Allen AME Church - P2 Architectural drawings REVISED.pdf

PDF 1 MB Posted Dec 22, 2023

Attached to: Restoration of AME Church, PH2
Solicitation number: 23-13
Issued by: Cape May County, New Jersey

About this file

Written by GovTribe AI · Apr 12, 2025

These architectural drawings are for additions and alterations to the Allen AME Church located at 717 Franklin Street in Cape May, New Jersey, prepared by Robbie Onley Architect, LLC. The project involves comprehensive renovations including modifications to the building's basement and first floor, with detailed plans for structural changes, accessibility improvements, and interior upgrades. The drawings include floor plans, elevations, door and threshold schedules, toilet room layouts, and technical sections showing construction details, wall types, and window specifications.

The architectural plans indicate a total building occupancy of 77 persons in an A3 assembly group classification, with approximately 2,296 square feet of total building area and 61,484.1 cubic feet of space. The renovation appears focused on bringing the historic church facility into compliance with modern building codes, accessibility standards, and potentially preparing for ADA improvements, as suggested by the detailed bathroom and threshold designs. The project seems to align with the City of Cape May's intent to preserve and rehabilitate this key contributing structure in the Historic District, following U.S. Department of Interior standards for historic building restoration.

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Other files

File	Type	Posted
Allen AME Church P2 steeple Drawings 01.22.24.pdf	PDF	Dec 22, 2023
Bid 23-13 Specifications Reconstruction AME Church PH2.pdf	PDF	Dec 22, 2023
Allen AME Church P2 Steeple Drawings 12.20.23.pdf	PDF	Dec 22, 2023
Q&A Document 1.pdf	PDF	Dec 22, 2023
Q&A Document 3.pdf	PDF	Dec 22, 2023
Addendum #4.pdf	PDF	Dec 22, 2023
Allen AME Church P2 Architectural Drawings.pdf	PDF	Dec 22, 2023
Addendum #2.pdf	PDF	Dec 22, 2023
Q&A Document 2.pdf	PDF	Dec 22, 2023

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o b b ie o n le y r c h it e c t, L L

TOTAL SQUARE FOOTAGE

CONSTRUCTION TYPE

TOTAL CUBIC FOOTAGE 61,484.1

V-B

2,296

CODE ANALYSIS <I.B.C. 2021>

BUSINESS

EXIST. 2,246ASSEMBLYA3

USE GROUP

OCCUPANTS

OCCUPANCY LOAD

ASSEMBLY

TOTAL BUILDING OCCUPANCY

A3 77

NJ CAPE MAY

STATE COUNTY

PROPERTY DESCRIPTION

CITY / TOWN

CAPE MAY 1080 31

BLOCK LOT

TITLE SHEET

FLOOR PLAN

ELEVATIONS

SECTIONS & DETAILSA-3

A-1 A-2

SHEET NO.

S C H E D U L E O F D R A W I N G S

DESCRIPTION

ADDITIONS AND ALTERATIONS TO:

