOR. AFTER ROOM AFTER ROOM CONSTRUCTION AND EQUIPMENT INSTALLATION IS COMPLETE EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED AND DISPOSED. PROVIDE AND INSTALL NEW LEAD LINED DOOR & FRAME AND HARDWARE IN EXISTING LOCATION PER AS SERIES DRAWINGS. CONTRACTOR TO PROVIDE HARD BARRIER TO RIBBED CONCRETE FLOOR DECK ABOVE TO PROTECT ADJACENT AREAS FROM DUST AND DEBRIS. BARRIERS SHALL BE METAL STUD WALLS WITH (1) LAYER TYPE 'X' SHEETROCK APPROX. 3'-0" HIGH FROM TOP OF EXISTING WALL TO BOTTOM OF CONCRETE DECK. CONCRETE RIBS ARE APPROX. 8" DEEP AND APPROX. 6" WIDE. ALL JOINTS TO BE SEALED. SEE DETAIL 2/GI-003 WALL TYPE C PARTITION. PROVIDE WALK-OFF (TACKY) MAT. EXHAUST POINT TO MAINTAIN NEGATIVE PRESSURE. OPEN WINDOW OR REMOVE PANE AS NECESSARY TO EXHAUST AIR. CLOSE WINDOW OR REPLACE PANE TO EXISTING CONDITIONS UPON COMPLETION OF WORK. IDENTIFIED WINDOW SHALL BE USED FOR EXHAUST POINT. PROVIDE EXHAUST POINT/FAN AS NECESSARY TO MEET VENTILATION REQUIREMENTS. PROVIDE HEPA FILTRATION TO ALL EXHAUSTS. ALL WORK IN EXISTING CORRIDOR SHALL BE DURING OFF HOURS (NIGHTS AND WEEKENDS) AS APPROVED BY COR. PROVIDE "ICRA TEMPORARY BARRIERS" (PLASTIC SHEETING).

AutoCAD SHX Text

EXIT ROUTE FOR CONSTRUCTION DEBRIS.

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1 HR FIRE RATED BARRIER (45 MINUTE DOOR)

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SMOKE BARRIER - HR FIRE RATED12 HR FIRE RATED

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2 HR FIRE RATED BARRIER (1-1/2 HR DOOR AND FIRE DAMPERS)

AutoCAD SHX Text

2 HR FIRE RATED BARRIER AND SMOKE PARTITION

AutoCAD SHX Text

PATCH BARRIER AT AND ABOVE CEILING LEVEL

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NEW BARRIER AT CEILING LEVEL TO CONCRETE DECK. SEE DETAIL 2/GI-003

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WALL BASE, EACH SIDE. SEE FINISH SCHEDULE

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EXISTING STUDS

AutoCAD SHX Text ADD (1) LAYER 5/8" TYPE "X" GYPSUM WALL BD W/ " 116" LEAD LINING TO 7'-6" AFF MIN., EQUIPMENT SIDE OF EXISTING WALL. SHIELDING MUST BE FOLDED OVER AND OVERLAPPED MIN. 12" AT WALL INTERSECTIONS TO PROVIDE CONTINUOUS PROTECTION.

AutoCAD SHX Text

WALL ANGLE - SECURE TO WALL AS REQUIRED

AutoCAD SHX Text SUSPENDED CEILING GRID AND ACOUSTIC TILE. SEE REFLECTED CEILING PLAN AND FINISH SCHEDULES.

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SEAL TOP AT DECK COMPLETE FOR SMOKE SEAL

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LINE OF STRUCTURE ABOVE

AutoCAD SHX Text C

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EXTEND ALL MATERIALS TO DECK

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NOTE: USE MOISTURE RESISTANT GYP. BD ON WET SIDE(S).

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LINE OF CONCRETE RIB ABOVE

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NEW METAL STUDS

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SCALE: N.T.S.

