4-251126 Wissahickon FC Window Repl BID SET 025 037.2.pdf

PDF 4 MB Posted Feb 4, 2026

Attached to: Two Year (2027 and 2028) Poly-Aluminum Chloride (PAC)
Solicitation number: Not on record
Issued by: Montgomery County, Allentown City, Pennsylvania

About this file

Written by GovTribe AI · Feb 11, 2026

This is a bid set cover sheet and architectural drawing document for the Borough of Ambler, Pennsylvania, in connection with window replacement work at the Wissahickon Fire Company Station located at 245 Race Street, Ambler, PA 19002. The project involves the replacement and installation of windows at the fire station facility. Sealed bids for this contract (26-01) are being received online through the PennBid Program, with a bid submission deadline of 10:00 A.M. on February 27, 2026. All work must be completed in accordance with the Project Manual and Drawings, which are available at no cost through PennBid at https://pennbid.bonfirehub.com. The project is subject to Pennsylvania's Act 442 prevailing wage requirements and prevailing minimum wage rates issued by the Pennsylvania Department of Labor and Industry. Bidders may not withdraw their bids within sixty days after the bid opening date.

The document includes comprehensive architectural specifications, drawing lists, and general construction notes prepared by Phillips Associates Architects, with support from civil engineer Charles E. Shoemaker, Inc., and structural engineer GTA, Inc. The bid set is designated as CS1 and dated November 26, 2025. The Borough of Ambler reserves the right to reject any or all bids for any cause, to eliminate items from the contract, and to waive any informality in the bidding process. Contractors are required to verify all field dimensions, obtain all necessary permits prior to construction commencement, coordinate inspections with municipal authorities, and comply with applicable building codes including the 2018 International Building Code and 2009 ICC A117.1 accessibility standards.

View the file

Other files

File	Type	Posted
1-AWWTP - 2026-2027 Chemical Bid.pdf	PDF	Oct 29, 2026
3-2026-02.01 WFC Part 1.pdf	PDF	Feb 4, 2026
2-2026-02.01 WFC Part 2.pdf	PDF	Feb 4, 2026
1-2026-02.01 WFC Part 3.pdf	PDF	Feb 4, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

WISSAHICKON FIRE COMPANY

87 East Butler Avenue Ambler, PA 19002 p:215.646.7878 www.pa-arch.com a r c h i t e c t s / i n t e r i o r s / p l a n n e r s phillips associates

Owner:

Abbreviations:

Contact Information: Drawing List:Project Information:

Symbol Key:

Disclaimer:

1. CONTRACTORS MUST CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO

THE ARCHITECT IMMEDIATELY.

2. PLANS, SPECIFICATIONS, REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR TRANSMITTED AS ELECTRONIC MEDIA ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR UNINTENTIONAL, DUE TO, AMONG OTHER CAUSES, TRANSMISSION, CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR OR HUMAN ALTERATION. ALL SUCH DOCUMENTS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END PRODUCT NOR AS A RECORD DOCUMENT. ANY RELIANCE THEREON IS DEEMED

TO BE UNREASONABLE AND UNENFORCEABLE.

3. ALL DRAWINGS, SPECIFICATIONS, AND RELATED DOCUMENTS ARE COPYRIGHT OF THE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS, AND RELATED DOCUMENTS IN PART OR WHOLE IS FORBIDDEN WITHOUT THE

ARCHITECTS WRITTEN PERMISSION.

4. THE EXISTING CONDITIONS INDICATED ON THESE PLANS ARE BASED ON VISUAL OBSERVATIONS ONLY. NO INVASIVE, DESTRUCTIVE OR ELECTRONIC MEANS HAVE BEEN UTILIZED TO DETERMINE CONDITIONS THAT ARE NOT VISIBLE TO THE NAKED EYE OR APPARENT IN THE EXERCISE OF DUE DILIGENCE. ANY THIRD PARTY USING OR RELYING UPON THESE PLANS AND THE INFORMATION INDICATED THEREON, DOES SO AT ITS OWN RISK.

SPEC.

SIM.

STL.

STD.

SQ.

STOR.

STEEL

STANDARD

SQUARE

SPECIFICATION

SIMILAR

STORAGE

THK.

TEL.

T.O.

SUSP.

V.I.F.

VERT.

U.O.N.

TYP.