ALLEN AME CHURCH

717 FRANKLIN STREET

CAPE MAY, NJ 08204

HVAC FLOOR PLANSM-1

HVAC SCHEDULES & DETAILSM-2

HVAC SCHEDULES & DETAILSM-3

PLUMBING FLOOR PLANSP-1

PLUMBING SCHEDULES & DETAILSP-2

PLUMBING RISER DIAGRAMSP-3

ELECTRICAL FLOOR PLANSE-1

ELECTRICAL LIGHTING PLANSE-2

ELECTRICAL SCHEDULES & DETAILSE-3

REBUILD 50ASSEMBLYA3 SF

AutoCAD SHX Text GENERAL NOTES 1) OWNER SHALL PAVE TO SUIT LOCAL CODES. 2) BUILDER SHALL: (A) CHECK ALL DIM.'S & SETBACKS. (B) CHECK PLANS AGAINST STATE & LOCAL CODES. 3) ALL EXPOSED SURFACES TO BE PAINTED WITH APPROPRIATE MATERIALS AND APPLIED IN ACCORDANCE WITH MFG.'S SPECIFICATIONS. 4) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STANDARD PRACTICE & I. B. C. 5) FOUNDATION DESIGNED FOR 3,000 LB. SOIL. SOIL ENGINEER TO VERIFY BEFORE STARTING CONSTRUCTION. 6) NATURAL VENTILATION TO BE 4% OF FLOOR AREA. 7) NATURAL LIGHT TO BE 8% OF FLOOR AREA. 8) ALL BEDROOM WINDOWS TO BE: MIN. WIDTH DIM. OF 20" MIN. HEIGHT DIM. OF 24" MIN. NET CLEAR OPENING - 5.7 SQ. FT. 9) ALL DOOR AND WINDOW OPENINGS TO HAVE (2) 2X10 HEADERS. OPENINGS IN BEARING WALLS TO HAVE (2) 2X12 HEADERS. 10) ALL LUMBER TO BE FB 1200 P.S.I. 11) DOUBLE JOISTS UNDER ALL PARALLELED PARTITIONS. 12) FOUNDATIONS TO BE ON VIRGIN SOIL. 13) ALL BLOCK TO BE FILLED SOLID BELOW GRADE. 14) ALL REINFORCING STEEL TO BE GRADE (.60). 15) CRAWL SPACE VENTILATION TO BE (1) SQ. FT. PER (150) SQ. FT. OF FLOOR AREA. 16) ALL MATERIALS TO BE I. B. C. CERTIFIED FOR THEIR USE.

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17) SMOKE DETECTORS TO BE WIRED DIRECT AS PER I. B. C. REQUIREMENTS. 18) VENT ATTIC SPACE AS PER I. B. C. REQUIREMENTS. 19) ARCHITECT / ENGINEER NOT RESPONSIBLE FOR INSPECTION. 20) BUILDING OFFICIAL / OWNER SHALL CERTIFY TO ACCURATE: ALL FLOOD CONTROL PROVISIONS WITH ZONING OFFICERS & ALL GOV'T BODIES HAVING JURISDICTION. 21) TREAT SOIL FOR TERMITES, ETC. IN CRAWL SPACE AREA & PERIMETER OF BUILDING. BUILDING LOAD DESIGN 1) LIVE LOAD - 40 P.S.F. ACCORDING TO I. B. C. 2021 2) ROOF LOAD - 20 P.S.F. ACCORDING TO I. B. C. 2021 3) SNOW LOAD - 20 P.S.F. ACCORDING TO I. B. C. 2021 4) WIND LOAD - SEE I. B. C. TABLE 1609.6.2.1(1) - 130 MPH REFERENCE ELECTRICAL & MECHANICAL NOTES 1) ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, THE STATE OF NEW JERSEY AND ALL LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 2) ALL WIRING SHALL BE IN ACCORDANCE WITH THE N.E.C. 3) ALL WIRING SHALL BE CONCEALED AND MIN. WIRE SIZE SHALL BE NO. 12 AWG. 4) ALL BATHROOM RECEPTACLES SHALL BE CIRCUITED SEPARATELY AND CONNECT TO A 20 AMP BREAKER WITH GROUND FAULT INTERRUPTION PROTECTION. ALSO, WHERE (*) APPEARS. 5) ALL CIRCUIT BREAKERS TO HAVE 10,000 A.I.C. MIN. 6) ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE STATE OF NEW JERSEY PLUMBING CODE AND ALL OTHER AUTHORITIES HAVING JURISDICTION.

AutoCAD SHX Text SPEC NOTES WALL TILE SHALL BE 3” X 6” CERAMIC GLAZED WALL TILE. ON TILE BACKER BOARD. TILE COLOR X 6” CERAMIC GLAZED WALL TILE. ON TILE BACKER BOARD. TILE COLOR CERAMIC GLAZED WALL TILE. ON TILE BACKER BOARD. TILE COLOR AND PATTERN SHALL BE AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. UP TO THREE (3) COLORS PER ROOM PER TYPE AND SIZE OF TILE. TILE SHALL BE FLOOR TO CEILING WITH SANITARY BASE. EXTERNAL CORNERS SHALL BE SURFACE BULLNOSE, SIZE SAME AS ADJOINING FLAT TILE. FLOOR TILE SHALL BE FACTORY-MOUNTED UNGLAZED CERAMIC MOSAIC TILE. TILES SHALL BE 1” X X 1” SLIP RESISTANT ON TILE BACKER BOARD. TILE COLOR AND PATTERN SHALL BE AS SELECTED SLIP RESISTANT ON TILE BACKER BOARD. TILE COLOR AND PATTERN SHALL BE AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. UP TO THREE (3) COLORS PER ROOM PER TYPE AND SIZE OF TILE. ALL TILE SHALL BE INSTALLED USING SCHLUTER KERDI-DS SYSTEM INCLUDING WATERPROOF MEMBRANE, PREFORMED CORNERS, ADHESIVES, PIPE SEALS, AND SEALANTS FOR A COMPLETELY BONDED SYSTEM. GROUT SHALL BE EPOXY GROUT COLOR SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. WOOD FLOORING SHALL BE SOLD RED OAK " PREFINISHED HARDWOOD FLOORING 3 ¼” WIDE. 34" PREFINISHED HARDWOOD FLOORING 3 ¼” WIDE. WIDE. INSTALL FLOORING OVER EXISTING PLANK FLOORING. PATCH EXISTING AS REQUIRED TO INSTALL NEW.

