21-FILE Z1- Contract Drawings.pdf

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ALTERATIONS AND ADDITIONS STAFFORD VOLUNTEER FIRE COMPANY NAUTILUS DRIVE - PHASE 2 FOR THE TOWNSHIP OF STAFFORD
Solicitation number
BID 2026-18
Issued by
Ocean County, New Jersey

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Contract Drawings Summary

This is a comprehensive set of architectural and engineering contract drawings for alterations and additions to the Stafford Volunteer Fire Company facility located on Nautilus Drive in Stafford Township, New Jersey. The project scope includes construction of a new 2,000 square-foot West Garage Bay with masonry and steel framing and a modified bituminous low-slope roof, demolition of an existing 600 square-foot center building, and construction of a new 900 square-foot two-story masonry and steel structure connecting the North and South Bay buildings. The complete project encompasses removal and replacement of existing roofing and roof framing with a new prefabricated truss system, reinforcement of existing foundations with new concrete foundations and frames, installation of new rooftop units and condensing equipment, and comprehensive upgrades to electrical, plumbing, mechanical, and drainage systems throughout the facility. The building design conforms to the 2021 International Building Code (New Jersey Edition), includes one story construction with a height of 26 feet, and totals 5,370 square feet of building area. The drawings are dated September 3, 2025, and were prepared by Ronald A. Sebring Associates, LLC, with structural engineering by 5-Hole Structural Engineering, Inc., and mechanical, electrical, and plumbing design by Schiller and Hersh Associates, Inc.

The contract drawings include detailed specifications for load parameters, including roof dead loads of 20 PSF for metal frame construction and 20 PSF for wood frame construction, wind speeds of 138 MPH (Risk Category IV), and ground snow loads of 20 PSF with maximum drift snow loads of 45.5 PSF. Foundation work involves new cast-in-place concrete footings and piers, new reinforced concrete slabs, and extensive underpinning of existing foundations. Structural elements include new masonry walls with reinforced concrete bond beams, steel columns and beams, and delegated design items for prefabricated truss systems requiring sealed engineering calculations and drawings from a licensed New Jersey professional engineer prior to installation. The drawings specify new face brick masonry construction, exterior insulation finish systems (EIFS), new fiberglass asphalt shingles over plywood sheathing on wood trusses, and modified bituminous roofing systems with rigid insulation and metal roof decking. Interior construction includes new toilet rooms, shower rooms, kitchenette spaces, and multi-purpose areas with epoxy flooring and painted gypsum board finishes. Site improvements include new concrete sidewalks and aprons, parking lot resurfacing with bituminous pavement, new aluminum gutters and leaders, and landscape features including new flagpoles and drainage infrastructure.

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P: 215.886.8947 F: 215.886.8956 www.schillerhersh.com

SCHILLER AND HERSH ASSOCIATES, INC.

Consulting M/E/P Engineers &SH636 Skippack Pike Suite 200 Blue Bell, PA 19422

1000 WASHINGTON STREET, SUITE 201

TOMS RIVER, NJ 08753

ARCHITECTURE

AND

DESIGN

(732) 701-9444 FAX 701-9919 E-MAIL ARCHITECTS@RASALLC.COM

5-Hole Structural Engineering, Inc.

3 Quail Run South Burlington, VT 05403

(802) 338-0233

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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STAFFORD VOLUNTEER FIRE COMPANY

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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ALTERATIONS AND ADDITIONS

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SITE KEY MAP

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NOT TO SCALE

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EXISTING = S2/B ADDITION = S2

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IIIB

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USE GROUP: CONSTRUCTION CLASS: BUILDING AREA: BUILDING HEIGHT:

AutoCAD SHX Text CODES AND STANDARDS: N.J.A.C. 5:23-6 REHABILITATION SUBCODE INTERNATIONAL BUILDING CODE, 2021, NEW JERSEY EDITION NATIONAL STANDARD PLUMBING CODE, 2021, NEW JERSEY EDITION NATIONAL ELECTRICAL CODE (NEC) 2020 INTERNATIONAL MECHANICAL CODE, 2021 INTERNATIONAL FUEL GAS CODE, 2021 BARRIER-FREE SUBCODE: N.J.A.C. 5:23-7 AND ICC A117.1-2017 ASHRAE 90.1 - 2019

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5,370 SQ.FT.

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1 STORY, 26'-0";

AutoCAD SHX Text THIS PROJECT IS DESIGNED IN ACCORDANCE WITH NJAC TITLE 5 CHAPTER 23 SUBCHAPTER 6 "UNIFORM CONSTRUCTION CODE REHABILITATION SUBCODE" CATEGORY OF WORK PURSUANT TO NJAC 5:23-6.3: (ADDITION)

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CODE CRITERIA

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ROOF MATERIALS CLASSIFICATION AND CODE COMPLIANCE

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FIRE CLASSIFICATION: TABLE 1505.1 OF THE IBC,

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ROOF COVERINGS SHALL BE CLASS "A" MINIMUM PER ASTM E108 OR UL 790

AutoCAD SHX Text FOAM PLASTIC INSULATION: FOAM PLASTIC (POLYISOCYANURATE) INSULATION BOARDS SHALL SATISFACTORILY PASS FM 4450 OR UL 1256.

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ROOF STRUCTURAL LOADS

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THE EXISTING SHINGLE AND LOW-SLOPE ROOFING IS BEING REPLACED IN KIND

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THERE WILL BE NO INCREASE IN LOADING FROM THE EXISTING TO NEW COVERINGS.

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DAVID A. CLARK ARCHITECT 17149

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RIL

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SUBMISSION

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BY

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DATE

AutoCAD SHX Text 09/03/25

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STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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TITLE SHEET

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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ASSOCIATES, LLC

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RONALD A. SEBRING

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NOTE: ROOFING WARRANTEES WIND EXCLUSION SHALL NOT BE LESS THAN THE

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WIND SPEED INDICATED UNDER CODE LOAD PARAMETERS.

AutoCAD SHX Text ROOF DEAD LOAD - METAL FRAME ROOF ROOFING - 2 PSF INSULATION - 3 PSF METAL DECK 20 GA - 3 PSF BEAMS - 5 PSF MEP - 6 PSF MISC - 1 PSF TOTAL DEAD LOAD = 20 PSF

AutoCAD SHX Text GROUND SNOW LOAD, PG = 20 PSF IMPORTANCE FACTOR, I = 1.2 FLAT SNOW, PF = 24 PSF SNOW EXPOSURE, CE = 1.0 THERMAL FACTOR, CT = 1.0 MAXIMUM DRIFT SNOW LOAD = 45.5 PSF DRIFT LENGTH = 11 FT ROOF LIVE LOAD = 20 PSF SECOND FLOOR LIVE LOAD = 40 PSF FIRST FLOOR LIVE LOAD = 100 PSF, WEIGHT OF TRUCKS WIND: RISK CATEGORY IV IMPORTANCE FACTOR, I = 1.1 MEAN ROOF HEIGHT = 11 FT WIND SPEED = 138 MPH WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT, GCPI = 0.18 WIND PRESSURE = 29.8 PSF BASE SHEAR EAST-WEST = 67.1 KIPS BASE SHEAR NORTH-SOUTH = 50.3 KIPS COMPONENTS & CLADDING ROOF: 11.3 PSF AND -44.2 PSF (ZONE 1), -58.3 PSF (ZONE 2), - 79.4 PSF (ZONE 3) WALL: 27.7 PSF AND -30.0 PSF (ZONE 4), -37.1 PSF (ZONE 5) SEISMIC DESIGN: CATEGORY IV SITE CLASS D SDS = 0.163 R = 2.0 I = 1.5 CS = 0.1225 EQUIVALENT FORCE PROCEDURE BUILDING WEIGHT = 672.7 KIPS BASE SHEAR = 82.4 KIPS (GOVERNS)

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CODE LOAD PARAMETERS

AutoCAD SHX Text CODE: 2021 INTERNATIONAL BUILDING CODE NEW JERSEY EDITION ASCE 7-16 WITH SUPPLEMENT 1

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MAYOR AND COUNCIL

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TOWNSHIP OF STAFFORD

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SERGIO FOSSA

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LISA MOWER

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OWEN LAROCCA

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STEVEN ESPOSITO

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AMY OTTE

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CHRISTOPHER DARCONTE

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ROBERT HENKEN

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COUNCILMAN

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COUNCIL PRESIDENT

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MAYOR

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COUNCILWOMAN

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COUNCILMAN

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COUNCILMAN

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COUNCILWOMAN

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ROUTE 287

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NEW JERSEY TURNPIKE

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GARDEN STATE PARKWAY

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ROUTE 80

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ROUTE 280

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ROUTE 78

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ROUTE 295

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ROUTE 195

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ROUTE 95

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ROUTE 287

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ROUTE 78

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PROJECT LOCATION

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ROUTE 70

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ROUTE 72

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SITE LOCATION PLAN

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OWEN, LITTLE & ASSOCIATES INC.