1. SHIELDING SHALL BE CONSTRUCTED SO THAT PROTECTION IS NOT IMPAIRED BY JOINTS, SHIELDING SHALL BE CONSTRUCTED SO THAT PROTECTION IS NOT IMPAIRED BY JOINTS, OPENINGS FOR DUCTS, PIES, ETC. PASSING THROUGH THE BARRIERS, OR BY CONDUIT, SERVICE BOXES, ETC., EMBEDDED IN THE BARRIERS. 2. ALL DOORS AND WINDOWS SHALL HAVE, AT LEAST, THE SAME LEAD EQUIVALENCE AS THE ALL DOORS AND WINDOWS SHALL HAVE, AT LEAST, THE SAME LEAD EQUIVALENCE AS THE REQUIRED BARRIERS IN WHICH THEY ARE LOCATED. 3. ALL SHIELDING SHALL EXTEND AT LEAST 7'-0" ABOVE THE FINISHED FLOOR ALL SHIELDING SHALL EXTEND AT LEAST 7'-0" ABOVE THE FINISHED FLOOR 4. ALL CONCRETE SHOULD BE ASSUMED TO BE LIGHTWEIGHT U.N.O. ALL CONCRETE SHOULD BE ASSUMED TO BE LIGHTWEIGHT U.N.O. 5. ALL NAILS, RIVETS, OR OTHER FASTENERS USED TO FIX LEAD SHEETING TO STUDS IN ALL NAILS, RIVETS, OR OTHER FASTENERS USED TO FIX LEAD SHEETING TO STUDS IN WALLS, ETC. MUST BE LEAD CAPPED. 6. DOORS SHALL BE HUNG WITH A MINIMUM SPACE BETWEEN THE BOTTOM EDGE OF THE DOORS SHALL BE HUNG WITH A MINIMUM SPACE BETWEEN THE BOTTOM EDGE OF THE DOOR AND THE FLOOR. 7. ALL SHIELDING SHALL BE INSTALLED TO COMPLY WITH RECOMMENDATIONS OF NCRP ALL SHIELDING SHALL BE INSTALLED TO COMPLY WITH RECOMMENDATIONS OF NCRP REPORT NO.147 "STRUCTURAL SHIELDING DESIGN FOR MEDICAL X-RAY IMAGING FACILITIES". 8. FIRE STOP AT ALL CONNECTIONS TO EXISTING STRUCTURES AND FINISHES. FIRE STOP AT ALL CONNECTIONS TO EXISTING STRUCTURES AND FINISHES.

CONTROL

ROOM

WAITING

EX. PATIENT

PATIENT

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CHECK-IN

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146 CORRIDOR

ELECTRIC

ROOM

48B

Fi le

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ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 22-171

Replace RF Unit Site Prep- Rm. 48

561A4-21-101

06-14-24

FOR CONSTRUCTION

151 KNOLLCROFT RD.

LYONS, NJ 07939

GROUND FLOOR KEY PLAN:

LS-101

GROUND FLOOR LIFE SAFETY PLAN

ARCHITECTURAL: GROUND FLOOR LIFE SAFETY PLAN1

EDF SL

GENERAL NOTE:

LIFE SAFETY LEGEND:

AutoCAD SHX Text 160'

AutoCAD SHX Text

MAX. ALLOWED 300' NFPA 101

AutoCAD SHX Text CONTRACTOR TO TEMPORARILY REMOVE EXISTING DOOR FOR EQUIPMENT INSTALLATION (ONE DAY ONLY) AND RE-INSTALL IMMEDIATELY AFTER EQUIPMENT HAS BEEN PLACED IN ROOM. COORDINATE WITH EQUIPMENT INSTALLER.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

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CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

AutoCAD SHX Text

REV #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

PROF. SEAL:

AutoCAD SHX Text

DESIGN APPROVED W/ COMMENTS:

AutoCAD SHX Text F

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text E

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MARK D. FELLENZER, P.E.

AutoCAD SHX Text

NJ PROFESSIONAL ENGINEER NO. 24GE04661500 EXP. 4/26

AutoCAD SHX Text

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

AutoCAD SHX Text

1. TEMPORARY PARTITION DOOR TO BE FR 44" WIDE BY 7' HIGH. TEMPORARY PARTITION DOOR TO BE FR 44" WIDE BY 7' HIGH. 2. ALL WORK IN OCCUPIED AREAS AND BUILDING CORRIDOR SHALL ALL WORK IN OCCUPIED AREAS AND BUILDING CORRIDOR SHALL NOT INTERRUPT PATIENT CARE AND SHALL BE PERFORMED DURING THE HOURS AFTER 5:00 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR DURING THE WEEKEND WHEN AREA IS UNOCCUPIED. 3. CEILING TILES MUST BE RE-INSTALLED AND AREA CLEANED EACH CEILING TILES MUST BE RE-INSTALLED AND AREA CLEANED EACH DAY AT FINISH OF WORK DAY PRIOR TO TURNING OVER TO VA.

