B24-57 Wharton DPW Bid Set Drawings.pdf

PDF 36 MB Posted

Attached to
REPLACEMENT OF THE WHARTON DPW BUILDING – WORMAN AVENUE FACILITY
Solicitation number
B24-57
Issued by
Morris County, Jersey City, New Jersey

About this file

The submitted file is a comprehensive set of architectural and engineering design drawings for the Replacement of the Wharton Department of Public Works (DPW) Building, located at 306 Worman Avenue in Wharton, New Jersey, prepared by FKA Architects and Greenman-Pedersen, Inc. for Morris County. The project involves a complete demolition of the existing DPW facility and construction of a new 14,850 square foot building with a mezzanine level, featuring multiple functional spaces including a 14-bay garage, offices, locker rooms, restrooms, utility areas, and mechanical spaces. The project is being put out to bid with sealed bids due on March 28, 2024, at 11:00 AM, with a mandatory pre-bid site visit scheduled for March 14, 2024, at 10:00 AM. The contract is expected to be awarded within 60 days of the bid closing, with bidders required to submit a 10% bid bond (not exceeding $20,000) and provide performance, payment, and maintenance bonds.

The bid documents specify that the project will be procured through a fair and open process, with bids downloadable for free from the Morris County bid system or available for a $50 fee. Bidders must provide a consent of surety and maintain documentation related to the project for five years. The facility design incorporates modern features such as energy-efficient insulation, metal roofing, PBR metal wall panels, aluminum windows, and a mezzanine with guardrails. The drawings detail comprehensive mechanical, electrical, plumbing, and fire protection systems, indicating a thorough approach to the facility's infrastructure. The project appears to be fully funded and is being competitively bid to replace an aging public works facility with a modern, functional building that meets current building codes and operational requirements.

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Text version

MORRIS COUNTY

T-1 TITLE SHEET

T-2 GENERAL NOTES, SYMBOLS

& LEGENDS

SV-01 PARTIAL EXISTING CONDITIONS &

TOPOGRAPHIC SURVEY

C-101 EXISTING CONDITIONS / DEMO PLAN

C-102 SITE DEVELOPMENT PLAN

C-103 SOIL EROSION & SEDIMENT CONTROL PLAN

C-104 SOIL EROSION & SEDIMENT CONTROL DETAILS

C-105 CONSTRUCTION DETAILS

D-100 DEMOLITION EXISTING FLOOR PLAN

D-200 DEMOLITION EXISTING BUILDING ELEVATIONS

A-100 PROPOSED FIRST FLOOR PLAN

A-101 PROPOSED MEZZANINE FLOOR PLAN

A-120 BATHROOM & LOCKERS ROOM PLANS & ELEVATIONS

A-150 PROPOSED REFLECTED CEILING PLAN (LOWER LEVEL)

A-151 PROPOSED REFLECTED CEILING PLAN (UPPER LEVEL)

A-175 ROOF PLAN

A-176 ROOF DETAILS

A-200 BUILDING ELEVATIONS

A-300 BUILDING SECTIONS

A-400 WALL SECTIONS

A-401 WALL SECTIONS

A-450 MEZZANINE SECTION & STAIR DETAILS

A-500 WINDOW TYPES & DETAILS

A-600 DOOR SCHEDULE, PARTITION TYPES & DETAILS

A-700 DETAILS

A-800 PROPOSED FIRST FLOOR FINISH PLAN

A-801 PROPOSED MEZZANINE FINISH PLAN

A-900 SIGNAGE

S-100 FOUNDATION PLAN

S-2 GENERAL NOTES, SPECIAL INSPECTIONS

M-001 NOTES, SYMBOLS & ABBREVIATIONS

M-002 SPECIFICATIONS

M-100 DEMOLITION FLOOR PLAN

M-101 PROPOSED PLANS

M-201 SCHEDULES

M-300 DETAILS

M-301 DETAILS

M-401 CONTROL DETAILS

E-001 SPECIFICATION AND NOTES

E-002 SYMBOLS, DETAILS AND SCHEDULES

E-003 DEMOLITION SITE PLAN

E-004 NEW WORK SITE PLAN

E-005 SINGLE LINE DIAGRAM

E-100 DEMOLITION FLOOR PLAN

E-101 FLOOR POWER PLAN

E-102 FLOOR LIGHTING PLAN

E-200 SCHEDULES AND DETAILS

E-201 SCHEDULES AND DETAILS

P-001 NOTES, SYMBOLS & ABBREVIATIONS

P-002 SCHEDULES

P-003 SITE PLAN

P-101 FLOOR PLAN

P-200 RISER DIAGRAMS

P-201 RISER DIAGRAMS

P-300 DETAILS

P-301 DETAILS

FP-001 GENERAL INFORMATION

FP-002 DETAILS

FP-101 FLOOR PLAN

FP-102 MEZZANINE FLOOR PLAN

LOCATION MAP:

SITE KEY PLAN: ARCHITECT:

306 Ramapo Valley Road Oakland, New Jersey 07436

201.644.0505 www.fkarch.com

CIVIL ENGINEER:

STRUCTURAL ENGINEER:

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

306 WORMAN AVE., WHARTON, NJ, 07885

MORRIS COUNTY

WHARTON DPW - WORMAN FACILITY

BOROUGH OF WHARTON

MEP ENGINEER:

COLLABORATIVE, INC.

CONSULTING ENGINEERS

TITLE SHEET

T-1

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CIVIL ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL PLUMBING FIRE PROTECTION

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DPW GARAGE BUILDING

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NM

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TK

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AS NOTED

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DPW GARAGE BUILDING

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908-298-1600 908-298-0702 FAX

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730 BOULEVARD KENILWORTH, NJ 07033

GENERAL PROJECT REQUIREMENTS:

ALL PLANS AND DETAILS ARE BASED ON THE EXISTING DRAWINGS AND REPRESENT THE

ARCHITECT'S INTERPRETATION OF ACTUAL CONDITIONS OBSERVED AND/OR INTERPRETATION OF ORIGINAL DRAWINGS IN PART. FULL SET OF "AS-BUILT" DRAWINGS WAS NOT AVAILABLE FOR THE

PREPARATION OF THESE DOCUMENTS. IF DURING THE COURSE OF DEMOLITION WORK THE

CONTRACTOR DISCOVERS ANY DISCREPANCY BETWEEN THE ACTUAL CONDITIONS AND THE

EXISTING CONDITIONS AS SHOWN ON THE DRAWINGS, IT SHALL BE THE CONTRACTOR'S

RESPONSIBLY TO IMMEDIATELY INFORM AND THE ARCHITECT AND OBTAIN DIRECTIONS AS HOW TO

PROCEED.