AutoCAD SHX Text Engineers, Planners, Surveyors

AutoCAD SHX Text 443 Atlantic City Blvd.

AutoCAD SHX Text Beachwood, NJ 08722

AutoCAD SHX Text Tel. 732-244-1090 Fax 732-341-3412

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FINAL DESIGN

AutoCAD SHX Text ROOF DEAD LOAD - WOOD FRAME ROOF ROOFING - 2 PSF INSULATION - 3 PSF PLYWOOD SHEATHING - 3 PSF WOOD TRUSSES - 4 PSF MEP - 6 PSF CEILING - 1 PSF MISC - 1 PSF TOTAL DEAD LOAD = 20 PSF

AutoCAD SHX Text FLOOR DEAD LOAD FLOORING - 1 PSF CONCRETE SLAB - 56 PSF METAL DECK LOK-FLO0R 2" COMPOSITE 20 GA - 3 PSF STEEL FRAMING - 6 PSF MEP - 6 PSF CEILING - 1 PSF MISC - 1 PSF TOTAL DEAD LOAD = 74 PSF

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DESIGN AND ENGINEERING BY OTHERS

AutoCAD SHX Text THE DESIGN AND COMPREHENSIVE ENGINEERING OF THE PREFABRICATED TRUSS SYSTEM SHALL BE PERFORMED BY A QUALIFIED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW JERSEY. ENGINEERING SHALL BE BASED ON THE PERFORMANCE REQUIREMENTS LISTED ON THIS TITLE PAGE AND INCLUDED IN SPECIFICATION SECTION 06 17 53.

AutoCAD SHX Text SIGNED AND SEALED ENGINEERING CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED FOR THE PREFABRICATED TRUSS SYSTEM PRIOR TO INSTALLATION.

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DELEGATED DESIGN ITEMS:

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1.) PREFABRICATED TRUSS SYSTEM (SPECIFICATIONS SECTION 06 17 53)

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STAFFORD VOLUNTEER FIRE COMPANY

P: 215.886.8947 F: 215.886.8956 www.schillerhersh.com

SCHILLER AND HERSH ASSOCIATES, INC.

Consulting M/E/P Engineers &SH636 Skippack Pike Suite 200 Blue Bell, PA 19422

1000 WASHINGTON STREET, SUITE 201

TOMS RIVER, NJ 08753

ARCHITECTURE

AND

DESIGN

(732) 701-9444 FAX 701-9919 E-MAIL ARCHITECTS@RASALLC.COM

5-Hole Structural Engineering, Inc.

3 Quail Run South Burlington, VT 05403

(802) 338-0233

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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STAFFORD VOLUNTEER FIRE COMPANY

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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ALTERATIONS AND ADDITIONS

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%%UINDEX OF DRAWINGS

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DAVID A. CLARK ARCHITECT 17149

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ELB

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SUBMISSION

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BY

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DATE

AutoCAD SHX Text 09/03/25

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STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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ARCHITECTURAL COVER SHEET

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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ASSOCIATES, LLC

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RONALD A. SEBRING

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TITLE SHEET

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FOUNDATION PLAN

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FIRST FLOOR PLAN

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INTERIOR ELEVATIONS AND DETAILS

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SECOND FLOOR FRAMING PLAN

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ROOF FRAMING PLAN

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SOUTH AND WEST ELEVATIONS

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SECTIONS

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OWEN, LITTLE & ASSOCIATES INC.

AutoCAD SHX Text Engineers, Planners, Surveyors

AutoCAD SHX Text 443 Atlantic City Blvd.

AutoCAD SHX Text Beachwood, NJ 08722

AutoCAD SHX Text Tel. 732-244-1090 Fax 732-341-3412

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SECTIONS AND DETAILS

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SECTIONS

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SECTION

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FOUNDATION DETAILS

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FOUNDATION DETAILS

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DEMOLITION PLANS AND ELEVATIONS

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FINAL DESIGN

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FOUNDATION DETAILS

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DETAILS

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DETAILS

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DETAILS

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DETAILS

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DETAILS

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NOT USED

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PARTITION SCHEDULE

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SCHEDULES

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FPOO1

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FIRE PROTECTION COVER SHEET

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FPD101

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FIRE PROTECTION DEMOLITION FLOOR PLAN

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FP101

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FIRE PROTECTION NEW WORK FIRST FLOOR PLAN

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FP102

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FIRE PROTECTION NEW WORK SECOND FLOOR PLAN

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FP103

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FIRE PROTECTION NEW WORK ATTIC PLAN

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PLUMBING COVER SHEET

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PD101

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PLUMBING SANITARY WASTE DEMOLITION FLOOR PLAN

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FOUNDATION DETAILS

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EXISTING CONDITIONS AND DEMOLITION PLAN

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SECOND FLOOR PLAN

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REFLECTED CEILING PLANS

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NORTH AND EAST ELEVATIONS

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ROOF TRUSS DIAGRAMS

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ROOF PLAN

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SECTIONS

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SECTION

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PD201

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PLUMBING DOMESTIC WATER DEMOLITION FLOOR PLAN

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PLUMBING SANITARY WASTE NEW WORK FIRST FLOOR PLAN

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PLUMBING SANITARY WASTE NEW WORK SECOND FLOOR PLAN

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PLUMBING NEW WORK ROOF PLAN

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PLUMBING DOMESTIC WATER NEW WORK FIRST FLOOR PLAN

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PLUMBING DOMESTIC WATER NEW WORK SECOND FLOOR PLAN

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PLUMBING SCHEDULES AND DETAILS

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PLUMBING RISER DIAGRAMS

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PLUMBING RISER DIAGRAMS

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MECHANICAL COVER SHEET

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MD101

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MECHANICAL DEMOLITION FLOOR PLAN

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MECHANICAL NEW WORK FIRST FLOOR PLAN

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MECHANICAL NEW WORK SECOND FLOOR PLAN

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MECHANICAL NEW WORK ROOF PLAN

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MECHANICAL SCHEDULES

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MECHANICAL CONTROL DIAGRAMS

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MECHANICAL DETAILS

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MECHANICAL DETAILS

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MECHANICAL DETAILS

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ELECTRICAL COVER SHEET

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DE101

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ELECTRICAL DEMOLITION FIRST FLOOR PLAN

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DE201

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ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM

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ELECTRICAL NEW WORK LIGHTING FIRST FLOOR PLAN

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ELECTRICAL NEW WORK LIGHTING SECOND FLOOR PLAN

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ELECTRICAL NEW WORK POWER/FIRE/COMM FIRST FLOOR PLAN

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ELECTRICAL NEW WORK POWER/FIRE/COMM SECOND FLOOR PLAN

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ELECTRICAL SINGLE LINE DIAGRAM AND DETAILS

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ELECTRICAL PANEL SCHEDULES

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ELECTRICAL SCHEDULES AND DETAILS

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ELECTRICAL FIRE ALARM RISER DIAGRAM AND DETAILS

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SITE KEY MAP

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NOT TO SCALE

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ROUTE 287

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NEW JERSEY TURNPIKE

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GARDEN STATE PARKWAY

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PROJECT LOCATION

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SITE LOCATION PLAN

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ARCHITECTURAL COVER SHEET

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TYPICAL DETAILS - STRUCTURAL

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TYPICAL DETAILS - STRUCTURAL

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TYPICAL DETAILS - STRUCTURAL

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STAFFORD VOLUNTEER FIRE COMPANY