AutoCAD SHX Text

FEC

AutoCAD SHX Text

1 HR FIRE RATED BARRIER (45 MINUTE DOOR)

AutoCAD SHX Text

SMOKE BARRIER - HR FIRE RATED12 HR FIRE RATED

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2 HR FIRE RATED BARRIER (1-1/2 HR DOOR AND FIRE DAMPERS)

AutoCAD SHX Text

EXIT

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EXIT SIGN 'E' DENOTES EXISTING TO REMAIN 'N' DENOTES NEW DENOTES DIRECTION

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EXISTING FIRE EXTINGUISHER CABINET

AutoCAD SHX Text

EXISTING AREA TO REMAIN (NOT IN CONTRACT)

AutoCAD SHX Text

DISTANCE TO EXIT

AutoCAD SHX Text N

AutoCAD SHX Text

2 HR FIRE RATED BARRIER AND SMOKE PARTITION

AutoCAD SHX Text

PATCH BARRIER AT AND ABOVE CEILING LEVEL

NEW BARRIER AT CEILING LEVEL TO CONCRETE DECK

FLOOR PLAN LEGEND RCP LEGEND

EDF SL

AS-001

ARCHITECTURAL: SYMBOLS,

ABBREVIATIONS & NOTES

Fi le

N am e:

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S-

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ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 22-171

Replace RF Unit Site Prep- Rm. 48

561A4-21-101

06-14-24

FOR CONSTRUCTION

151 KNOLLCROFT RD.

LYONS, NJ 07939

ABBREVIATIONS

GENERAL SYMBOLS

GENERAL NOTES:

ISOMETRIC

TYPICAL GRAB BARS AND CABINETS1

ANCHORAGE -

TYPICAL MOUNTING HEIGHTS2

NOTE:

AutoCAD SHX Text

EXISTING AREA TO REMAIN (NOT IN SCOPE)

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AREA IN SCOPE

AutoCAD SHX Text

EXISTING WALL TO REMAIN

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EXISTING DOOR TO REMAIN

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EXISTING WALL TO BE REMOVED

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EXISTING DOOR TO BE REMOVED

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NEW WALL

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NEW DOOR

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XXX

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PLUMBING FIXTURES TO REMAIN

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PLUMBING FIXTURES TO BE REMOVED

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NEW PLUMBING FIXTURES

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EXISTING CASEWORK TO REMAIN

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EXISTING CASEWORK TO BE REMOVED

AutoCAD SHX Text

NEW CASEWORK

AutoCAD SHX Text

PATCH BARRIER AT AND ABOVE CEILING LEVEL

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NEW BARRIER AT CEILING LEVEL TO CONCRETE DECK

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EXISTING GRID/CEILING TILE TO REMAIN

AutoCAD SHX Text

EXISTING GRID/CEILING TILE TO BE REMOVED

AutoCAD SHX Text NEW GRID/2'x2' CEILING TILE

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EXISTING GYPSUM CEILING TO REMAIN

AutoCAD SHX Text

EXISTING GYPSUM CEILING TO BE REMOVED

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NEW GYPSUM CEILING

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EXISTING RETURN TO REMAIN

AutoCAD SHX Text

EXISTING SUPPLY TO REMAIN

AutoCAD SHX Text

EXISTING EXHAUST TO REMAIN

AutoCAD SHX Text EXISTING 2'x2' LIGHT TO REMAIN

AutoCAD SHX Text EXISTING 2'x4' LIGHT TO REMAIN

AutoCAD SHX Text

FIRE SPRINKLER HEAD TO REMAIN

AutoCAD SHX Text 2x2 ACCESS PANEL

AutoCAD SHX Text 2x4 ACCESS PANEL

AutoCAD SHX Text

CEILING MOUNTED SPEAKER

AutoCAD SHX Text

CEILING MOUNTED EXIT SIGN

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET

AutoCAD SHX Text

FIRE HOSE CABINET

AutoCAD SHX Text

ZONE VALVE BOX. COORDINATE WITH PLUMBING DWGS

AutoCAD SHX Text

MED GAS ALARM PANEL. COORINATE WITH PLUMBING DWGS

AutoCAD SHX Text

ELECTRICAL PANEL. COORDINATE WITH ELECTRICAL DWGS

AutoCAD SHX Text

CORNER GUARD

AutoCAD SHX Text

FEC

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FHC

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HVAC RETURN GRILLE TO BE REMOVED

AutoCAD SHX Text

HVAC SUPPLY DIFFUSER TO BE REMOVED

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FIRE SPRINKLER HEAD TO BE REMOVED