DIMENSIONS:

1. DIMENSIONS SHOWN ON DRAWINGS ARE FOR GENERAL INFORMATION ONLY AND TO SHOW THE

GENERAL LAYOUTS AND CONDITIONS. DO NOT SCALE DRAWINGS. ALL DIMENSIONS TO BE VERIFIED

IN THE FIELD BY THIS CONTRACTOR PRIOR TO PROCEEDING.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY

SUBSTANTIAL VARIATIONS AND ADJUSTMENTS REQUIRED AND OBTAIN APPROVAL BEFORE

PROCEEDING WITH THE WORK.

3. SHOULD THE CONTRACTOR HAVE ANY QUESTIONS ABOUT ANY INFORMATION SHOWN ON THE

DRAWINGS OR THE ARCHITECT'S DESIGN INTENT, THE SAME SHALL BE BOUGHT TO THE

ARCHITECT'S ATTENTION FOR WRITTEN INTERPRETATION PRIOR TO PROCEEDING WITH THE WORK.

HAZARDOUS MATERIALS:

1. THE ARCHITECT HAS NO KNOWLEDGE OF POSSIBLE EXISTENCE OF ANY ASBESTOS OR ANY

HAZARDOUS MATERIALS AFFECTING THE SUBJECT WORK. SHOULD SUCH CONDITIONS

ENCOUNTERED DURING THE WORK, THE CONTRACTOR SHALL STOP THE WORK IN THE AFFECTED

AREA AND IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT FOR FURTHER DIRECTIONS.

PERMITS:

THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS REQUIRED FOR THE WORK INCLUDING

SUB-CODE PERMITS FOR PORTIONS OF THE WORK PERFORMED BY SUBCONTRACTORS.

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK RELATED TO RENOVATION WORK AS

INDICATED OR IF NOT INDICATED, AS NECESSARY TO FACILITATE NEW CONSTRUCTION. THE

ACTUAL EXTENT OF DEMOLITION SHALL BE DETERMINED BY THE CONTRACTOR TO ACCOMMODATE

NEW CONSTRUCTION WORK.

2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRIERS AND SIGNAGE AND TAKE ALL

PRECAUTIONS TO PROTECT PERSONS AND PROPERTY FROM INJURY OR DAMAGE DURING THE

DEMOLITION AND REINSTALLATION WORK.

3. ALL DEBRIS SHALL BE REMOVED FROM THE SITE ON DAILY BASIS AND DISPOSED OF LEGALLY.

CODES & STANDARDS:

- ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE UNIFORM

CONSTRUCTION CODE OF NEW JERSEY, LATEST EDITION, NJIBC, A.D.A, AND ALL

OTHER APPLICABLE CODES AND ORDINANCES WHETHER OR NOT SUCH COMPLIANCE IS

INDICATED ON THE CONSTRUCTION DOCUMENTS. EXCEPT AS OTHERWISE NOTED

ABOVE OR ON THE DRAWINGS, ALL WORK SHALL CONFORM TO EXISTING BUILDING

STANDARDS PROVIDING SUCH STANDARDS ARE IN COMPLIANCE WITH THE ABOVE

CODE. THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL WORK,

WHETHER HIS OWN, HIS EMPLOYEES', OR HIS SUB-CONTRACTORS'.

CLARIFICATIONS:

- SHOULD THE CONTRACTOR HAVE ANY QUESTIONS ABOUT ANY INFORMATION SHOWN

ON THE DRAWINGS OR THE ARCHITECT'S INTENT, HE SHALL BE RESPONSIBLE FOR

CONTACTING THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE

WORK INVOLVED.

ERRORS & OMISSIONS:

- SHOULD ANY ERROR OR OMISSION EXIST ON DRAWINGS WHICH THE CONTRACTOR

MIGHT REASONABLY BE EXPECTED TO DETECT, THE SAME SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT FOR HIS CORRECTION PRIOR TO PROCEEDING WITH

THE WORK INVOLVED. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE

FIELD BY THE CONTRACTOR.

- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PROPERTY AND PERSONAL

DAMAGE OR INJURY RESULTING FROM THE CONDUCT OF THE WORK AND SHALL

INDEMNIFY AND SAVE THE ARCHITECT HARMLESS FROM ALL CLAIMS FOR LOSS OF OR

DAMAGE TO PROPERTY OR PERSONAL INJURY OR DEATH OF ANY AND ALL PERSONS

ARISING OUT OF THE WORK OF THIS CONTRACT.ABBREVIATIONS:

BATT INSUL.

POROUS FILL

ACCOUSTIC

CERAMICLIMESTONE/

WOOD, ROUGH

RIGID INSUL.

STONE

MARBLE

FINISHED

WOOD

GYP. BD.

EIFS

STEEL

PLYWOOD

ALUM.

GRANITE

CMU

CARPET

GRAVEL/

EARTH

TILE

TILE

FACE BLOCK

CONCRETE

BRICK OR

SHIM

GLASS

MATERIAL LEGEND:

SYMBOLS:

BUILDING CODE

REVIEW ANALYSIS:GENERAL NOTES:PLAN LEGEND:

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

DEMO NOTES:

1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE

DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO

ENSURE A COMPLETE AND CLEAN OPEN SPACE, FREE OF ANY FOREIGN MATTER.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY INSPECT THE BUILDING IN

ORDER TO VERIFY ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND

REMOVAL WORK REQUIRED.

3. THE CONTRACTOR SHALL PROJECT SITE UTILITIES IN OPERATION DURING THE

PERFORMANCE OF THE WORK.

4. PRIOR TO REMOVALS THE CONTRACTOR IS TO IDENTIFY ALL BUILDING SYSTEMS MATERIALS, INCLUDING PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL

BE ADDRESSED TO THE ARCHITECT.

5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE TOWN.

6. THE CONTRACTOR SHALL MAINTAIN CLEAR EGRESS TO ALL EXITS DURING AND AFTER

DEMOLITION.

7. THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES ALL PROJECTING

PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, GASES AND ALL OTHER PROJECTING

ITEMS WHICH ARE BEING ABANDONED.

8. THE CONTRACTOR SHALL REMOVE ALL CONDUITS AND CIRCUITRY LEFT AFTER PARTITION

DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES, TELEPHONE WIRING,

ELECTRICAL WIRING, AND EQUIPMENT.

9. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE

SPACE UNDER DEMOLITION.

10. CONTRACTOR SHALL PROTECT ALL EXISTING BUILDING COMPONENTS TO REMAIN FROM

DAMAGE DURING DEMOLITION.

11. CONTRACTOR SHALL LEGALLY DISPOSE OF REMOVED MATERIAL AND DEBRIS DAILY.

SUBCODE

BUILDING SUBCODE (NJAC 5:23-3.14)

PLUMBING SUBCODE (NJAC 5:23-3.15)

ELECTRICAL SUBCODE (NJAC 5:23-3.16)

ENERGY SUBCODE (NJAC 5:23-3.18)

MECHANICAL SUBCODE (NJAC 5:23-3.20)

FUEL GAS SUBCODE (NJAC 5:23-3.22)

REHABILITATION SUBCODE (NJAC 5:23-6)

BARRIER FREE SUBCODE (NJAC 5:23-7)

DESCRIPTION OF WORK:

THIS PROJECT CONSISTS OF REMOVING THE EXISTING DPW BUILDING & THE

CONSTRUCTION OF A NEW ONE.

ADOPTED CODE

NEW JERSEY INTERNATIONAL BUILDING CODE 2021

INTERNATIONAL FIRE CODE 2021

NATIONAL STANDARD PLUMBING CODE 2021

NATIONAL ELECTRIC CODE (NFPA 70) 2020

ASHRAE 90.1 2019

INTERNATIONAL MECHANICAL CODE 2019

INTERNATIONAL FUEL GAS CODE 2021

NJUCC SUBCAPTER 6

CHAPTER 11 OF IBC 2021

ICC/ ANSI A117.1 2017

ADAAG - AMERICANS W/ DISABILITIES 2010

ACT ACCESSIBILITY GUIDELINES 2010

GENERAL

NOTES, SYMBOLS

AND LEGENDS

T-2

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INSIDE DIAMETER

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REFRIGERATOR

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ROUGH OPENING

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REVISION

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ROOF DRAIN

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REQUIRED

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POUNDS PER

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POLYVINYL CHLORIDE

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REINFORCING

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QUARRY TILE

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PUSH BUTTON

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POLISHED

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ELECTRIC WATER COOLER

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EQUIP.

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EXIST.

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EXP.

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EXH.

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ELEV.

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EL.

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EXPOSED

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ELEVATION

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ELEVATOR

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EQUIPMENT

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EXHAUST

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EXISTING

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ELEC. CAB.

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ELEC.

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DWG.

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DR.

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DO.

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DN.

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DIAM.

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DIM.

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DET.

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ELECTRIC CABINET

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ELECTRIC

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DUSTPROOFING

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DRAWING

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DIAMETER

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DIMENSION

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DETAIL

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DITTO

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DRAIN

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DOWN

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LT. WT.

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LB.

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POUNDS

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LIGHT WEIGHT

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LOW POINT

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RM.

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REV.

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ROOM

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KIT.

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LAV.

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LAM.

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KITCHEN

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KICK PLATE

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LAVATORY

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LAMINATE

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INSUL.

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INT.

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JAN.CL./J.C.

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JT.

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INV.

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INTERIOR

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INSULATION

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JOINT

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JANITOR'S CLOSET

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INVERT

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REF.

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REQ'D.

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RAD.

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REINF.

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RADIUS

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PLYWD.

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POL.

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PL.

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PLATE

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PLYWOOD

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WWM

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WELDED WIRE MESH

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W. GL.

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WD.

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WOOD FOLDING DOOR

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WINDOW DIMENSION

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WIRE GLASS

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WOOD

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WITH

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WWF

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VEST

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VOL.

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WELDED WIRE FABRIC

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WATER CLOSET

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WALL COVERING

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WATERPROOF

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WALL FABRIC

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VINYL COMPOSITION TILE

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VINYL

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VESTIBULE

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VINYL BASE

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VOLUME

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PAPER TOWEL DISPENSER

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PARTITION

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PASSENGER

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PLASTIC LAMINATE

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ON CENTER

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OVERHEAD

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OPPOSITE

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NOMINAL

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NOT IN CONTRACT

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NOT TO SCALE

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NATURAL

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MISCELLANEOUS

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MOULDING

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MINIMUM

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METAL FLOOR DECK

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METAL ROOF DECK

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MEMBRANE

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MASONRY OPENING

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MANHOLE

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MACHINE

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MAXIMUM

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MECHANICAL

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MATERIAL

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BLOCK OR BLOCKING

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BLK.

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MRD.

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CENTER TO CENTER

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CONT.

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CU.

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CJ

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COL.

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CONC.

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CONST.

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CHKD. PL.

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CLOS./CL.

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CER. T.

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CONTINUOUS

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CONTROL JOINT

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CORNER GUARD

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CONSTRUCTION

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CUBIC

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CONCRETE

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CERAMIC TILE

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CONCRETE MASONRY

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CLOSET

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COLUMN

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CEM.

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CLG.

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CPT.

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BOT./BTM.

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BLDG.

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BRK.

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BD.

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CAST IRON

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CENTER LINE

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CARPET

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CEILING

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CEMENT

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BUILT UP ROOFING

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BUILDING

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BOARD

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BOTTOM

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BRICK

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OFFICE

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OFF.

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HR.

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HORIZ.

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HOUR

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HORIZONTAL

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HOLLOW METAL

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HDWR.

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HT.

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HDWD.

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HAND RAIL

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HARDWARE

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HEIGHT

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HARDWOOD

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HIGH POINT

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PTD

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PL. LAM.

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PART.

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PASS.

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PLAS.

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PTD.

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PAINTED

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PLASTER

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OA.

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OPP.

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OPNG.

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OPENING

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OVERALL

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GA.

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GALV.

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GYP.

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GYP. BD.

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GL.

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GAUGE

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GALVANIZED

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GLASS

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GYPSUM

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GYPSUM BOARD

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FLUOR.