THICK

TELEPHONE

TOP OF

SUSPENDED

WEST

VERIFY IN FIELD

VERTICAL

UNLESS OTHERWISE NOTED

TYPICAL

G.B.

FT.

GL.

G.A.

H.C.

GLASS

GAUGE

GRAB BAR

FEET

HOLLOW CORE

GENERAL CONTRACTOR

HT.

HVAC

JT.

LT.

MAX.

MECH.

MAXIMUM

LIGHT

MECHANICAL

HEIGHT

AND AIR CONDITIONING

HEATING, VENTILATION,

JOINT

HORIZONTALHORIZ.

WITH

W/O

WD.

WEATHER PROOF

WITHOUT

WOOD

MTL.

MISC

MIN.

N.T.S.

N.I.C.

MISCELLANEOUS

METAL

MINIMUM

NOT TO SCALE

NOT IN CONTRACT

NORTH

PLATE

OPPOSITE

PLASTIC LAMINATE

PLASTER

PAINTED

PLYWOOD

PL.

P. LAM

OPP.

PLAS.

PTD.

PLYWD.

MANUFACTURERMFR.

WATER CLOSET, WALL COVERING

REFRIGERATOR

RADIUS

QUARRY TILE

ROOM

REQUIRED

QT.

REF.

RAD.

RM.

REQ.

SOLID CORE

SOUTH

RAINWATER CONDUCTOR

SCHEDULE

STAINLESS STEEL

RWC

S.C.

SCHED.

S/S

A.F.F.

ADJ.

ABOVE FINISH FLOOR

ADJUSTABLE

POUND OR NUMBER

CENTERLINE

ARCH.

AL.

BLDG.

BM.

BLKG.

BOT.

ARCHITECTURAL

ALUMINUM

BOTTOM

BEAM

BLOCKING

BUILDING

CER.

CAB.

CLG.

CONC.

COL.

CLO.

CLKG.

CONCRETE

COLUMN

CLOSET

CAULKING

CEILING

CERAMIC

CABINET

CPT

DBL.

CONT.

DR.

DN.

DIM.

DIA.

DOOR

DOWN

CERAMIC TILE

CONTINUOUS

CARPET

DIAMETER

DOUBLE

DIMENSION

DWG.

DTL.

EXISTING

DRAWING

DETAIL

EQ.

F.O.

F.S.

F.O.F.

FL.

FIN.

EQUAL

FACE OF

FLOOR

FINISH

FRAME SIZE

FACE OF FINISH

DOWNSPOUTDS.

CENTERCTR.

EQUIP. EQUIPMENT

FIXT. FIXTURES

VINYLVYL.

MILLWORKMLWK.

ON CENTERO.C.

B.O. BOTTOM OF

CONTR. CONTRACTOR

GLAZ. GLAZING

ROUGH OPENINGRO.

COORD. COORDINATE

DL. DAMP LOCATIONS MT. MARBLE THRESHOLD

HANGING ROD & SHELF ABOVER/S

WR WATER RESISTANT

GFI GROUND FAULT PROTECTED

EL.

ELEC. ELECTRICAL

ELEVATION

R eg is tra tio n:

PROJECT ADDRESS: 245 RACE STREET

AMBLER, PA 19002

TOWNSHIP: BOROUGH OF AMBLER

COUNTY: MONTGOMERY

CLIMATE ZONE: ZONE 4A

ZONING: DC - DOWNTOWN COMMERCIAL

BUILDING CODES: IBC 2018

2009 ICC A117.1

IEBC 2018

WFC WINDOW REPLACEMENT

REF: 025 037.2

245 Race Street, Ambler, PA 19002

BID SET CS1

26 NOVEMBER 2025

SST. SIMPSON STRONG TIE

PRESERVATIVE TREATEDP.T.

DW. DISH WASHER

ROOM ELEVATION

TAG

SECTION TAG

ELEVATION TAG

PLAN DETAIL TAG

DOOR NUMBER

WINDOW NUMBER

CEILING HEIGHT

REFERENCE NOTE TAG

REVISION NUMBER

ELEVATION MARKER

WALL TAG

FLOOR ELEVATION

(DEMO, GENERAL NOTES, ETC.)