AutoCAD SHX Text 2x2 LIGHT TO BE REMOVED

AutoCAD SHX Text 2x2 ACCESS PANEL TO BE REMOVED

AutoCAD SHX Text 2x4 LIGHT TO BE REMOVED

AutoCAD SHX Text 2x4 ACCESS PANEL TO BE REMOVED

AutoCAD SHX Text

CEILING MOUNTED SPEAKER TO BE REMOVED

AutoCAD SHX Text

CEILING MOUNTED EXIT SIGN TO BE REMOVED

AutoCAD SHX Text

EXHAUST AIR TERMINAL TO BE REMOVED

AutoCAD SHX Text W

AutoCAD SHX Text

CEILING MOUNTED WIFI DEVICE TO BE RELOCATED

AutoCAD SHX Text

CEILING MOUNTED NURSE CALL DEVICE TO BE RELOCATED

AutoCAD SHX Text N

AutoCAD SHX Text

NEW HVAC RETURN GRILLE

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NEW HVAC SUPPLY DIFFUSER

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NEW FIRE SPRINKLER HEAD

AutoCAD SHX Text NEW 2x2 LIGHTING FIXTURE

AutoCAD SHX Text NEW 2x2 ACCESS PANEL

AutoCAD SHX Text

NEW RECESSED LIGHTING FIXTURE

AutoCAD SHX Text NEW 2x4 ACCESS PANEL

AutoCAD SHX Text

NEW CEILING MOUNTED SPEAKER

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NEW CEILING MOUNTED EXIT SIGN

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NEW EXHAUST AIR TERMINAL

AutoCAD SHX Text W

AutoCAD SHX Text

CEILING MOUNTED WIFI DEVICE

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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FULLY SPRINKLERED

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

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REV #

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DATE

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REVISION DESCRIPTION

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PROF. SEAL:

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DESIGN APPROVED W/ COMMENTS:

AutoCAD SHX Text F

AutoCAD SHX Text E

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MARK D. FELLENZER, P.E.

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NJ PROFESSIONAL ENGINEER NO. 24GE04661500 EXP. 4/26

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VERIFY IN FIELD

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VIF

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ACT

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ACOUSTIC CEILING TILE

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GENERAL CONTRACTOR

AutoCAD SHX Text G.C.

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MINIMUM

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MAX.

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MIN.

AutoCAD SHX Text P.C.

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NOM.

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MAXIMUM

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NOMINAL

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PLUMBING CONTRACTOR

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ACCU

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AIR CONDITIONING UNIT

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AIR COOLED CONDENSING UNIT

AutoCAD SHX Text

ACCESS DOOR

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CEILING GRILLE

AutoCAD SHX Text

DOWN

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DN.

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EXIST

AutoCAD SHX Text

EXISTING

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FLOOR

AutoCAD SHX Text

FLR

AutoCAD SHX Text H.C.

AutoCAD SHX Text

HVAC CONTRACTOR

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text A.F.F.

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POUNDS PER SQUARE IN.

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

PSI

AutoCAD SHX Text

CUBIC FEET PER MINUTE

AutoCAD SHX Text

CFM

AutoCAD SHX Text

ROUGH OPENING

AutoCAD SHX Text P.T.

AutoCAD SHX Text

PRESSURE TREATED

AutoCAD SHX Text

SPF

AutoCAD SHX Text

SPRUCE PINE FIR

AutoCAD SHX Text

HDR

AutoCAD SHX Text

HEADER

AutoCAD SHX Text S.S.

AutoCAD SHX Text

SOLID STUDS

AutoCAD SHX Text

CMU

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CONCRETE MASONRY UNIT

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text F.J.

AutoCAD SHX Text

FLOOR JOIST

AutoCAD SHX Text

CEILING JOIST

AutoCAD SHX Text R.R.

AutoCAD SHX Text

ROOF RAFTER

AutoCAD SHX Text O.C.

AutoCAD SHX Text

ON CENTER

AutoCAD SHX Text

FTG

AutoCAD SHX Text

FOOTING

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GYB

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text R.O.

AutoCAD SHX Text C.J.

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LVL

AutoCAD SHX Text

LAMINATED VENEER LUMBER

AutoCAD SHX Text

POUNDS PER SQUARE FT.

AutoCAD SHX Text

PSF

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MECHANICAL EQUIPMENT ROOM

AutoCAD SHX Text M.E.R.