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FTG.

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FDN.

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FOOTING

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FLOOR SINK

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FLUORESCENT

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FULL SIZE

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FRESH AIR INTAKE

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FOUNDATION

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NO.

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NOM.

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NORTH

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NUMBER

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NAT.

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MIN.

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MIR.

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MISC.

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MLDG.

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MIRROR

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ALUM.

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APPROX.

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A. DR.

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AREA DRAIN

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ALUMINUM

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APPROXIMATE

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AT

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ABOVE FINISH FLOOR

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ACCESS DOOR

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ACCESS PANEL

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ACOUSTIC TILE

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FEMININE NAPKIN

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FIRE EXTINGUISHER

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FL.

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FINISH GRADE

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FIRE EXTINGUISHER

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MAX.

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MAT'L.

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MH.

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MACH.

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SQUARE FEET

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SO.FT.

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TOP OF STEEL

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VERT.

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UTILITY

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UNFINISHED

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VERTICAL

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UTILITY SHELF

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UNDERWRITER'S LABORATORY

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TRIMMED OPENING

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TREAD

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TYPICAL

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TEL.

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TERR.

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T.O.SL.

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TH.

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STL.

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ST.STL.

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SUSP.

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STRUCT.

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TELEPHONE

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TERRAZO

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TOP OF CURB

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TOP OF SLAB

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THICKNESS

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STAINLESS STEEL

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STRUCTURAL

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STD.

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SPRAY FIREPROOF-

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SOAP DISPENSER

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SPECIFICATION

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SECTION

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SERVICE

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SERVICE SINK

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SCWD

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SOLID-CORE WOOD DOOR

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CMU

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CONCRETE MASONRY

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DISPENSER UNIT

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CABINET

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SQUARE INCH

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INSULATION

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ARCHITECTURAL MATERIAL DESIGNATIONS

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PLAN/SECTION

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REVISION DESIGNATION

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ELEVATION DESIGNATION

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ELEV. NUMBER

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SHEET NUMBER

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SHEET NUMBER

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DETAIL DESIGNATION

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SECTION DESIGNATION

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DETAIL DESIGNATION

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SECTION NUMBER

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SHEET NUMBER

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DETAIL NUMBER

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LEVEL LINE

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NEW DOOR, SEE DOOR

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SCHEDULE

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EXISTING DOOR TO

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NEW PARTITIONS

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EXISTING CONSTRUCTION

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EXISTING CONSTRUCTION

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AS NOTED

301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Certificates of Authorization #24GA27959500

#21MH00012700

GPINET.COM973.377.8500

Greenman-Pedersen, Inc.

Construction Management

Engineering Design Planning

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Construction Management

Engineering Design Planning

GPINET.COM973.377.8500

Greenman-Pedersen, Inc.

301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Certificate of Authorization# 24GA27959500

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

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BID SET: 2-5-2024

EXISTING

CONDITIONS/

DEMO PLAN

C-101

Construction Management

Engineering Design Planning

GPINET.COM973.377.8500

Greenman-Pedersen, Inc.

301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Certificate of Authorization# 24GA27959500

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

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BID SET: 2-5-2024

SCALE: 1" = 20'

0 50 100

SITE

DEVELOPEMENT

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C-102

Design Planning

GPINET.COM973.377.8500

Greenman-Pedersen, Inc.

301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Certificate of Authorization# 24GA27959500

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

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BID SET: 2-5-2024

SCALE: 1" = 20'

0 50 100

SOIL EROSION

& SEDIMENT

CONTROL PLAN

C-103

Design Planning

GPINET.COM973.377.8500

Greenman-Pedersen, Inc.

301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Certificate of Authorization# 24GA27959500

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

signature:

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BID SET: 2-5-2024

SOIL EROSION

& SEDIMENT

CONTROL DETAILS

C-104

Design Planning

GPINET.COM973.377.8500

Greenman-Pedersen, Inc.

301 Gibraltar Drive, Suite 2A Morris Plains, NJ 07950 Certificate of Authorization# 24GA27959500

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

CONSTRUCTION

DETAILS

C-105

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

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BID SET: 2-5-2024

DEMOLITION

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AutoCAD SHX Text %%uPART ROOM

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%%USTORAGE

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REMOVE BUILDING AS WELL AS FOOTINGS & FOUNDATIONS

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REMOVE EXISTING CONCRETE FLOOR SLAB

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NM

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TK

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AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEMOLITION EXISTING FLOOR PLAN

AutoCAD SHX Text

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

DEMO NOTES: 1.- REMOVE EXISTING BUILDING IN IT'S REMOVE EXISTING BUILDING IN IT'S ENTIRELY. 2.- REMOVE ALL ELEMENTS ABOVE REMOVE ALL ELEMENTS ABOVE GROUND AND ALL FOUNDATIONS AND FOOTINGS. 3.- CAP ALL EXISTING UTILITIES FOR TIE IN CAP ALL EXISTING UTILITIES FOR TIE IN TO NEW BUILDING.

AI01507700

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

DEMO EXISTING

BUILDING

ELEVATIONS

D-200

AutoCAD SHX Text

NM

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEMO FRONTAL ELEVATION

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text

DEMO REAR ELEVATION

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text

DEMO LEFT ELEVATION

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text

DEMO RIGHT ELEVATION

AutoCAD SHX Text

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

DEMO NOTES: 1.- REMOVE EXISTING BUILDING IN IT'S REMOVE EXISTING BUILDING IN IT'S ENTIRELY. 2.- REMOVE ALL ELEMENTS ABOVE REMOVE ALL ELEMENTS ABOVE GROUND AND ALL FOUNDATIONS AND FOOTINGS. 3.- CAP ALL EXISTING UTILITIES FOR TIE IN CAP ALL EXISTING UTILITIES FOR TIE IN TO NEW BUILDING.

AI01507700

AI11394

signature:

C O

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

PROPOSED FIRST

FLOOR PLAN

A-100

AutoCAD SHX Text

%%UMEN

AutoCAD SHX Text

%%UUTILITY

AutoCAD SHX Text S.S.