COLUMN TAG

EXISTING DOOR

NEW DOOR

WISSAHICKON FIRE COMPANY

245 Race Street Ambler, PA 19002 CONTACT: Al Comly

TEL: 215.205.9670

CONTACT: Michael Conte

TEL: 267.718.0870

A21 A21

CH XX'-XX"

112a

+0'-0" x Axx x Axx

AXXX

DESIGNATION SHOWN AS 30x68 REFERS TO 3'-0" x 6'-8" DOOR. (SIZES MAY VARY)

CJ CEILING JOIST

COJ CONTROL JOINT

FJ FLOOR JOIST

CS1 COVER SHEET

ARCHITECTURAL:

A1 DEMOLITION PLANS

A2 DEMOLITION ELEVATIONS

A3 DEMOLITION ELEVATIONS

A4 DEMOLITION SECTIONS

A10 BUILDING PLANS

A11 PROPOSED ELEVATIONS

A12 PROPOSED ELEVATIONS

A13 PROPOSED SECTIONS

A40 WINDOW SCHEDULE

A41 WINDOW DETAILS - STOREFRONT

A42 WINDOW DETAILS - CURTAINWALL

Civil Engineer:

CHARLES E. SHOEMAKER, INC.

110 Keystone Drive Montgomery, PA 18936 CONTACT: Chad Brensinger, P.E.

TEL: 215.887.2165

Architect:

PHILLIPS | ASSOCIATES ARCHITECTS

87 East Butler Avenue Ambler, PA 19002 CONTACT: John Smith

TEL: 215.646.7878

WWW.PA-ARCH.COM

Stuctural Engineer:

GTA, INC. CONSULTING ENGINEERS

P.O. Box 10 Pipersville, PA 18947 CONTACT: Gary Talbot, P.E.

TEL: 215.766.3982

General Notes:

1. PRIOR TO ANY DIGGING, CALL THE PENNSYLVANIA PA 1 CALL SYSTEM AT 811

2. THE ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTOR(S) MEANS AND METHODS OF

CONSTRUCTION.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES BETWEEN ACTUAL CONDITIONS & DRAWINGS &/OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION. WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED.

4. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS INDICATED

ON THESE DRAWINGS.

5. SHOULD LOCAL CODES AND/OR ORDINANCES DIFFER FROM THESE PLANS, A DETERMINATION SHALL BE MADE BY THE GENERAL CONTRACTOR AND/OR LOCAL BUILDING OFFICIAL AS TO WHICH IS THE MOST STRINGENT. THE MOST STRINGENT REQUIREMENTS SHALL RULE. SHOULD A CHANGE IN THESE PLANS BE NECESSARY OR DESIRED WHICH WILL ALTER THE DESIGN OR STRUCTURAL INTEGRITY OF THE STRUCTURE(S), CONSULT WITH A QUALIFIED STRUCTURAL ENGINEER OR ARCHITECT TO VERIFY THAT SUCH A CHANGE WILL NOT BE DETRIMENTAL TO THE STRUCTURAL INTEGRITY OF THE STRUCTURE(S)

PRIOR TO IMPLEMENTING THE CHANGE.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE JOB SITE AND STRUCTURE INCLUDING THE DESIGN, ERECTION AND MAINTENANCE OF ALL SHORING, BRACING AND SAFETY BARRIERS.

7. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT

DETAILS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS.

8. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.

9. CONTRACTOR(S) SHALL BE FULLY RESPONSIBLE FOR ALL MATERIALS DELIVERED TO THE SITE AND

WILL ASSUME OWNERSHIP OF SAME UNTIL THEY HAVE BEEN INSTALLED PROPERLY. FOR ITEMS

SUPPLIED BY THE OWNER, OWNER IS RESPONSIBLE TAKING DELIVERY AND FOR VERIFYING CONDITION

PRIOR TO HANDOFF TO CONTRACTOR.

10. FOR THE DURATION OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL DAMAGES CAUSED BY HIS WORKERS OR SUBCONTRACTORS' WORKERS. THE

CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL BROKEN PARTS, INCLUDING GLASS, AT NO

ADDITIONAL COST TO THE OWNER AND BACK-CHARGE THIS TO THE RESPONSIBLE PARTY OR PARTIES.

ALL OPENINGS DUE TO CONSTRUCTION IN EXTERIOR WALLS AND ROOFS OF THE EXISTING STRUCTURE SHALL BE CAREFULLY PROTECTED WITH TEMPORARY CLOSURES TO PREVENT THE ENTRANCE OF ANY WATER, SNOW, OR ICE INTO INTERIOR SPACES. ANY DAMAGE DUE TO WATER, SNOW, OR ICE SHALL BE

FULLY REPAIRED BY THE CONTRACTOR AT NO COST WHATSOEVER TO THE OWNER.