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PROPOSED SITE IMPROVEMENTS

1000 WASHINGTON STREET, SUITE 201

TOMS RIVER, NJ 08753

ARCHITECTURE

AND

DESIGN

(732) 701-9444 FAX 701-9919 E-MAIL ARCHITECTS@RASALLC.COM

STATION 47

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ROOF FRAMING DEMOLITION PLAN

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DAVID A. CLARK ARCHITECT 17149

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SUBMISSION

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BY

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DATE

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FINAL DESIGN

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STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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DEMOLITION PLANS AND ELEVATIONS

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ASSOCIATES, LLC

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RONALD A. SEBRING

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

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RIL

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NORTH BAY

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RM 02

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SOUTH BAY

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RM 01

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STORAGE/ WORK ROOM

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RM 09

AutoCAD SHX Text ALL EXISTING OVERHEAD DOORS TO BE REMOVED, STORED, AND REINSTALLED OR PROTECTED IN PLACE AND SUPPORTED TO FACILITATE NEW CONSTRUCTION. TYPICAL OF ALL LOCATIONS

AutoCAD SHX Text CONTRACTOR TO SAWCUT AND REMOVE EXISTING MASONRY AND EXTERIOR FINISH TO ACCOMMODATE NEW DOOR OPENING AND LINTEL

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EXISTING EXTERIOR WALL CONSTRUCTION TO BE DEMOLISHED

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EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO BE DEMOLISHED

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EXISTING WALL CONSTRUCTION TO BE REMOVED. TYPICAL

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FIRST FLOOR DEMOLITION PLAN

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

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NORTH ELEVATION

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

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SOUTH ELEVATION

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WEST ELEVATION

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

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EAST ELEVATION

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

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EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO REMAIN

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EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO REMAIN

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EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO BE DEMOLISHED

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MODIFY EXISTING STUCCO FINISH AS REQUIRED FOR NEW MASONRY WALL CONSTRUCTION

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MODIFY EXISTING CONCRETE SLAB AS REQUIRED FOR NEW CONSTRUCTION

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EXISTING ROOFING, SHEATHING, AND TRUSS SYSTEM TO BE REMOVED

AutoCAD SHX Text EXISTING ROOFING, SHEATHING, AND RAFTERS ALONG WITH EXISTING WALL CONSTRUCTION TO BE DEMOLISHED

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EXISTING ROOFING, SHEATHING, AND TRUSS SYSTEM TO BE REMOVED

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EXISTING ROOFING, SHEATHING AND TRUSS SYSTEM TO BE REMOVED

AutoCAD SHX Text EXISTING ROOFING, SHEATHING AND RAFTERS ALONG WITH EXISTING WALL CONSTRUCTION TO BE DEMOLISHED

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EXISTING ROOFING, SHEATHING AND TRUSS SYSTEM TO BE REMOVED

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EXISTING WALL CONSTRUCTION TO BE DEMOLISHED

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EXISTING ROOFING, SHEATHING, AND TRUSS SYSTEM TO BE REMOVED

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EXISTING MASONRY GABLE END TO BE REMOVED

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EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO REMAIN

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EXISTING ROOFING, SHEATHING, AND TRUSS SYSTEM TO BE REMOVED

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EXISTING OVERHEAD DOOR TO REMAIN

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EXISTING STORAGE/WORK ROOM TO REMAIN

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EXISTING STORAGE/WORK ROOM TO REMAIN

AutoCAD SHX Text

EXISTING STORAGE/WORK ROOM TO REMAIN

AutoCAD SHX Text

EXISTING STORAGE/WORK ROOM TO REMAIN

AutoCAD SHX Text

EXISTING ROOFING, SHEATHING AND TRUSS SYSTEM TO BE REMOVED

AutoCAD SHX Text

EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO REMAIN

AutoCAD SHX Text EXISTING ROOFING, SHEATHING, AND RAFTERS ALONG WITH EXISTING WALL CONSTRUCTION TO BE DEMOLISHED

AutoCAD SHX Text EXISTING ROOFING, SHEATHING, TRUSS SYSTEM, AND GYPSUM CEILING TO BE REMOVED. COORDINATE WITH MEP DRAWINGS FOR EXISTING ITEMS TO REMAIN.

AutoCAD SHX Text

EXISTING STORAGE/WORK ROOM ROOF TO REMAIN

AutoCAD SHX Text EXISTING ROOFING, SHEATHING, TRUSS SYSTEM, AND GYPSUM CEILING TO BE REMOVED. COORDINATE WITH MEP DRAWINGS FOR EXISTING ITEMS TO REMAIN.

AutoCAD SHX Text

EXISTING MASONRY GABLE END WALL TO BE REMOVED

AutoCAD SHX Text

EXISTING MASONRY GABLE END WALL TO BE REMOVED

AutoCAD SHX Text

EXISTING MASONRY GABLE END WALL TO BE REMOVED

AutoCAD SHX Text CONTRACTOR TO SAWCUT AND REMOVE EXISTING MASONRY AND EXTERIOR FINISH TO ACCOMMODATE NEW DOOR OPENING AND LINTEL

AutoCAD SHX Text EXISTING ONE STORY BUILDING TO BE DEMOLISHED. DEMOLITION INCLUDES BUT NOT LIMITED TO: MASONRY WALL CONSTRUCTION, ROOF FRAMING, CONCRETE FLOOR SLAB, FOUNDATION WALLS, WINDOWS, ACCESSORIES, ETC.

AutoCAD SHX Text EXISTING ONE STORY BUILDING TO BE DEMOLISHED. DEMOLITION INCLUDES BUT NOT LIMITED TO: MASONRY WALL CONSTRUCTION, ROOF FRAMING, CONCRETE FLOOR SLAB, FOUNDATION WALLS, WINDOWS, ACCESSORIES, ETC.

AutoCAD SHX Text EXISTING ONE STORY BUILDING TO BE DEMOLISHED. DEMOLITION INCLUDES BUT NOT LIMITED TO: MASONRY WALL CONSTRUCTION, ROOF FRAMING, CONCRETE FLOOR SLAB, FOUNDATION WALLS, WINDOWS, ACCESSORIES, ETC.

AutoCAD SHX Text

REMOVE EXISTING DOOR, FRAME, AND HARDWARE. TYPICAL OF ALL LOCATIONS

AutoCAD SHX Text

REMOVE EXISTING DOOR, FRAME, AND HARDWARE

AutoCAD SHX Text

EXISTING EQUIPMENT. REFER TO MEP DRAWING

AutoCAD SHX Text CONTRACTOR TO SAWCUT AND REMOVE EXISTING CONCRETE SLAB TO FACILITATE NEW UNDERPINNING OF EXISTING FOUNDATIONS.

AutoCAD SHX Text

EXISTING SITE CONDITIONS. REFER TO CIVIL DRAWINGS FOR SITE PREPARATION

AutoCAD SHX Text

TOP OF MASONRY

AutoCAD SHX Text

TOP OF MASONRY

AutoCAD SHX Text

TOP OF MASONRY

AutoCAD SHX Text

TOP OF MASONRY

AutoCAD SHX Text

EXISTING SIDING TO BE REMOVED

AutoCAD SHX Text

REMOVE EXISTING DOOR, FRAME, AND HARDWARE. TYPICAL

AutoCAD SHX Text

EXISTING EQUIPMENT. REFER TO MEP DRAWINGS

AutoCAD SHX Text

REMOVE EXISTING BOLLARDS

AutoCAD SHX Text MODIFY EXISTING MASONRY WALL CONSTRUCTION TO FACILITATE NEW ADDITION. REFER TO DETAIL 1/A10 AND 1/A12

AutoCAD SHX Text EXISTING ONE STORY BUILDING TO BE DEMOLISHED. DEMOLITION INCLUDES BUT NOT LIMITED TO: MASONRY WALL CONSTRUCTION, ROOF FRAMING, CONCRETE FLOOR SLAB, FOUNDATION WALLS, WINDOWS, ACCESSORIES, ETC.

AutoCAD SHX Text

REMOVE EXISTING LEADERS, GUTTERS, SPLASH BLOCK, AND ACCESSORIES.

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED. CONTRACTOR SHALL ENGAGE WITH A NEW JERSEY LICENSED ENGINEER AT THEIR OWN EXPENSE FOR ALL SHORING AND BRACING REQUIREMENTS.