AutoCAD SHX Text

%%ULOCKER / BREAK

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%%UOPEN OFFICE

AutoCAD SHX Text

%%UGARAGE

AutoCAD SHX Text

EYE WASH

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%%UWOMEN

AutoCAD SHX Text

%%UCLOSET

AutoCAD SHX Text

%%UFOREMAN

AutoCAD SHX Text

WATER SEPARATOR

AutoCAD SHX Text

%%UPOWER WASH

AutoCAD SHX Text

%%UOPEN PARTS

AutoCAD SHX Text 690 S.F.

AutoCAD SHX Text 210 S.F.

AutoCAD SHX Text 207 S.F.

AutoCAD SHX Text 24 S.F.

AutoCAD SHX Text 20 LOCKERS 18"x24"x72"

AutoCAD SHX Text

%%UTOOLS

AutoCAD SHX Text 246 S.F.

AutoCAD SHX Text

STAIR

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%%UMEZZANINE ABOVE

AutoCAD SHX Text 1400 S.F.

AutoCAD SHX Text

%%UELECTRIC

AutoCAD SHX Text 40 S.F.

AutoCAD SHX Text 135 S.F.

AutoCAD SHX Text 90' x 165' = 14,850 S.F.

AutoCAD SHX Text

14 BAYS = 13' WIDE

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

UP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D.F.

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text W3

AutoCAD SHX Text W3

AutoCAD SHX Text W1

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AutoCAD SHX Text W1

AutoCAD SHX Text W2

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AutoCAD SHX Text W2

AutoCAD SHX Text

AutoCAD SHX Text W3

AutoCAD SHX Text

AutoCAD SHX Text W3

AutoCAD SHX Text W1

AutoCAD SHX Text

AutoCAD SHX Text A-700

AutoCAD SHX Text

AutoCAD SHX Text A-400

AutoCAD SHX Text

AutoCAD SHX Text A-400

AutoCAD SHX Text

AutoCAD SHX Text A-401

AutoCAD SHX Text

AutoCAD SHX Text A-400

AutoCAD SHX Text

AutoCAD SHX Text A-450

AutoCAD SHX Text

TYP.

AutoCAD SHX Text G-2

AutoCAD SHX Text G-1

AutoCAD SHX Text E-1

AutoCAD SHX Text

BW-1

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AutoCAD SHX Text

BM-1

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AutoCAD SHX Text G-4

AutoCAD SHX Text T-1

AutoCAD SHX Text M-1

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LB-1

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AutoCAD SHX Text

AutoCAD SHX Text A-200

AutoCAD SHX Text

AutoCAD SHX Text A-200

AutoCAD SHX Text

AutoCAD SHX Text A-200

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PITCH TO DRAIN

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PITCH TO DRAIN

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PITCH TO DRAIN

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PITCH TO DRAIN

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F.E. (TYPE 2)

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F.E. (TYPE 2)

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F.E. (TYPE 2)

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F.E. (TYPE 2)

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F.E. (TYPE 2)

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F.E. CABINET (TYPE 1)

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F.E. CABINET (TYPE 1)

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F.E. CABINET (TYPE 1)

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AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text A

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EYE WASH

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PROVIDE SUMP PIT BELOW FLOOR FOR SUMP PUMPS

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PROVIDE REMOVABLE STRUCTURAL GRATE

AutoCAD SHX Text

HB

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HB

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HB

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HB

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HB

AutoCAD SHX Text

AutoCAD SHX Text A-450

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

SEE MEP DRAWINGS

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

FURR. OUT ALL WALLS OF OCCUPIED SPACES

AutoCAD SHX Text

FURR. OUT ALL WALLS OF OCCUPIED SPACES

AutoCAD SHX Text

WHEEL GUARD SEE

AutoCAD SHX Text

AutoCAD SHX Text A-700

AutoCAD SHX Text

WHEEL GUARD SEE

AutoCAD SHX Text

AutoCAD SHX Text A-700

AutoCAD SHX Text

WHEEL GUARD SEE

AutoCAD SHX Text

AutoCAD SHX Text A-700

AutoCAD SHX Text

WHEEL GUARD SEE

AutoCAD SHX Text

AutoCAD SHX Text A-700

AutoCAD SHX Text B

AutoCAD SHX Text W4

AutoCAD SHX Text W4

AutoCAD SHX Text B

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GARAGE DOOR KEYPAD

AutoCAD SHX Text

GARAGE DOOR KEYPAD

AutoCAD SHX Text

SLOPE

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SLOPE

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NM

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TK

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AS NOTED

AutoCAD SHX Text

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PROPOSED FIRST FLOOR PLAN

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

PROPOSED

MEZZANINE

FLOOR PLAN

A-101

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

AutoCAD SHX Text

%%UMEZZANINE

AutoCAD SHX Text 1454 S.F.

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

AutoCAD SHX Text A-300

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text W1

AutoCAD SHX Text L2

AutoCAD SHX Text W1

AutoCAD SHX Text

AutoCAD SHX Text A-450

AutoCAD SHX Text

AutoCAD SHX Text A-200

AutoCAD SHX Text

AutoCAD SHX Text A-200

AutoCAD SHX Text

AutoCAD SHX Text A-200

AutoCAD SHX Text

AutoCAD SHX Text A-200

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CONT. GUARD RAIL

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F.E. (TYPE 2)

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AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

LOUVER

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MECH MAU

AutoCAD SHX Text L1

AutoCAD SHX Text

LOUVER

AutoCAD SHX Text 17 R @ 11"

AutoCAD SHX Text

NM

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED MEZZANINE FLOOR PLAN

AI01507700

AI11394

signature:

C O

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

BATHROOM &

LOCKER RM PLAN

& ELEVATIONS

A-120

AutoCAD SHX Text A

AutoCAD SHX Text

ELEVATION

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SCALE: 3/8" = 1'-0"

AutoCAD SHX Text B

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ELEVATION

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SCALE: 3/8" = 1'-0"

AutoCAD SHX Text L-1

AutoCAD SHX Text C-1

AutoCAD SHX Text

PORCELAIN TILE BASE (6" HIGH)

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WALL FINISH LEGEND

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PORCELAIN TILE BULLNOSE (3" HIGH)

AutoCAD SHX Text

PAINT ON CMU / DRYWALL

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PORCELAIN TILE (1'-0" X 1'-0")

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SYMBOL

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DESCRIPTION

AutoCAD SHX Text F1

AutoCAD SHX Text F2

AutoCAD SHX Text F3

AutoCAD SHX Text F4

AutoCAD SHX Text

TOILET PAPER DISPENSER

AutoCAD SHX Text

GRAB BAR 2

AutoCAD SHX Text

SYMBOL LEGEND

AutoCAD SHX Text

PAPER TOWEL DISPENSER /

AutoCAD SHX Text

SOAP DISPENSER

AutoCAD SHX Text MIRROR (2'-0" x 3'-0")

AutoCAD SHX Text

SYMBOL

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DESCRIPTION

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AutoCAD SHX Text

ROBE HOOK

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DISPOSAL

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SEMI-RECESSED

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MODEL NO.