11. WORKMANSHIP SHALL CONFORM TO THE BEST TRADE PRACTICES. FINISHED SURFACES SHALL BE

PLUMB AND LEVEL, STRAIGHT AND FREE OF IMPERFECTIONS AND SET FIRMLY TO ACCURATE

MEASUREMENTS. FINISHED PRODUCT SHALL BE TOTALLY CLEAN AND FREE OF COVERING MATERIALS, LOOSE OR FOREIGN MATERIALS, ETC.

12. THE CONTRACTOR IS EXPECTED TO KEEP THE ENTIRE PREMISES FREE OF DEBRIS, DISCARDED

MATERIAL, ETC. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS TO CLEAN THE

EXTERIOR OF THE STRUCTURE AND THE SITE REMOVING ALL STAINS, DEBRIS, ETC. RESULTING FROM CONSTRUCTION. THE CONTRACTOR SHALL ALSO CLEAN ALL INTERIOR AREAS OF THE STRUCTURE IN

THE AREAS OF NEW WORK. ALL GLASS, INSIDE AND OUT, SHALL BE COMPLETELY CLEANED

13. ALL PERMITS SHALL BE ACQUIRED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF DEMOLITION

AND CONSTRUCTION. CONTRACTOR IS TO CONFIRM REGISTRATION REQUIREMENTS WITH THE

MUNICIPALITY PRIOR TO CONSTRUCTION

14. CONTRACTOR TO BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS - COORDINATE WITH THE

MUNICIPALITY FOR APPROVED INSPECTORS LISTS

15. CONTRACTOR SHALL INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS, SIZES, AND QUANTITIES. EXISTING CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT THE THE ATTENTION OF

THE OWNER FOR RESOLVING.

16. ALL WORK TO BE PLUMB, LEVEL AND SQUARE. COORDINATE AND ALIGN STRUCTURE, FLOOR

ELEVATIONS WITH EXISTING CONDITIONS WHERE REQUIRED

17. CONTRACTOR TO HAVE BUILDING LOCATION STAKED OUT COMPLIANT TO ALL ZONING REGULATIONS.

18. CONCEALED SURFACES OF DISSIMILAR MATERIALS TO HAVE APPLIED COATING OR BARRIER TO

PREVENT CORROSION EFFECT OF GALVANIC ACTION.

19. P+A DOES NOT GUARANTEE THE PERFORMANCE OF AND HAS NO RESPONSIBILITY FOR THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING

MATERIALS OR PERFORMING ANY WORK ON THIS PROJECT

20. STANDARD COUNTERTOP HEIGHTS TO BE 34" (KITCHENETTE CABINETS, GENERAL WORK BENCHES, ETC.) AND 30" (BATHROOM VANITIES AND DESK TOPS) MEASURED FROM THE FINISHED FLOOR. VERIFY THESE STANDARD HEIGHTS WITH THE OWNER AND CABINET DRAWINGS, (IF APPLICABLE), BEFORE ORDERING CABINETS. GC TO COORDINATE WITH REQUIRED ACCESSIBILITY CODES, OWNER, AND CODE

OFFICIAL ON ALL REQUIRED APPLIANCES & EQUIPMENT TO ASSURE PROPER CLEARANCES.

21. IF DOOR SIZES ARE INDICATED ON PLANS, THESE INDICATE SIZE OF DOOR ONLY, NOT FRAME SIZE. IF

DOORS ARE NUMBERED, REFER TO DOOR SCHEDULE. CONTRACTOR TO VERIFY ALL DOOR SIZES,

ORIENTATION, OPERATION & HARDWARE (INCLUDING LOCKS) WITH OWNER PRIOR TO ORDERING.

22. STAIR REQUIREMENTS: (I.B.C. 2018 SECTION 1011)

MAX. RISER = 7" TREAD = 11" MIN. WIDTH: (1011.2)

- OCC. <50 &/OR SPRINKLERED = 36"

- OTHERWISE = 44"

MAX. RISER VARIATION = 3/8" MIN. HEADROOM CLEARANCE = 6'-8"

MAX. VERTICAL RISE = 12'-0"

MAX. RISER OPENING = SOLID (SEE EXCEPTIONS 1011.5.5.3)

23. HANDRAIL REQUIREMENTS: (I.B.C. 2018 SECTION 1014)

MAX. HEIGHT = 34 IN. MAX. HEIGHT = 38 IN.