AutoCAD SHX Text 1)

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

EXISTING SIDING TO BE REMOVED

AutoCAD SHX Text

EXISTING MASONRY GABLE END WALL TO BE REMOVED

AutoCAD SHX Text B

AutoCAD SHX Text A7

AutoCAD SHX Text D

AutoCAD SHX Text A8

AutoCAD SHX Text A

AutoCAD SHX Text A7

AutoCAD SHX Text C

AutoCAD SHX Text A8

AutoCAD SHX Text E

AutoCAD SHX Text A9

AutoCAD SHX Text F

AutoCAD SHX Text A9

AutoCAD SHX Text B

AutoCAD SHX Text A7

AutoCAD SHX Text D

AutoCAD SHX Text A8

AutoCAD SHX Text A

AutoCAD SHX Text A7

AutoCAD SHX Text C

AutoCAD SHX Text A8

AutoCAD SHX Text E

AutoCAD SHX Text A9

AutoCAD SHX Text F

AutoCAD SHX Text A9

AutoCAD SHX Text

EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN

AutoCAD SHX Text

EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN

AutoCAD SHX Text

EXISTING DOORS, FRAMES, AND HARDWARE TO BE REMOVED

AutoCAD SHX Text D1

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING MASONRY FOR CAST-IN-PLACE REINFORCED CONCRETE COLUMN. (TYPICAL)

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING MASONRY FACE SHELLS FOR CAST-IN-PLACE REINFORCED CONCRETE COLUMN. (TYPICAL)

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING MASONRY FACE SHELLS FOR CAST-IN-PLACE REINFORCED CONCRETE COLUMN. (TYPICAL)

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING MASONRY FACE SHELLS FOR CAST-IN-PLACE REINFORCED CONCRETE COLUMN. (TYPICAL)

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING MASONRY FACE SHELLS FOR CAST-IN-PLACE REINFORCED CONCRETE COLUMN. (TYPICAL)

AutoCAD SHX Text SAWCUT AND REMOVE 20" LONG SECTIONS OF EXISTING CMU WALLS FROM TOP OF WALL TO FOUNDATION. SAWCUT AND REMOVE FOUNDATION FOR 6'-3" LENGTH. (TYP)

AutoCAD SHX Text BRACE ALL EXTERIOR MASONRY WALLS DURING THE REMOVAL OF ANY ROOF FRAMING/SHEATHING UNTIL THE NEW ROOF CONSTRUCTION INSTALLATION IS COMPLETE.

AutoCAD SHX Text BRACE ALL MASONRY WALLS DURING THE REMOVAL OF ANY ROOF FRAMING/SHEATHING UNTIL THE NEW ROOF CONSTRUCTION INSTALLATION IS COMPLETE. SEE GENERAL NOTE 1 BELOW.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

EXISTING MASONRY GABLE END TO BE REMOVED

AutoCAD SHX Text CONTRACTOR TO SAWCUT AND REMOVE EXISTING CONCRETE SLAB TO FACILITATE INSTALLATION OF NEW FOUNDATION

AutoCAD SHX Text SAWCUT AND REMOVE 20" LONG SECTIONS OF EXISTING CMU WALLS FROM TOP OF WALL TO FOUNDATION. SAWCUT AND REMOVE FOUNDATION FOR 6'-6" LENGTH. (TYP)

AutoCAD SHX Text

SAWCUT AND REMOVE TOP COURSE OF EXISTING MASONRY WALL

AutoCAD SHX Text

SAWCUT AND REMOVE TOP COURSE OF EXISTING MASONRY WALL

EXISTING CONCRETE SLAB TO BE REMOVED

NAUTILUS DRIVE FIREHOUSE PHASE #2

EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

TC=107.77

AutoCAD SHX Text

TC=108.16

AutoCAD SHX Text

TC=108.98

AutoCAD SHX Text

TC=107.98

AutoCAD SHX Text

TC=108.55

AutoCAD SHX Text

TC=108.57

AutoCAD SHX Text

TC=107.00

AutoCAD SHX Text

GT=107.55

AutoCAD SHX Text

GT=106.05

AutoCAD SHX Text

TC=105.88

AutoCAD SHX Text

GT=108.67

AutoCAD SHX Text

TC=108.86

AutoCAD SHX Text

GT=108.86

AutoCAD SHX Text

TC=108.70

AutoCAD SHX Text

GT=107.38

AutoCAD SHX Text

GT=107.69

AutoCAD SHX Text

GT=107.43

AutoCAD SHX Text

TC=107.91

AutoCAD SHX Text

GT=107.56

AutoCAD SHX Text

TC=108.02

AutoCAD SHX Text

TC=108.07

AutoCAD SHX Text

TC=107.51

AutoCAD SHX Text

GT=107.08

AutoCAD SHX Text

GT=107.63

AutoCAD SHX Text

GT=108.13

AutoCAD SHX Text

TC=108.65

AutoCAD SHX Text 108.2

AutoCAD SHX Text

GT=107.85

AutoCAD SHX Text

GT=108.67

AutoCAD SHX Text

TC=108.81

AutoCAD SHX Text

TC=106.84

AutoCAD SHX Text 120.00'

AutoCAD SHX Text N 24°37'40" W

AutoCAD SHX Text 225.00'

AutoCAD SHX Text S 65°22'20" W

AutoCAD SHX Text S 24°37'40" E

AutoCAD SHX Text 225.00'

AutoCAD SHX Text N 65°22'20" E

AutoCAD SHX Text 120.00'

AutoCAD SHX Text

NAUTILUS DRIVE (ASPHALT SURFACE - 60' R.O.W.)

AutoCAD SHX Text Block 44.102 Lot 7

AutoCAD SHX Text

BEACH LANE (ASPHALT SURFACE - 50' R.O.W.)

AutoCAD SHX Text Block 44.102 Lot 8

AutoCAD SHX Text Block 44.102 Lot 6

AutoCAD SHX Text Block 44.102 Lot 9

AutoCAD SHX Text Block 44.102 Lot 10

AutoCAD SHX Text Block 44.102 Lot 5

AutoCAD SHX Text Asphalt Driveway

AutoCAD SHX Text Asphalt Pavement

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Garage GF=108.78

AutoCAD SHX Text Firehouse

AutoCAD SHX Text Garage GF=109.14

AutoCAD SHX Text

WM

AutoCAD SHX Text 60.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 20.2'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 20.2'

AutoCAD SHX Text 17.7'

AutoCAD SHX Text 5.3'

AutoCAD SHX Text Asphalt Pavement

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Asphalt Pavement

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Asphalt Driveway

AutoCAD SHX Text

GV

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text Shed F.F. 109.37109.37

AutoCAD SHX Text Garage GF=108.75

AutoCAD SHX Text Firehouse

AutoCAD SHX Text Edge Of Pavement

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 2.4'

AutoCAD SHX Text W

AutoCAD SHX Text First Aid

AutoCAD SHX Text 5.3'

AutoCAD SHX Text 26.7'

AutoCAD SHX Text

CO

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text

CO

AutoCAD SHX Text D.c.

AutoCAD SHX Text

EM

AutoCAD SHX Text

GM

AutoCAD SHX Text

WM

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text White Parking Striping

AutoCAD SHX Text D.c.

AutoCAD SHX Text Sign

AutoCAD SHX Text Util. Pole #8028

AutoCAD SHX Text D.c.

AutoCAD SHX Text Util. Pole

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text D.c.

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text French Drain

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text

FLAG TO BE DEMOED

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Well

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text 38.0'

AutoCAD SHX Text 37.3'

AutoCAD SHX Text 7.3'

AutoCAD SHX Text 68.0'

AutoCAD SHX Text 8.70'

AutoCAD SHX Text 24.6'

AutoCAD SHX Text Generator

AutoCAD SHX Text 60.0'

AutoCAD SHX Text Chainlink Fence

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text A/C Unit

AutoCAD SHX Text 6' Chainkink Fence

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Antenna on Conc. Pad

AutoCAD SHX Text Frame Shed

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text Forest Fire Sign

AutoCAD SHX Text Blue Parking Striping

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text White Stripe

AutoCAD SHX Text Asphalt

AutoCAD SHX Text 5' Chainlink Fence

AutoCAD SHX Text

DETENTION BASIN

AutoCAD SHX Text Grass

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text A/c

AutoCAD SHX Text Stones

AutoCAD SHX Text Stones

AutoCAD SHX Text White Shoulder Stripe

AutoCAD SHX Text White Stripe

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text 5' Chainlink Fence

AutoCAD SHX Text

TYPE 'E' INLET

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text 6' Vinyl Fence

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text Metal Sign

AutoCAD SHX Text

F.F. GF=109.05

AutoCAD SHX Text HC Sign

AutoCAD SHX Text

YELLOW PARKING STRIPING

AutoCAD SHX Text Util. Pole

AutoCAD SHX Text 4' Vinyl Fence

AutoCAD SHX Text D.c.