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text U.O.N.

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UNLESS OTHERWISE NOTED

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2 HOUR FIRERATED WALL

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FEET OR FOOT

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DRAWING

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DWG

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DIVISION

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DIV

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EQUIP.

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EQUIPMENT

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ELECTRICAL CONTRACTOR

AutoCAD SHX Text

ELECTRICAL

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ELEC.

AutoCAD SHX Text E.C.

AutoCAD SHX Text

ELEV

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ELEVATOR

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EACH

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MTG

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MOUNTING

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MTD

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MOUNTED

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NTS

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NOT TO SCALE

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REQ.

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REQUIRED

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RM.

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ROOM

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SCHED.

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SCHEDULE

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SECT.

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SECTION

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SPEC.

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SPECIFICATION

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SYS.

AutoCAD SHX Text

SYSTEM

AutoCAD SHX Text

TEL.

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

CAT.

AutoCAD SHX Text

CATALOG

AutoCAD SHX Text

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

AutoCAD SHX Text

POINT OF DISCONNECT

AutoCAD SHX Text X

AutoCAD SHX Text

INDICATES SECTION LETTER

AutoCAD SHX Text

INDICATES DRAWING NUMBER WHERE LOCATED

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERA

AutoCAD SHX Text

DOOR TAG

AutoCAD SHX Text

WALL TAG

AutoCAD SHX Text X

AutoCAD SHX Text

RECEPTACLE

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

FASTEN AT BOTH ENDS WITH MIN. 4 TAPPING SCREWS.

AutoCAD SHX Text

CUT HORIZONTAL FASTENER FROM STUD

AutoCAD SHX Text

VERTICAL WALL STUDS AT 16" OR 24" O.C.

AutoCAD SHX Text

CONTRACTOR SHALL COORDINATE LOCATIONS OF HORIZONTAL FASTENERS.

AutoCAD SHX Text

TEL/ DATA

AutoCAD SHX Text

TWIST LOCK RECEPTACLE

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET (FEC)

AutoCAD SHX Text

FIRE HOSE CABINET (FHC)

AutoCAD SHX Text

FEC SIGNAGE

AutoCAD SHX Text

DOOR ACTUATOR

AutoCAD SHX Text

LIGHTING SWITCHES

AutoCAD SHX Text

HUMIDISTAT

AutoCAD SHX Text

THERMOSTAT

AutoCAD SHX Text

ALARM PANEL

AutoCAD SHX Text

ELECTRIC PANEL (E.P.)

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text

CLOTHES HOOK

AutoCAD SHX Text

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text

NURSE CALL

AutoCAD SHX Text

XXX

AutoCAD SHX Text X

AutoCAD SHX Text

WINDOW TAG

1. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS ON THESE PLANS AGAINST FIELD CONDITION PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS ON THESE PLANS AGAINST FIELD CONDITION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL DIMENSIONS AND LOCATIONS AS-INDICATED ON THE DRAWINGS SHALL BE CONSIDERED AS REASONABLY CORRECT BUT IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITION. 2. ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ORDINANCE OF THE LOCAL AUTHORITY HAVING JURISDICTION, AND ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ORDINANCE OF THE LOCAL AUTHORITY HAVING JURISDICTION, AND THE (IBC) BUILDING AND ENERGY CODES. 3. CONTRACTOR OR ANY SUBCONTRACTOR DOING ANY WORK UNDER THIS CONTRACT SHALL CARRY LIABILITY AND PROPERTY DAMAGE CONTRACTOR OR ANY SUBCONTRACTOR DOING ANY WORK UNDER THIS CONTRACT SHALL CARRY LIABILITY AND PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND SHALL FURNISH OWNER WITH CERTIFICATES OF INSURANCE. 4. NEW WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INDEX OF 26-75 (CLASS B) IN CORRIDORS AND EXIT ENCLOSURES, NEW WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INDEX OF 26-75 (CLASS B) IN CORRIDORS AND EXIT ENCLOSURES, 76-200 (CLASS C) IN ROOMS AND ENCLOSED SPACES. 5. NEW FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II, GREATER THAN OR EQUAL TO .22 WATTS/CM² (MIN. CRITICAL RADIANT NEW FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II, GREATER THAN OR EQUAL TO .22 WATTS/CM² (MIN. CRITICAL RADIANT ² (MIN. CRITICAL RADIANT (MIN.

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File details come from the government source that posted it. Updated Sep 3, 2024.