MIN. CLEARANCE FROM WALL = 1 1/2" MIN. EDGE RADIUS = 0.01"

MIN. CIRCULAR GRIP SIZE = 1 1/4 IN. MAX. CIRCULAR GRIP SIZE = 2 IN. (SEE 1014.3 FOR

NON-CIRCULAR)

24. GUARDRAIL REQUIREMENTS: (I.B.C. 2018 SECTION 1015)

GUARDS ARE REQUIRED FOR OPEN-SIDED WALKING SURFACES, INCLUDING MEZZANINES,

EQUIPMENT PLATFORMS, AISLES, STAIRS, RAMPS, AND LANDINGS THAT ARE LOCATED

MORE THAN 30 INCHES MEASURED VERTICALLY ABOVE ADJACENT FLOOR OR GRADE AT ANY

POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.

HEIGHT = 42 IN. MAX. OPENING <4 IN. Ø(<4 3/8 IN. Ø FROM A HEIGHT OF 36" TO 42")

25. OBSERVATIONS PERFORMED BY P+A (WHEN ENGAGED FOR CONSTRUCTION OBSERVATIONS) SHALL NOT BE CONSIDERED A SUBSTITUTE FOR THE QUALITY CONTROL PROGRAMS AND PROCEDURES OF ANY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR

PERFORMING ANY WORK ON THIS PROJECT.

26. THE OWNER HAS NOT RETAINED PHILLIPS AND ASSOCIATES ARCHITECTS, LLC (P+A) TO PERFORM CONSTRUCTION OBSERVATION SERVICES. P+A DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL HAVE NO RESPONSIBILITY FOR FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. IF THE CLIENT DESIRES MORE EXTENSIVE PROJECT OBSERVATION THE CLIENT SHALL

REQUEST IN WRITING SUCH SERVICES BE PROVIDED BY P+A AS A SEPARATE AND ADDITIONAL

SERVICES.

Project Image:

Outline Specifications:

GENERAL

THIS IS A GENERAL UNDERSTANDING OF BUILDING MATERIALS AND/OR PROCEDURES TO BE USED IN THIS PROJECT AND ARE NOT FULL SPECIFICATIONS.

ALTERNATE METHODS AND/OR SUBSTITUTE MATERIALS SHOULD ONLY BE USED WITH THE FULL UNDERSTANDING AND APPROVAL OF THE PROJECT OWNER AND

ARCHITECT. DISREGARD REFERENCES TO ITEMS WHICH DO NOT OCCUR IN THIS PROJECT.

ALL WORK WAS DESIGNED TO AND SHALL CONFORM TO THE “2018 INTERNATIONAL BUILDING CODE.”

STRUCTURAL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED, AND

SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

CONSTRUCTION SEQUENCES SHALL ALLOW FOR MATERIAL MOVEMENT DUE TO TEMPERATURE EFFECTS DURING THE CONSTRUCTION PERIOD PRIOR TO THE BUILDING BEING ENCLOSED AND THE ENVIRONMENT CONTROLLED. ANY FROST HEAVING OF FOUNDATIONS OR SLAB ON GRADE, CRACKING, ADJUSTMENTS, ETC. DUE TO THERMAL EFFECTS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

METALS

METAL CONNECTORS & FASTENERS SUCH AS NAILS, BOLTS, JOIST HANGERS, ETC. SHALL BE HOT DIPPED HEAVY GALVANIZED. ALL METAL EXPOSED TO WEATHER OR IN CONCEALED SPACES SHALL BE NON-FERROUS OR HEAVY GALVANIZED U.N.O. ALL METAL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED WITH MINIMUM G185 COATING AND SHALL MEET OR EXCEED THE CORROSION PROTECTION OF SIMPSON

STRONG-TIE CO. ZMAX COATING, OR SHALL BE TYPE 304 OR 316 STAINLESS STEEL.