AutoCAD SHX Text Flagpoles

AutoCAD SHX Text Fire Connection

AutoCAD SHX Text

GM

AutoCAD SHX Text Roof Drain (Typ.)

AutoCAD SHX Text (2)Bollards

AutoCAD SHX Text Sign W/ Metal post

AutoCAD SHX Text Metal Lightpole

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Well

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text (2)Bollards

AutoCAD SHX Text Wood Post

AutoCAD SHX Text Rood Drain (Typ.)

AutoCAD SHX Text Rood Drain (Typ.)

AutoCAD SHX Text O/H Light (Typ.)

AutoCAD SHX Text D.c.

AutoCAD SHX Text

TREASURE AVENUE (ASPHALT SURFACE - 50' R.O.W.)

AutoCAD SHX Text Conc. Sidewalk Section

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 6" Conc. Curb

AutoCAD SHX Text Generator

AutoCAD SHX Text

GM

AutoCAD SHX Text 108.33

AutoCAD SHX Text 108.36

AutoCAD SHX Text

TC 108.93 BC 108.78

AutoCAD SHX Text

TC=108.35

AutoCAD SHX Text 107.88

AutoCAD SHX Text

GAS METER TO BE RELOCATED

AutoCAD SHX Text

CONC. SIDEWALK SECTION AND PAD TO BE DEMOED

AutoCAD SHX Text

A/C TO BE RELOCATED

AutoCAD SHX Text

TC 109.07 BC 108.67

AutoCAD SHX Text

SHED TO BE DEMOED

AutoCAD SHX Text

CONC. CURB TO BE DEMOED

AutoCAD SHX Text

CONC. CURB TO BE DEMOED

AutoCAD SHX Text

CONC. PAD/FOOTING TO BE DEMOED 4'X'6'X2' DEEP. BACKFILL DGA

AutoCAD SHX Text

WHITE PARKING STRIPING

AutoCAD SHX Text

BLUE PARKING STRIPING

AutoCAD SHX Text

WHITE ARROW (TYP.)

AutoCAD SHX Text

WHITE STRIPING

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHK'D

AutoCAD SHX Text

APPROVED FOR CONSTRUCTION

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

FRANK J. LITTLE, JR.

AutoCAD SHX Text PROFESSIONAL ENGINEER N.J. LIC. NO. 24GE02708500 PROFESSIONAL PLANNER N.J. LIC. NO. 03096

AutoCAD SHX Text P.E., P.P.

AutoCAD SHX Text

LITTLE

AutoCAD SHX Text

OWEN,

AutoCAD SHX Text

& ASSOCIATES

AutoCAD SHX Text

INC.

AutoCAD SHX Text Engineers, Planners, Surveyors

AutoCAD SHX Text 443 Atlantic City Blvd.

AutoCAD SHX Text Beachwood, NJ 08722

AutoCAD SHX Text Tel. (732)244-1090

AutoCAD SHX Text Fax (732)341-3412

AutoCAD SHX Text GIS Specialists

AutoCAD SHX Text Authorization

AutoCAD SHX Text No. 24GA27965700

AutoCAD SHX Text

SURVEY & BILLING NO.

AutoCAD SHX Text COPYRIGHT 2024 OWEN, LITTLE & ASSOCIATES, INC. 2024 OWEN, LITTLE & ASSOCIATES, INC. OWEN, LITTLE & ASSOCIATES, INC. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF OWEN, LITTLE & ASSOCIATES, INC., AND ARE NOT TO BE MODIFIED OR ALTERED FOR THE PROJECT, USED IN WHOLE, OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF OWEN, LITTLE & ASSOCIATES, INC. ANY MODIFICATION, ALTERATION, OR USE OF THIS SIGNED AND SEALED PLAN FOR ANY OTHER PROJECT OR FOR INSTITUTING A FIELD CHANGE DURING CONSTRUCTION VOIDS ANY LIABILITY OF OWEN, LITTLE & ASSOCIATES, INC., AND IS ILLEGAL AND PUNISHABLE BY LAW. THIS DRAWING HAS BEEN PREPARED FOR THE PURPOSE OF MUNICIPAL AND REGULATORY AGENCY REVIEW AND APPROVAL AND SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS HAVE BEEN INITIALED TO INDICATE "APPROVED FOR CONSTRUCTION."

AutoCAD SHX Text

CHK'D

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

BLOCK 44.102

AutoCAD SHX Text

OCEAN COUNTY

AutoCAD SHX Text

NEW JERSEY

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text 7/14/26

AutoCAD SHX Text

MM

AutoCAD SHX Text

FJL

AutoCAD SHX Text

STAFFORD TOWNSHIP

AutoCAD SHX Text

LOTS 6,7,8,9 & 10

AutoCAD SHX Text C-1

AutoCAD SHX Text

CIVIL DRAWING

AutoCAD SHX Text %%uNOTE:

ALL ITEMS TO BE DEMOED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.

NAUTILUS DRIVE FIREHOUSE PHASE #2

PROPOSED SITE IMPROVEMENTS

AutoCAD SHX Text

TC=107.77

AutoCAD SHX Text

TC=108.16

AutoCAD SHX Text

TC=108.98

AutoCAD SHX Text

TC=107.98

AutoCAD SHX Text

TC=108.55

AutoCAD SHX Text

TC=108.57

AutoCAD SHX Text

TC=107.00

AutoCAD SHX Text

GT=107.55

AutoCAD SHX Text

GT=106.05

AutoCAD SHX Text

TC=105.88

AutoCAD SHX Text

GT=108.67

AutoCAD SHX Text

TC=108.86

AutoCAD SHX Text

GT=108.86

AutoCAD SHX Text

TC=108.70

AutoCAD SHX Text

GT=107.38

AutoCAD SHX Text

GT=107.69

AutoCAD SHX Text

GT=107.43

AutoCAD SHX Text

TC=107.91

AutoCAD SHX Text

GT=107.56

AutoCAD SHX Text

TC=108.02

AutoCAD SHX Text

TC=108.07

AutoCAD SHX Text

TC=107.51

AutoCAD SHX Text

GT=107.08

AutoCAD SHX Text

GT=107.63

AutoCAD SHX Text

GT=108.13

AutoCAD SHX Text

TC=108.65

AutoCAD SHX Text 108.2

AutoCAD SHX Text

GT=107.85

AutoCAD SHX Text

GT=108.67

AutoCAD SHX Text

TC=108.81

AutoCAD SHX Text

TC=106.84

AutoCAD SHX Text 120.00'

AutoCAD SHX Text N 24°37'40" W

AutoCAD SHX Text 225.00'

AutoCAD SHX Text S 65°22'20" W

AutoCAD SHX Text S 24°37'40" E

AutoCAD SHX Text 225.00'

AutoCAD SHX Text N 65°22'20" E

AutoCAD SHX Text 120.00'

AutoCAD SHX Text

NAUTILUS DRIVE (ASPHALT SURFACE - 60' R.O.W.)

AutoCAD SHX Text Block 44.102 Lot 7

AutoCAD SHX Text

BEACH LANE (ASPHALT SURFACE - 50' R.O.W.)