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BRADLEY 9118

AutoCAD SHX Text

BRADLEY 832X42

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BRADLEY 5402

AutoCAD SHX Text

BRADLEY 6326

AutoCAD SHX Text

BRADLEY 780-2436

AutoCAD SHX Text

BRADLEY 2251-10

AutoCAD SHX Text

GRAB BAR 1

AutoCAD SHX Text

BRADLEY 832X36

AutoCAD SHX Text

TP

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

ROLL

AutoCAD SHX Text

RIM

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

GRAB BAR

AutoCAD SHX Text

MAX.

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PAPER TOWEL DISPENSER / DISPOSAL

AutoCAD SHX Text S.D.

AutoCAD SHX Text S.D.

AutoCAD SHX Text F3

AutoCAD SHX Text F1

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text F2

AutoCAD SHX Text C

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text F4

AutoCAD SHX Text NOTE: TOILET COUNTERTOPS SOLID PLASTIC COUNTERTOPS ALL COLORS TO BE SELECTED FROM MFR. FULL RANGE

AutoCAD SHX Text

%%ULOCKER / BREAK

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

%%UWOMEN

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

%%UMEN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FURR. OUT WALL FOR ALL PLUMBING

AutoCAD SHX Text F

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text T.P.

AutoCAD SHX Text F3

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text 3"

AutoCAD SHX Text F4

AutoCAD SHX Text G

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text F1

AutoCAD SHX Text F3

AutoCAD SHX Text F2

AutoCAD SHX Text F4

AutoCAD SHX Text I

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text S.D.

AutoCAD SHX Text S.D.

AutoCAD SHX Text F4

AutoCAD SHX Text F1

AutoCAD SHX Text F2

AutoCAD SHX Text

MIRROR

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AutoCAD SHX Text F3

AutoCAD SHX Text

FROSTED

AutoCAD SHX Text

GLASS

AutoCAD SHX Text J

AutoCAD SHX Text

ELEVATION

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SCALE: 3/8" = 1'-0"

AutoCAD SHX Text F4

AutoCAD SHX Text F1

AutoCAD SHX Text F2

AutoCAD SHX Text F3

AutoCAD SHX Text

REMOVABLE PANEL

AutoCAD SHX Text

INSULATION AT ALL

AutoCAD SHX Text

EXPOSED PIPES

AutoCAD SHX Text

PROVIDE PIPE

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text D

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text F3

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text 3"

AutoCAD SHX Text F4

AutoCAD SHX Text

FROSTED

AutoCAD SHX Text

GLASS

AutoCAD SHX Text E

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text F3

AutoCAD SHX Text F4

AutoCAD SHX Text H

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text F1

AutoCAD SHX Text F2

AutoCAD SHX Text F3

AutoCAD SHX Text T.P.

AutoCAD SHX Text F4

AutoCAD SHX Text

FROSTED

AutoCAD SHX Text

GLASS

AutoCAD SHX Text

TOE KICK WITH RESILIENT BASE

AutoCAD SHX Text

3/4" PLYWD. WITH PL. LAM. INTERIOR CONSTRUCTION

AutoCAD SHX Text

ADJ. SHELF

AutoCAD SHX Text

CONT. WD. CLEAT

AutoCAD SHX Text

CONT. WD. CLEAT

AutoCAD SHX Text

3/4" PLYWD. WITH PL. LAM. INTERIOR CONSTRUCTION

AutoCAD SHX Text

PROVIDE (2) ADJ. SHELVES

AutoCAD SHX Text

CONT. WD. CLEAT

AutoCAD SHX Text

3/4" PLYWD. WITH PL. LAM. DOOR TYP.

AutoCAD SHX Text

3/4" PLYWD. WITH PL. LAM. DOOR TYP.

AutoCAD SHX Text

DRAWER FRONT

AutoCAD SHX Text

SOLID OAK BULLNOSE CLEAR FINISH

AutoCAD SHX Text

SOLID PLASTIC COUNTERTOP AND BACKSPLASH

AutoCAD SHX Text C-1

AutoCAD SHX Text

CABINET SECTION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text L-1

AutoCAD SHX Text

LOCKER SECTION

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text

METAL

AutoCAD SHX Text

LOCKERS

AutoCAD SHX Text

GYP BD

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

BASE

AutoCAD SHX Text

AutoCAD SHX Text

ENLARGED PLAN AT BATHROOM AREA

AutoCAD SHX Text

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

AutoCAD SHX Text

LS/NM

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL MOUNTING HEIGHT

AutoCAD SHX Text

SCALE: 3/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

COUNTER DETAIL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ENLARGED PLAN AT LOCKER / BREAK ROOM

AutoCAD SHX Text

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

FURR. OUT WALL FOR ALL WALLS OF OCCUPIED SPACES

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

CLG. DETAILS:

PROPOSED REFL.