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AI-14159 NJ

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PROJECT

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OWNER

AutoCAD SHX Text 596 Glassboro Road

AutoCAD SHX Text Woodbury Heights, New Jersey, 08097

AutoCAD SHX Text (856)-845-7500

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TITLE SHEET

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SHEET TITLE:

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DWG. NO.

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PROJECT NO.

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ISSUE DATE:

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DRAWN: CHKD:

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RJC

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RJC/RP/GS

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REVISIONS

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DESCRIPTION

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DATE

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2023 ROBBIE CONLEY ARCHITECT. LLC

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AutoCAD SHX Text CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE BEFORE PROCEEDING WITH WORK.

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FAX:(856)-853-0528

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PA. LIC. NO. AX004265L

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NCARB CERT. NO. 52314

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N.J. LIC. NO. 21AC00069700

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NOV 16, 2023

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ADDITIONS AND ALTERATIONS TO:

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ALLEN AME CHURCH

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717 FRANKLIN STREET

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CITY OF CAPE MAY

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CAPE MAY, NJ 08204

NOTE:

ALL EXPOSED WOOD TO BE

PRESSURE TREATED SOUTHERN

YELLOW PINE #2 OR BETTER

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A-1

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EQUIPMENT PIT

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BRICK PIERS

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PENNINGTON

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LAVATORY

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VITREOUS CHINA

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PENNINGTON

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LAVATORY

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VITREOUS CHINA

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EXISTING BASEMENT ACCESS

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ELECT. ROOM

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S.S. SHELF & MOP HANGER

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JAMB

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FRAME

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G2 =|" LAMINATED SAFETY GLASS

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DOOR SCHEDULE

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NOTE: ALL EXTERIOR GLAZING SHALL BE INSULATED.

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DOOR

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TYPE

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DOOR

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G1 = | " WIRE GLASS

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GLASS LEGEND:

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DOOR

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NO.

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SIZE

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WIDTH

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HEIGHT

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DOOR

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MAT.

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LEAVES

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# OF

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THK.

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DOOR

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TYPE

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FRAME

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MAT.

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FRAME

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MISC.

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G4 = INSULATED SAFETY GLASS

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G3 = INSULATED GLASS

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THRES-

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HEAD

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HOLD

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HR.

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LABEL

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REMARKS

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SET

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HARDWARE

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SET 3

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SET 1

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SET 2

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PH = PRE HUNG FLUSH SOLID WOOD DOOR

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SEE DOOR AND FRAME SCHEDULE FOR: DOOR MATERIAL,

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CL DOOR KNOB

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CL EXIT DEVICE

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FINISH, GLASS TYPE, UNDERCUTS, FIRE RATING AND HARDWARE

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CL DOOR KNOB

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CL EXIT DEVICE

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HARDWARE LIST

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SET 1

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CLOSER

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EXIT DEVICE

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LOCK SET CLASSROOM FUNCTION

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ALUMINUM THRESHOLD

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FULL PERIMETER WEATHER STRIPPING

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DOOR HOLDER

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SET 2

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DEADBOLT

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DOOR HOLDER

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DOOR STOP

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DOOR STOP

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SET 3

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CLOSER

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MARBLE THRESHOLD

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DOOR HOLDER

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DOOR STOP

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MOP & KICK PLATES

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ALUMINUM PUSH PLATE & PULL HANDLE/PLATE

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LATCHSET

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B/F ALUMINUM THRESHOLD

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B/F MARBLE THRESHOLD

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SCHEDULED

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FLOORING

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SEAMLESS SHEET VINLY

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SEE SCHEDULE

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FINISH FLOOR

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1 \" MIN

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WALL CONSTRUCTION

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TO SUIT PARTITION/

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MARBLE THRESHOLD

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H/C ACCESSIBLE

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LOCATE 1" FROM ENDS &

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NON-CORROSIVE ANCHOR,

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SLOPE 1:2, SET IN BED

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ALUM. THRESHOLD, MAX

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9" O.C. MAX.