AutoCAD SHX Text Block 44.102 Lot 8

AutoCAD SHX Text Block 44.102 Lot 6

AutoCAD SHX Text Block 44.102 Lot 9

AutoCAD SHX Text Block 44.102 Lot 10

AutoCAD SHX Text Block 44.102 Lot 5

AutoCAD SHX Text Asphalt Driveway

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Garage GF=108.78

AutoCAD SHX Text Firehouse

AutoCAD SHX Text Garage GF=109.14

AutoCAD SHX Text

WM

AutoCAD SHX Text 60.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 20.2'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 20.2'

AutoCAD SHX Text 17.7'

AutoCAD SHX Text 5.3'

AutoCAD SHX Text Asphalt Pavement

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text

GV

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text Shed F.F. 109.37109.37

AutoCAD SHX Text Garage GF=108.75

AutoCAD SHX Text Firehouse

AutoCAD SHX Text Edge Of Pavement

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 2.4'

AutoCAD SHX Text W

AutoCAD SHX Text First Aid

AutoCAD SHX Text 5.3'

AutoCAD SHX Text 26.7'

AutoCAD SHX Text

CO

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text

CO

AutoCAD SHX Text D.c.

AutoCAD SHX Text

EM

AutoCAD SHX Text

GM

AutoCAD SHX Text

WM

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text White Parking Striping

AutoCAD SHX Text D.c.

AutoCAD SHX Text Sign

AutoCAD SHX Text Util. Pole #8028

AutoCAD SHX Text D.c.

AutoCAD SHX Text Util. Pole

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text D.c.

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text Conc.

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text French Drain

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text Well

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text 38.0'

AutoCAD SHX Text 37.3'

AutoCAD SHX Text 7.3'

AutoCAD SHX Text 68.0'

AutoCAD SHX Text 8.70'

AutoCAD SHX Text 24.6'

AutoCAD SHX Text Generator

AutoCAD SHX Text 60.0'

AutoCAD SHX Text Chainlink Fence

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text A/C Unit

AutoCAD SHX Text 6' Chainkink Fence

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Antenna on Conc. Pad

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text Dep. Curb

AutoCAD SHX Text Forest Fire Sign

AutoCAD SHX Text Blue Parking Striping

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text White Stripe

AutoCAD SHX Text 5' Chainlink Fence

AutoCAD SHX Text

DETENTION BASIN

AutoCAD SHX Text Grass

AutoCAD SHX Text Stones

AutoCAD SHX Text White Shoulder Stripe

AutoCAD SHX Text White Stripe

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text 5' Chainlink Fence

AutoCAD SHX Text

TYPE 'E' INLET

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text 6' Vinyl Fence

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Vegetation

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text Metal Sign

AutoCAD SHX Text

F.F. GF=109.05

AutoCAD SHX Text HC Sign

AutoCAD SHX Text Util. Pole

AutoCAD SHX Text 4' Vinyl Fence

AutoCAD SHX Text D.c.

AutoCAD SHX Text Flagpoles

AutoCAD SHX Text Fire Connection

AutoCAD SHX Text

GM

AutoCAD SHX Text Roof Drain (Typ.)

AutoCAD SHX Text Sign W/ Metal post

AutoCAD SHX Text Metal Lightpole

AutoCAD SHX Text Well

AutoCAD SHX Text D.c.

AutoCAD SHX Text D.c.

AutoCAD SHX Text (2)Bollards

AutoCAD SHX Text Wood Post

AutoCAD SHX Text Rood Drain (Typ.)

AutoCAD SHX Text Rood Drain (Typ.)

AutoCAD SHX Text O/H Light (Typ.)

AutoCAD SHX Text D.c.

AutoCAD SHX Text

TREASURE AVENUE (ASPHALT SURFACE - 50' R.O.W.)

AutoCAD SHX Text Conc. Sidewalk Section

AutoCAD SHX Text 40.1'

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 6" Conc. Curb

AutoCAD SHX Text Generator

AutoCAD SHX Text

GM

AutoCAD SHX Text 108.33

AutoCAD SHX Text 108.36

AutoCAD SHX Text

TC 108.93 BC 108.78

AutoCAD SHX Text

TC=108.35

AutoCAD SHX Text 107.88

AutoCAD SHX Text

GAS METER TO BE RELOCATED

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CONC. SIDEWALK SECTION AND PAD TO BE DEMOED

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PROP. ADDITION

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PROP. CONC. SIDEWALK SECTION

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A/C TO BE RELOCATED

AutoCAD SHX Text 60'

AutoCAD SHX Text 34.6'

AutoCAD SHX Text

TC 109.07 BC 108.67

AutoCAD SHX Text

PROP. 5' WIDE CONC. APRON 6" THICK W/ WIRE MESH

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CONC. CURB TO BE DEMOED

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CONC. CURB TO BE DEMOED

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PROP. ADDITION F.F. 109.1109.1

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ROOF OVERHANG

AutoCAD SHX Text 7.00'

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PROP. FLAG POLE

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CONC. PAD/FOOTING TO BE DEMOED 4'X'6'X2' DEEP. BACKFILL DGA

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AutoCAD SHX Text 5'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

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PROP. HANDICAPPED PARKING STRIPING

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PROP. WHITE PARKING STRIPING

AutoCAD SHX Text

MILL 2" AND PAVEMENT 2" HMA 9.5M64 TOP COURSE

AutoCAD SHX Text 18'

AutoCAD SHX Text 24'

AutoCAD SHX Text 9'

AutoCAD SHX Text 8'

AutoCAD SHX Text 22'

AutoCAD SHX Text

MILL 2" AND PAVEMENT 2" HMA 9.5M64 TOP COURSE

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PROP. WHITE STRIPING

AutoCAD SHX Text

MILL 2" AND PAVEMENT 2" HMA 9.5M64 TOP COURSE

AutoCAD SHX Text Asphalt Pavement

AutoCAD SHX Text Asphalt Pavement

AutoCAD SHX Text Asphalt Driveway

AutoCAD SHX Text Frame Shed

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text A/c

AutoCAD SHX Text Stones

AutoCAD SHX Text

YELLOW PARKING STRIPING

AutoCAD SHX Text (2)Bollards

AutoCAD SHX Text Conc. Sidewalk

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WHITE PARKING STRIPING

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BLUE PARKING STRIPING

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WHITE ARROW (TYP.)

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WHITE STRIPING

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SCALE

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DATE

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DRAWN

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CHK'D

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APPROVED FOR CONSTRUCTION

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DRAWING NO.

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FRANK J. LITTLE, JR.

AutoCAD SHX Text PROFESSIONAL ENGINEER N.J. LIC. NO. 24GE02708500 PROFESSIONAL PLANNER N.J. LIC. NO. 03096

AutoCAD SHX Text P.E., P.P.

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LITTLE

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OWEN,

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& ASSOCIATES

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INC.

AutoCAD SHX Text Engineers, Planners, Surveyors

AutoCAD SHX Text 443 Atlantic City Blvd.

AutoCAD SHX Text Beachwood, NJ 08722

AutoCAD SHX Text Tel. (732)244-1090

AutoCAD SHX Text Fax (732)341-3412

AutoCAD SHX Text GIS Specialists

AutoCAD SHX Text Authorization

AutoCAD SHX Text No. 24GA27965700

AutoCAD SHX Text

SURVEY & BILLING NO.

AutoCAD SHX Text COPYRIGHT 2024 OWEN, LITTLE & ASSOCIATES, INC. 2024 OWEN, LITTLE & ASSOCIATES, INC. OWEN, LITTLE & ASSOCIATES, INC. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF OWEN, LITTLE & ASSOCIATES, INC., AND ARE NOT TO BE MODIFIED OR ALTERED FOR THE PROJECT, USED IN WHOLE, OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF OWEN, LITTLE & ASSOCIATES, INC. ANY MODIFICATION, ALTERATION, OR USE OF THIS SIGNED AND SEALED PLAN FOR ANY OTHER PROJECT OR FOR INSTITUTING A FIELD CHANGE DURING CONSTRUCTION VOIDS ANY LIABILITY OF OWEN, LITTLE & ASSOCIATES, INC., AND IS ILLEGAL AND PUNISHABLE BY LAW. THIS DRAWING HAS BEEN PREPARED FOR THE PURPOSE OF MUNICIPAL AND REGULATORY AGENCY REVIEW AND APPROVAL AND SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS HAVE BEEN INITIALED TO INDICATE "APPROVED FOR CONSTRUCTION."

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CHK'D

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DRAWN

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REVISION DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 44.102

AutoCAD SHX Text

OCEAN COUNTY

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NEW JERSEY

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text 7/14/26

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MM

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FJL

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NORTH

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GRAPHIC SCALE

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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STAFFORD TOWNSHIP

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LOTS 6,7,8,9 & 10

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(TYP.)