CEILING PLAN

(LOWER LEVEL)

A-150

AutoCAD SHX Text %%uMEN

AutoCAD SHX Text %%uUTILITY

AutoCAD SHX Text %%uLOCKER / BREAK

AutoCAD SHX Text %%uOPEN OFFICE

AutoCAD SHX Text %%uGARAGE

AutoCAD SHX Text %%uWOMEN

AutoCAD SHX Text %%uCLOSET

AutoCAD SHX Text %%uFOREMAN

AutoCAD SHX Text %%uTOOLS

AutoCAD SHX Text

STAIR

AutoCAD SHX Text %%uMEZZANINE ABOVE

AutoCAD SHX Text %%uELECTRIC

AutoCAD SHX Text

UP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

EXHAUST VENTS

AutoCAD SHX Text B

AutoCAD SHX Text

SEISMIC

AutoCAD SHX Text

CEILING DETAIL

AutoCAD SHX Text

SCALE: 1 1/2" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text

TYP. RUNNER

AutoCAD SHX Text

ATTACHMENT @ WALL

AutoCAD SHX Text

SCALE: 1 1/2" = 1'-0"

AutoCAD SHX Text

& ONE ADJ. WALL

AutoCAD SHX Text

ATTACHED @ STAT'G

AutoCAD SHX Text

ATTCHMENT

AutoCAD SHX Text

RIVET

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

CLEARENCE @ THE OPPOSITE

AutoCAD SHX Text

WALLS (NOT ATTACCHED)

AutoCAD SHX Text

NOT

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ATTACHED

AutoCAD SHX Text

%%UFINISH SCHEDULE:

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text

CEILING HEIGHT

AutoCAD SHX Text

ROOM NUMBER

AutoCAD SHX Text

CEILING FINISH

AutoCAD SHX Text

A SUSPENDED ACOUS

AutoCAD SHX Text

CEILING FINISHES

AutoCAD SHX Text

ROOM

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text X'-X"

AutoCAD SHX Text

%%ULIGHT FIXTURE SCHEDULE:

AutoCAD SHX Text

2' X 4' LED LAY-IN LIGHT FIXTURE

AutoCAD SHX Text C

AutoCAD SHX Text

(KITCHEN)

AutoCAD SHX Text

2' X 4' LED LAY-IN LIGHT FIXTURE

AutoCAD SHX Text F

AutoCAD SHX Text

(WASH + SERVING)

AutoCAD SHX Text

CEILING SYSTEM

AutoCAD SHX Text

E EXISTING CEILING

AutoCAD SHX Text

NM

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED REFLECTED CEILING PLAN (LOWER LEVEL)

AutoCAD SHX Text

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

AutoCAD SHX Text

REFER TO MEP DRAWINGS FOR ALL ADDITIONAL INFORMATION

AutoCAD SHX Text

CONT. 6" BATT INSULATION ABOVE ALL SUSP. CEILING

CONT. 6" BATT INSULATION ABOVE ALL SUSP. CEILING

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

PROPOSED REFL.

CEILING PLAN

(UPPER LEVEL)

A-151

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LOCATE LIGHTS BETWEEN COLUMNS

AutoCAD SHX Text %%uMEZZANINE

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

LOCATE LIGHTS BETWEEN COLUMNS

AutoCAD SHX Text

UH

AutoCAD SHX Text

UH

AutoCAD SHX Text

UH

AutoCAD SHX Text

UH

AutoCAD SHX Text L2

AutoCAD SHX Text

LOUVER

AutoCAD SHX Text

MECH MAU

AutoCAD SHX Text L1

AutoCAD SHX Text

LOUVER

AutoCAD SHX Text

VTR

AutoCAD SHX Text

NM

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED REFLECTED CEILING PLAN (UPPER LEVEL)

AutoCAD SHX Text

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

REFER TO MEP DRAWINGS FOR ALL ADDITIONAL INFORMATION

AI01507700

AI11394

signature:

C O

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IS

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

PROPOSED

ROOF PLAN

A-175

AutoCAD SHX Text

ALUMINUM GUTTERS (TYP.)

AutoCAD SHX Text

ALUMINUM GUTTERS (TYP.)

AutoCAD SHX Text

CONT. RIDGE

AutoCAD SHX Text

ALUMINUM LDR'S (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

(VTR 3")

AutoCAD SHX Text

(VTR 3")

AutoCAD SHX Text

(VTR 7")

AutoCAD SHX Text C

AutoCAD SHX Text A-176

AutoCAD SHX Text

TYP.

AutoCAD SHX Text E

AutoCAD SHX Text A-176

AutoCAD SHX Text

SNOW GUARD

AutoCAD SHX Text E

AutoCAD SHX Text A-176

AutoCAD SHX Text

SNOW GUARD

AutoCAD SHX Text

ALUMINUM LDR'S @ ALL COLUMN LINES

AutoCAD SHX Text

ALUMINUM LDR'S @ ALL COLUMN LINES

AutoCAD SHX Text

NM

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED ROOF PLAN

AI01507700

AI11394

signature:

C O

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

AutoCAD SHX Text

ROOF PURLINS BY PRE-ENG. BLDG MFR (MIN. 12")

AutoCAD SHX Text

ULTRA DECK METAL ROOFING

AutoCAD SHX Text

RIDGE FLASHING

AutoCAD SHX Text

LINER SYSTEM

AutoCAD SHX Text

STEEL FRAME

AutoCAD SHX Text

LINER SYSTEM

AutoCAD SHX Text

STEEL FRAME

AutoCAD SHX Text

4" (R-13) INSULATION (UPPER LAYER)

AutoCAD SHX Text

8" (R-25) INSULATION (LOWER LAYER)

AutoCAD SHX Text

ROOF PURLINS BY PRE-ENG. BLDG MFR (MIN. 12")

AutoCAD SHX Text

ULTRA DECK METAL ROOFING

AutoCAD SHX Text

4" (R-13) INSULATION (UPPER LAYER)

AutoCAD SHX Text

8" (R-25) INSULATION (LOWER LAYER)

AutoCAD SHX Text

LINER SYSTEM

AutoCAD SHX Text

DOUBLE CLAMPS AT EACH BRACKET ON EACH SEAM

AutoCAD SHX Text

X-GARD 2.0 2-PIPE SYSTEM USING 1.9 ROUND PIPE W/ X-CLIP AS MANUFACTURER BY S-5

AutoCAD SHX Text

ULTRA DECK METAL ROOFING

AutoCAD SHX Text

NM

AutoCAD SHX Text A

AutoCAD SHX Text

DETAIL @ RIDGE

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text

DETAIL @ END LAP

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text

DETAIL @ VTR

AutoCAD SHX Text

NOT SCALE

AutoCAD SHX Text

VENT THRU-ROOF

AutoCAD SHX Text

BULB-TITE

AutoCAD SHX Text

VENT OR PIPE

AutoCAD SHX Text

BULB-TITE

AutoCAD SHX Text

FILL VOID WITH INSULATION

AutoCAD SHX Text

CONT. MASTIC

AutoCAD SHX Text

CONT. MASTIC

AutoCAD SHX Text

CONT. MASTIC

AutoCAD SHX Text

TIE STRAP

AutoCAD SHX Text D

AutoCAD SHX Text

THERMALINER

AutoCAD SHX Text

INSULATION SYSTEM

AutoCAD SHX Text

NOT SCALE

AutoCAD SHX Text

LINER SYSTEM

AutoCAD SHX Text

ULTRA DECK

AutoCAD SHX Text

TK

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

SNOW GUARD DETAIL

AutoCAD SHX Text

SCALE: 3" = 1'-0"