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OF MASTIC.

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B/F ALUMINUM THRESHOLD

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SEE SCHEDULE

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FINISH FLOOR

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1" MIN

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LOCATE 1" FROM ENDS &

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NON-CORROSIVE ANCHOR,

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SLOPE 1:2, SET IN BED

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ALUM. THRESHOLD, MAX

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9" O.C. MAX.

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OF MASTIC.

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FINISH FLOOR

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SEE SCHEDULE

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AutoCAD SHX Text PT 6x6 NEWEL POSTS W/ WOOD 54 WOOD TRIM WRAP

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SPACING TO NOT ALLOW A 4" SPHERE TOPASS THROUGH

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AutoCAD SHX Text PT 2x2 BALUSTERS

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AutoCAD SHX Text PT 2x6 TOP RAIL W/ 14" RADIUS ON CORNERS

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ALUMINUM HANDRAIL

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AI-14159 NJ

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PROJECT

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OWNER

AutoCAD SHX Text 596 Glassboro Road

AutoCAD SHX Text Woodbury Heights, New Jersey, 08097

AutoCAD SHX Text (856)-845-7500

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BASEMENT PLAN

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SHEET TITLE:

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DWG. NO.

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PROJECT NO.

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ISSUE DATE:

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DRAWN: CHKD:

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RJC

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RJC/RP/GS

AutoCAD SHX Text 23015

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REVISIONS

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DESCRIPTION

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DATE

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2023 ROBBIE CONLEY ARCHITECT. LLC

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AutoCAD SHX Text CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE BEFORE PROCEEDING WITH WORK.

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FAX:(856)-853-0528

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& FIRST FLOOR PLAN

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PA. LIC. NO. AX004265L

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NCARB CERT. NO. 52314

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N.J. LIC. NO. 21AC00069700

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OCT 27, 2023

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ADDITIONS AND ALTERATIONS TO:

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ALLEN AME CHURCH

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717 FRANKLIN STREET

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CITY OF CAPE MAY

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CAPE MAY, NJ 08204

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BASEMENT PLAN

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SCALE: "=1'-0"316"=1'-0"

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FIRST FLOOR PLAN

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SCALE: "=1'-0"18"=1'-0"

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DOOR TYPES

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SCALE: N.T.S.

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THRESHOLD TYPES

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SCALE: N.T.S.

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RAIL DETAIL

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SCALE: " = 1'-0"34" = 1'-0"

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REVISED SHPO

3/14/24

REMARKS

1-12" DIA. GRAB BAR

MULTI-ROLL TOILET TISSUE DISPENSER

TOILET ACCESSORY SCHEDULE

ACCESSORY

30" X 36" GLASS MIRROR

COMB. PAPER TOWEL DISPENSER-WASTE RECEPTACLE

KEY

SURFACE MOUNT

SEMI -RECESSED

NOTE: COUNTERTOPS IN TOILET ROOMS SHALL BE SOLID SURFACE OR AS SPECIFIED BY OWNER

1-12" DIA. VERT. GRAB BAR

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A-2

A-3

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ROOFING TO MATCH CHURCH ROOFING

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EXISTING CRAWL SPACE ACCESS

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PENNINGTON

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LAVATORY

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VITREOUS CHINA

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PENNINGTON

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LAVATORY

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VITREOUS CHINA

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AI-14159 NJ

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PROJECT

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OWNER

AutoCAD SHX Text 596 Glassboro Road

AutoCAD SHX Text Woodbury Heights, New Jersey, 08097

AutoCAD SHX Text (856)-845-7500

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ELEVATIONS &

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SHEET TITLE:

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DWG. NO.

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PROJECT NO.

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ISSUE DATE:

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DRAWN: CHKD:

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RJC

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RJC/RP/GS

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REVISIONS

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DESCRIPTION

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DATE

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2023 ROBBIE CONLEY ARCHITECT. LLC

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AutoCAD SHX Text CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE BEFORE PROCEEDING WITH WORK.