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text 1.

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INSTALLED EVERY 4 FEET THE FULL WALK WIDTH.

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INSTALLED EVERY 20 FEET. CONTRACTION JOINTS SHALL BE

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EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE

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A PREFORMED, BITUMINOUS EXPANSION JOINT 1/2" THICK, AND

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(6" AT DRIVEWAY)

AutoCAD SHX Text 4"

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6" DGA BASE

AutoCAD SHX Text %%uSECTION A-A

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SEE PLAN

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BITUMINOUS EXPANSION JOINTS

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CONTRACTION JOINTS

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 4'

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AutoCAD SHX Text 4'

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%%USIDEWALK DETAIL

AutoCAD SHX Text N.T.S.

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28 DAYS (CLASS B)

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4,500 PSI AT

AutoCAD SHX Text C-2

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CIVIL DRAWING

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%%UKEY MAP

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NOT TO SCALE

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NORTH

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SITE

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%%U40' HIGH ALUMINUM FLAGPOLE DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text 1.

ALL ITEMS TO BE DEMOED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.

ARCHITECTURE

AND

DESIGN

(732) 701-9444 FAX 701-9919 E-MAIL ARCHITECTS@RASALLC.COM

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FOUNDATION PLAN

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DAVID A. CLARK ARCHITECT 17149

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SUBMISSION

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BY

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DATE

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FINAL DESIGN

AutoCAD SHX Text 9/3/25

AutoCAD SHX Text

STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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NAUTILUS DRIVE, STAFFORD TOWNSHIP, NEW JERSEY

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FOUNDATION PLAN

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ASSOCIATES, LLC

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RONALD A. SEBRING

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

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RIL

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NORTH BAY

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RM 02

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SOUTH BAY

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RM 01

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NEW WEST BAY

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MEETING ROOM

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RM 04

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RM 03

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RM 09

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EXISTING REINFORCED CONCRETE SLAB

AutoCAD SHX Text

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

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NORTH BAY

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RM 02

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SOUTH BAY

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RM 01

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NEW WEST BAY

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RM 04

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RM 03

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RM 08

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EXISTING REINFORCED CONCRETE SLAB

AutoCAD SHX Text B

AutoCAD SHX Text A7

AutoCAD SHX Text D

AutoCAD SHX Text A8

AutoCAD SHX Text A

AutoCAD SHX Text A7

AutoCAD SHX Text C

AutoCAD SHX Text A8

AutoCAD SHX Text E

AutoCAD SHX Text A9

AutoCAD SHX Text NEW 3'-0" x 12" DEEP CAST-IN-PLACE CONCRETE CONTINUOUS STRIP FOOTING REINFORCED WITH (3) No. 5 BARS (CONTINUOUS) BOTTOM WITH CORNER BARS AND No. 5 BARS AT 12" O.C. MAXIMUM TRANSVERSE BOTTOM.

AutoCAD SHX Text NEW 3'-0" x 3'-0" CAST-IN-PLACE CONCRETE PIERS REINFORCED WITH (8) No. 6 DOWELS AND No. 3 TIES. (2) TIES AT 3" O.C. TOP AND BOTTOM AND BALANCED AT 12" O.C.

AutoCAD SHX Text NEW 4'-6" x 4'-6" x 14" DEEP CAST-IN-PLACE CONCRETE FOOTING REINFORCE WITH (5) No. 5 BARS EACH WAY TOP AND BOTTOM.

AutoCAD SHX Text

AutoCAD SHX Text A10

AutoCAD SHX Text

AutoCAD SHX Text A10

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AutoCAD SHX Text A10

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AutoCAD SHX Text A10

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AutoCAD SHX Text A10

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AutoCAD SHX Text A10

AutoCAD SHX Text NEW 3'-0" x 12" DEEP CAST-IN-PLACE CONCRETE CONTINUOUS STRIP FOOTING REINFORCED WITH (3) No. 5 BARS (CONTINUOUS) BOTTOM WITH CORNER BARS AND No. 5 BARS AT 12" O.C. MAXIMUM TRANSVERSE BOTTOM.

AutoCAD SHX Text PROVIDE (2) ADDITIONAL No. 5 VERTICAL BARS WITH DOWELS AT EACH END OF WALL. TYPICAL OF ALL LOCATIONS.

AutoCAD SHX Text NEW 12" CMU FOUNDATION WALL WITH No. 6 DOWELS AT 16" O.C. MAXIMUM WITH No. 5 VERTICAL BARS AT 32" O.C. WITH HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. GROUT ALL CELLS SOLID BELOW GRADE AND AT REINFORCEMENT. LAP VERTICAL BARS 2'-6" TYPICAL.

AutoCAD SHX Text NEW 12" CMU FOUNDATION WALL WITH No. 6 DOWELS AT 16" O.C. MAXIMUM WITH No. 5 VERTICAL BARS AT 32" O.C.WITH HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. GROUT ALL CELLS SOLID BELOW GRADE AND AT REINFORCEMENT. LAP VERTICAL BARS WITH DOWELS FOR 2'-6" TYPICAL.

AutoCAD SHX Text NEW W8x31 COLUMN. SEE SECTION J/A9.2

AutoCAD SHX Text

MP4

AutoCAD SHX Text

MP4

AutoCAD SHX Text

MP4

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MP4

AutoCAD SHX Text NEW 8'-0" x 10'-0 x 18" DEEP CONCRETE FOOTING REINFORCED WITH (10) No. 7 BARS EACH WAY TOP AND BOTTOM. (TYPICAL OF 2 LOCATIONS) PLACE TOP OF NEW FOOTINGS AT TOP OF EXISTING FOOTING

AutoCAD SHX Text

NEW 12" MASONRY PIER UTILIZING EXISTING MASONRY. REFER TO DETAIL 5/A12

AutoCAD SHX Text NEW No. 4 HOOKED DOWELS AT 16" O.C. VERTICALLY. TYPICAL AT ALL NEW WALLS TO EXISTING WALLS. REFER TO FOUNDATION DETAILS, SHEET A10

AutoCAD SHX Text CONTRACTOR TO SAWCUT AND REMOVE EXISTING FOOTING PROJECTION BEYOND FACE OF WALL AT LOCATIONS WHERE CONFLICTING WITH NEW FOOTINGS AND FOUNDATIONS SCHEDULED TO BE INSTALLED. (TYPICAL)

AutoCAD SHX Text

UNDERPIN EXISTING FOOTING TYPICAL. SEE DETAIL ON DRAWING A13.1

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

MP4

AutoCAD SHX Text

MP4

AutoCAD SHX Text

MP5

AutoCAD SHX Text

MP5

AutoCAD SHX Text

EXISTING UNDERPINNING AND FOUNDATION WORK

AutoCAD SHX Text

EXISTING UNDERPINNING AND FOUNDATION WORK

AutoCAD SHX Text

NEW 2'-0" LONG MASONRY PIER (MP2) SEE DETAIL 5/A12

AutoCAD SHX Text NEW CAST-IN-PLACE 4'-0" x 4'-0" x 16" DEEP CONCRETE FOOTING REINFORCED WITH (5) No. 6 BARS EACH WAY BOTTOM. PROVIDE No. 6 DOWELS AT EACH VERTICAL BAR IN WALL.

AutoCAD SHX Text A13

AutoCAD SHX Text

AutoCAD SHX Text

LINE OF EDGE OF MASONRY DOOR OPENING ABOVE

AutoCAD SHX Text NEW 16" x 20" LONG CAST-IN-PLACE CONCRETE COLUMN (TYPICAL OF 4 LOCATIONS) SEE DETAIL 6/A12.