AutoCAD SHX Text 8" (R-25)

AutoCAD SHX Text

PURLINS MIN. 12"

AutoCAD SHX Text 4" (R-13)

AutoCAD SHX Text

ROOF DETAILS

A-176

AI01507700

AI11394

signature:

C O

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

BUILDING

ELEVATIONS

A-200

AutoCAD SHX Text

ALUM. GUTTERS & LEADERS

AutoCAD SHX Text

ULTRA DECK ROOFING

AutoCAD SHX Text

PBR METAL WALL PANELS

AutoCAD SHX Text MUA UNIT LOUVERS 6'x4' SEE MECH. DWG'S (COLOR TO MATCH WALL PANELS)

AutoCAD SHX Text

ALUM. GLASS WINDOWS

AutoCAD SHX Text

ALUM. GLASS WINDOW

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

TOILET EXHAUSTS

AutoCAD SHX Text

SNOW GUARD

AutoCAD SHX Text

SNOW GUARD

AutoCAD SHX Text

AutoCAD SHX Text A-700

AutoCAD SHX Text W1

AutoCAD SHX Text L2

AutoCAD SHX Text W3

AutoCAD SHX Text W3

AutoCAD SHX Text W2

AutoCAD SHX Text W2

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WHEEL GUARDS

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STEEL FRAMED CANOPIES W/ ROOFING TO MATCH BUILDING

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AutoCAD SHX Text A-900

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NEW MORRIS COUNTY SIGN

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GARAGE DOOR KEYPAD

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ALL FRONT LDR'S TO TIE INTO STORM BOOTS & STORM DRAIN. SEE CIVIL DWG'S

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PROVIDE SPLASH BLOCKS @ ALL BACK LDR'S

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ALUM. GLASS WINDOW

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SNOW GUARD

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UH VENT

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ULTRA DECK ROOFING

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SNOW GUARD

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ALUM. GLASS WINDOW

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UH VENT

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PBR METAL WALL PANELS

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STEEL FRAMED CANOPIES W/ ROOFING TO MATCH BUILDING

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AutoCAD SHX Text A-700

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WHEEL GUARDS

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GARAGE DOOR KEYPAD

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ALL FRONT LDR'S TO TIE INTO STORM BOOTS & STORM DRAIN. SEE CIVIL DWG'S

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PROVIDE SPLASH BLOCKS @ ALL BACK LDR'S

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ALUM. GLASS WINDOWS

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VTR

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SNOW GUARD

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ULTRA DECK ROOFING

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PBR METAL WALL PANELS

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ALL FRONT LDR'S TO TIE INTO STORM BOOTS & STORM DRAIN. SEE CIVIL DWG'S

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ALUM. GLASS WINDOWS

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VTR

AutoCAD SHX Text MUA UNIT LOUVERS 8'x4' SEE MECH. DWG'S (COLOR TO MATCH WALL PANELS)

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ULTRA DECK ROOFING

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SNOW GUARD

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VTR

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AutoCAD SHX Text L-1

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PBR METAL WALL PANELS

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PROVIDE SPLASH BLOCKS @ ALL BACK LDR'S

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NM

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TK

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AS NOTED

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FRONTAL ELEVATION

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

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REAR ELEVATION

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

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LEFT ELEVATION

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

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RIGHT ELEVATION

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

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KEY PLAN

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SCALE: N.T.S.

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'-0

FOUNDATIONS REFER

TO STRUCTURAL DWG'S

ROOF BEAMS & PURLINS

BY PRE-ENG. BUILDING MFR

COLUMNS & GIRTS

BY PRE-ENG.

BUILDING MFR

COLUMNS & GIRTS

BY PRE-ENG.

BUILDING MFR

CONT. MEZZ.

GUARDRAIL

SEE STRUCTURAL DWG'S

FOR CONC. SLAB

GARAGE

LOCKER / BREAK

MEZZANINE

3'- 0"

4'- 0"

6'- 9"

'-9

F.F.

8'- 6"

3'- 0"

F.F.

T.O.R. (Low Point)

T.O.R. (High Point)

'-4

3'-

6"

FURRING & SHEET ROCK ON

ALL OCCUPIED SPACES

DUCT SEE MECH DRAWINGS

CONT. 6" BATT INSUL.

ABOVE SUSP. CEILING

FOUNDATIONS REFER

TO STRUCTURAL DWG'S

ROOF BEAMS & PURLINS

BY PRE-ENG. BUILDING MFR

COLUMNS & GIRTS

BY PRE-ENG.

BUILDING MFR

COLUMNS & GIRTS

BY PRE-ENG.

BUILDING MFR

CONT. MEZZ.

GUARDRAIL

SEE STRUCTURAL DWG'S

FOR CONC. SLAB

MEZZANINE

FOREMAN OPEN OFFICE GARAGE

3'- 0"

4'- 0"

F.F.

8'- 6"

3'- 0"

F.F.

6'- 9"

'-9

T.O.R. (Low Point)

T.O.R. (High Point)

'-4

3'-

6"

TOP MEZZ.

8'- 0"

FURRING & SHEET ROCK ON

ALL OCCUPIED SPACES

DUCT SEE MECH DRAWINGS

MECH UNIT

SEE MECH DRAWINGS

CONT. 6" BATT INSUL.

ABOVE SUSP. CEILING

Michael R. Bieri, A.I.A.

Thomas J. Kosten, A.I.A.

AI01507700

AI11394

signature:

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THESE DOCUMENTS ARE CONFIDENTIAL & PROPRIETARY & SHALL NOT BE USED OR DISTRIBUTED BY ANY OTHER PARTIES FKA ARCHITECTS 2023 c project no.

BID SET: 2-5-2024

BUILDING

SECTIONS

A-300

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AutoCAD SHX Text A-400

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AutoCAD SHX Text A-450

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AutoCAD SHX Text A-401

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