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FAX:(856)-853-0528

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PA. LIC. NO. AX004265L

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NCARB CERT. NO. 52314

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N.J. LIC. NO. 21AC00069700

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NOV 16, 2023

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ADDITIONS AND ALTERATIONS TO:

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ALLEN AME CHURCH

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717 FRANKLIN STREET

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CITY OF CAPE MAY

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CAPE MAY, NJ 08204

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ELEVATION A

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SCALE: "=1'-0"18"=1'-0"

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ELEVATION B

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SCALE: "=1'-0"18"=1'-0"

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ELEVATION C

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SCALE: "=1'-0"18"=1'-0"

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TOILET ROOM PLAN

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SCALE: "=1'-0"14"=1'-0"

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TOILET ROOM PLAN

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REVISED SHPO

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A-3 A-3

A-3

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IBC 2018-NJ EDITION TABLE 721.1(2)

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PARTITION TO BE CONSTRUCTED AS PER

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5/8" DRY-WALL

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BATT SOUND INSULATION

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SEE SCHEDULE FOR FINSHED FLOOR

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@ 16" O.C. MAXIMUM

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MATERIAL

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ITEM NO. 12-1.2

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EACH SIDE

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PLASTER ON EACH SIDE. LATH ATTACHED BY

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AND 7/8" NEAT WOOD-FIBERED GYPSUM

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6D COMMON NAILS, 7" O.C. NAILS DRIVEN

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1-1/4" AND BENT OVER.

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PRESCRIPTIVE DESIGN:

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IBC 2018-NJ EDITION TABLE 721.1(2)

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ITEM NO. 12-1.2

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PER UL DESIGN NO. U301

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PARTITION TO BE CONSTRUCTED AS

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AI-14159 NJ

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PROJECT

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OWNER

AutoCAD SHX Text 596 Glassboro Road

AutoCAD SHX Text Woodbury Heights, New Jersey, 08097

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SECTIONS &

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SHEET TITLE:

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DWG. NO.

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PROJECT NO.

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ISSUE DATE:

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DRAWN: CHKD:

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RJC

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RJC/RP/GS

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REVISIONS

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DESCRIPTION

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DATE

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2023 ROBBIE CONLEY ARCHITECT. LLC

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AutoCAD SHX Text CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE BEFORE PROCEEDING WITH WORK.

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FAX:(856)-853-0528

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DETAILS

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PA. LIC. NO. AX004265L

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NCARB CERT. NO. 52314

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N.J. LIC. NO. 21AC00069700

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NOV 16, 2023

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ADDITIONS AND ALTERATIONS TO:

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ALLEN AME CHURCH

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717 FRANKLIN STREET

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CITY OF CAPE MAY

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CAPE MAY, NJ 08204

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TYPE A WALL

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SCALE: 1 "=1'-0"12"=1'-0"

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SECTION 1

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SCALE: "=1'-0"14"=1'-0"

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WALL SECTION

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SCALE: "=1'-0"12"=1'-0"

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EXIST. SIDING

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EXIST. SHEATING

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R-32.5 SPRAY INSULATION

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58" DRY-WALL

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SECTION 2

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SCALE: "=1'-0"14"=1'-0"

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58" DRY-WALL

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EXIST. ROOF

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EXIST. TO REMAIN-SUBFLOOR

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EXIST. TIMBER BEAM

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12"X12"PORCELAIN TILES ON TILE BOARD

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DET. A

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SCALE: "=1'-0"12"=1'-0"

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SIMPSON JOIST HANGER

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EXIST. TO REMAIN- SUBFLOOR

AutoCAD SHX Text 3"x " T&G 34" T&G OAK FLOORING

AutoCAD SHX Text CERAMIC TILES ON TILE BACK BOARD FLOOR TO CEILING - 3 COLORS TO COORDINATE W/ ARCHITECT

AutoCAD SHX Text

EXIST. 3"X6"

AutoCAD SHX Text

CLEAN

AutoCAD SHX Text

1X10 OAK BASEBOARD W/ SHOE BASE

AutoCAD SHX Text

WINDOW DET. SECTION

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text

1X4 OAK CASING

AutoCAD SHX Text

OAK SILL

AutoCAD SHX Text

1X4 OAK APRON

AutoCAD SHX Text

OAK EXTENSION JAMB

AutoCAD SHX Text

R-30 INSUL.

AutoCAD SHX Text

R-30 INSUL.

AutoCAD SHX Text 3 A-3

AutoCAD SHX Text

R-60 SPRAY INSULATION

AutoCAD SHX Text

REVISED SHPO

Allen AME Church - phase 1-TS.pdf

Sheets and Views

Allen AME Church - phase 1-A-1.pdf

Sheets and Views

A-1

Allen AME Church - phase 1-A-2.pdf

Sheets and Views

A-2

Allen AME Church - phase 1-A-3.pdf

Sheets and Views

A-3

File details come from the government source that posted it. Updated Apr 12, 2025.