AutoCAD SHX Text NEW 6'-3" x 6'-3" x 2'-2" CONCRETE FOOTING REINFORCED WITH (6) No. 6 BARS EACH WAY TOP AND BOTTOM. TYPICAL OF 4 LOCATIONS. PLACE TOP OF NEW FOOTINGS AT TOP OF EXISTING FOOTING

AutoCAD SHX Text F

AutoCAD SHX Text A9

AutoCAD SHX Text NEW 5" THICK CAST-IN-PLACE CONCRETE SLAB REINFORCED WITH W2.0xW2.0 6x6 WWR SET ON 8 MIL VAPOR RETARDER AND 6" DRAINAGE FILL

AutoCAD SHX Text

LINE OF EDGE OF MASONRY DOOR OPENING ABOVE

AutoCAD SHX Text SAWCUT EXISTING CMU WALL AND EXISTING FOOTING TO FACILITATE INSTALLATION OF NEW CAST-IN-PLACE CONCRETE FOOTINGS AND COLUMNS. TYPICAL

AutoCAD SHX Text NEW 12" x 16" REINFORCED CMU PIER. SEE DETAIL 5/A12

AutoCAD SHX Text NEW 8" THICK CAST-IN-PLACE CONCRETE SLAB REINFORCED WITH No. 5 REINFORCING BAR AT 12" O.C. EACH WAY OVER NEW VAPOR RETARDER OVER NEW 6" NO. 57 STONE FILL

AutoCAD SHX Text NEW 12" x 16" REINFORCED CMU PIER SEE DETAIL 5/A12

AutoCAD SHX Text L

AutoCAD SHX Text A9.3

AutoCAD SHX Text K

AutoCAD SHX Text A9.3

AutoCAD SHX Text A1

AutoCAD SHX Text NEW 12" x 16" REINFORCED CMU PIER. SEE DETAIL 5/A12

AutoCAD SHX Text

LINE OF DOOR OPENING ABOVE

AutoCAD SHX Text INSTALL NEW 9'-4" x 4'-0" x 16" DEEP CONCRETE FOOTING REINFORCED WITH (5) No. 6 BARS LONG WAY TOP AND BOTTOM AND (10) No. 6 BARS SHORT WAY TOP AND BOTTOM. SAWCUT AND REMOVE EXISTING FOOTING. PLACE NEW FOOTING AT 8" BELOW TOP OF SLAB. PROVIDE No. 6 DOWELS INTO FOOTING AT EACH VERTICAL BAR IN MASONRY PIERS. BAR LAPS TO BE 2'-2"

AutoCAD SHX Text

EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO REMAIN

AutoCAD SHX Text

EXISTING EXTERIOR MASONRY WALL CONSTRUCTION TO REMAIN

AutoCAD SHX Text

EXISTING FOOTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text NEW 12" CMU FOUNDATION WALL WITH No. 6 DOWELS AT 16" O.C. MAXIMUM WITH No. 5 VERTICAL BARS AT 32" O.C. WITH HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. GROUT ALL CELLS SOLID BELOW GRADE AND AT REINFORCEMENT. LAP VERTICAL BARS 2'-6" TYPICAL.

AutoCAD SHX Text NEW 7'-0" x 6'-0" x 1'-4" DEEP CONCRETE FOOTING REINFORCED WITH (8) No. 6 BARS SHORT WAY TOP AND BOTTOM AND (6) No. 6 LONG WAY TOP AND BOTTOM. (TYPICAL OF 4 LOCATIONS) PLACE TOP OF NEW FOOTINGS AT TOP OF EXISTING FOOTING

AutoCAD SHX Text NEW 7'-0" x 5'-0" x 16" DEEP CONCRETE FOOTING REINFORCED WITH (8) No. 6 BARS SHORT WAY TOP AND BOTTOM AND (6) No. 6 LONG WAY TOP AND BOTTOM. (TYPICAL OF 4 LOCATIONS) PLACE TOP OF NEW FOOTINGS AT TOP OF EXISTING FOOTING

AutoCAD SHX Text NEW 16" x 20" LONG CAST-IN-PLACE CONCRETE COLUMN (TYPICAL OF 3 LOCATIONS) SEE DETAIL 6/A12.

AutoCAD SHX Text SAWCUT EXISTING CMU WALL AND EXISTING FOOTING TO FACILITATE INSTALLATION OF NEW CAST-IN-PLACE CONCRETE FOOTINGS AND COLUMNS

AutoCAD SHX Text NEW 6'-6" x 6'-6" x 2'-2" CONCRETE FOOTING REINFORCED WITH (7) No. 6 BARS EACH WAY TOP AND BOTTOM. TYPICAL OF 3 LOCATIONS. PLACE TOP OF NEW FOOTINGS AT TOP OF EXISTING FOOTING

AutoCAD SHX Text SAWCUT, REMOVE EXISTING, AND INSTALL NEW REINFORCED CONCRETE SLAB TO FACILITATE INSTALLATION OF NEW CAST-IN PLACE CONCRETE FOOTINGS

AutoCAD SHX Text NEW 3'-4" LONG MASONRY PIER (MP1) UTILIZING EXISTING MASONRY. REFER TO DETAIL 5/A12

AutoCAD SHX Text

NEW 12" MASONRY PIER UTILIZING EXISTING MASONRY. REFER TO DETAIL 5/A12

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STORAGE/WORK ROOM

AutoCAD SHX Text NEW 3'-0" x 12" DEEP CAST-IN-PLACE CONCRETE CONTINUOUS STRIP FOOTING REINFORCED WITH (3) No. 5 BARS (CONTINUOUS) BOTTOM AND No. 5 BARS AT 12" O.C. MAXIMUM TRANSVERSE BOTTOM.

AutoCAD SHX Text SAWCUT, REMOVE EXISTING, AND INSTALL NEW REINFORCED CONCRETE SLAB TO FACILITATE INSTALLATION OF NEW CAST-IN PLACE CONCRETE FOOTINGS

AutoCAD SHX Text COAT EXISTING FOOTING SURFACES, IN CONTACT WITH NEW FOOTINGS, WITH NEW SIKA ARMATEC-110 EPOCEM BONDING AGENT AND CONNECT NEW FOOTING TO EXISTING FOOTING WITH (3) No. 5 DOWELS EMBEDDED 8" AND EPOXY ANCHORED WITH HILITI HIT-RE 500 V3 TOTAL LENGTH OF DOWEL 3'-0". TYPICAL AT ALL NEW WALL FOOTINGS TO EXISTING WALL FOOTINGS

AutoCAD SHX Text

MP1

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MP2

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MP3

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MP3

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MP3

AutoCAD SHX Text G

AutoCAD SHX Text A9.1

AutoCAD SHX Text NEW 12" x 16" REINFORCED CMU PIER. SEE DETAIL 5/A12. TYPICAL AT FOUR LOCATIONS

AutoCAD SHX Text SAW CUT AND REMOVE EXISTING CMU WALL TO BE 8" BELOW TOP OF SLAB. PROVIDE No. 5 DOWELS 5'-0" LONG AT 12" ON CENTER ACROSS DOORWAY. SEE DETAIL 4/A12

AutoCAD SHX Text PROVIDE (2) ADDITIONAL No. 5 VERTICAL BARS WITH DOWELS AT EACH END OF WALL. TYPICAL OF ALL LOCATIONS.

AutoCAD SHX Text

4" STEP-UP

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MP3

AutoCAD SHX Text PROVIDE (2) ADDITIONAL No. 5 VERTICAL BARS WITH DOWELS AT EACH END OF WALL. TYPICAL OF ALL LOCATIONS.

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2" RIGID PERIMETER INSULATION TO 24" INSIDE OF EXTERIOR MASONRY WALL. TYPICAL

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2" RIGID PERIMETER INSULATION TO 24" INSIDE OF EXTERIOR MASONRY WALL. TYPICAL

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AutoCAD SHX Text A12

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AutoCAD SHX Text A12

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SIM.

AutoCAD SHX Text A13

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NEW EXTERIOR INSULATION FINISH SYSTEM (EIFS)

NEW EXTERIOR INSULATION FINISH SYSTEM (EIFS)

ARCHITECTURE

AND

DESIGN

(732) 701-9444 FAX 701-9919 E-MAIL ARCHITECTS@RASALLC.COM

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SPACE RESERVED FOR REFRIGERATOR (N.I.C.)

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FIRST FLOOR PLAN

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DAVID A. CLARK ARCHITECT 17149

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SUBMISSION

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BY

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DATE

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FINAL DESIGN

AutoCAD SHX Text 9/3/25

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STAFFORD VOLUNTEER FIRE COMPANY

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ALTERATIONS AND ADDITIONS

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NAUTILUS DRIVE,…

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