MATERIALS:

A) STRUCTURAL STEEL BEAMS SHALL CONFORM TO ASTM A992, GRADE 50. Fy = 50 KSI B) RECTANGULAR AND SQUARE TUBES SHALL BE ASTM A500, GRADE B, Fy = 46 KSI C) PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, Fy = 36 KSI D) ROUND PIPE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B, Fy = 42 KSI E) STANDARD PIPES, STD, ASTM A53, GRACE B, Fy = 35 KSI

F) BOLTS AND WASHERS SHALL CONFORM TO ASTM A325

G) ANCHOR BOLTS SHALL BE GALVANIZED STEEL AND CONFORM TO ASTM A36, ASTM A307 OR ASTM F1554, GRADE 55

PROVIDE A MINIMUM OF (2)ROWS OF 3/4" DIA. BOLTS @2'-0" O.C. STAGGERED MAXIMUM TO CONNECT ALL PACKED OUT WOOD BLOCKING TO STEEL WEBS.

PROVIDE A MINIMUM OF (2)ROWS OF 5/8" DIA. BOLTS @2'-8" O.C. STAGGERED MAXIMUM TO CONNECT WOOD PLATE TO TOP OF STEEL FLANGE.

SHOP PAINTING: ALL STEEL WORK SHALL BE CLEANED & SHOP COATED W/ ONE COAT OF RUST INHIBITIVE PAINT. ALL FIELD WELDS SHALL BE GROUND SMOOTH & PRIMED W/ A RUST INHIBITIVE COAT OR HOT DIP GALVANIZED IN EXTERIOR WALLS ACCORDING TO ASTM A123.

WELDING: SHALL BE (E70XX) IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) PUBLICATION D1.1 STRUCTURAL WELDING CODE USING THE METHODS & ELECTRODES AS RECOMMENDED BY THE MANUFACTURER OF THE BASE METAL ALLOYS BEING USED

STRUCTURAL STEEL: VERIFY ALL FIELD DIMENSIONS PRIOR TO ORDER. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION LATEST EDITION. PROVIDE DOUBLE NUTS FOR ALL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT AND LEVELING. INSTALL 1" MIN NON-SHRINK GROUT UNDER BASE PLATE AFTER ERECTION. ALL ANCHOR BOLT LENGTHS ARE EMBEDMENT LENGTHS. ALL COLUMN TO BEAM AND BEAM TO BEAM CONNECTIONS TO BE MADE WITH ASTM A-325 HIGH STRENGTH BOLTS. OTHER CONNECTIONS MAY BE MADE WITH STANDARD MACHINE BOLTS. ALL BEAM

POCKETS TO HAVE 1/2" AIRSPACE ALL SIDES AND USE METAL LEVELING PLATES

STRUCTURAL STEEL CONNECTIONS: CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE STEEL FABRICATOR. ALL CONNECTIONS SHALL BE "FRAMED BEAM CONNECTIONS" DESIGNED IN ACCORDANCE WITH AISC, ASD, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS."

SHOP AND FIELD CONNECTIONS FOR STRUCTURAL STEEL SHALL BE WELDED (E70XX) OR BOLTED (ASTM A325 OR ASTM 490). CONNECTION BETWEEN WIDE FLANGE BEAMS SHALL BE MADE WITH DOUBLE CLIP ANGLES, L3-1/2" x L3" X 5/16" MINIMUM.

COLD FORMED (LOAD BEARING) METAL FRAMING: ALL COLD FORMED METAL FRAMING (CFMF) STRUCTURAL MEMBERS SHALL BE DESIGNED, MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE LATEST AMERICAN IRON AND STEEL INSTITUTE (AISC) SPECIFICATIONS. ALL MEMBERS SHALL BE FORMED FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MILS AND SMALLER AND 50 KSI FOR 54 MILS AND LARGER FOR STUDS/JOISTS AND 33 KSI FOR RUNNERS, ZINC COATED MEETING ASTM A924. ALL MULTIPLE STUD POSTS SHALL BE WELDED, (OFF-SITE) TOGETHER AT 4'-0" MAX. O.C. OR SELF-DRILLING, SELF-TAPPING SCREWS AT 4'-0” MAX. O.C. MAKE CONNECTIONS WITH SELF-DRILLING, SELF-TAPPING SCREWS SO THAT THE CONNECTIONS MEET OR EXCEED DESIGN LOADS. PROVIDE TEMPORARY BRACING FOR ALL GAGE METAL

STUD WORK WHICH IS TO REMAIN IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED.

ROUGH CARPENTRY

ALL EXTERIOR LUMBER TO BE PRESERVATIVE TREATED. PRESERVATIVE TREATED WOOD SHALL BE LIMITED TO ACQ-C WITH MAXIMUM RETENTION LEVELS IN THE WOOD OF 0.40 PCF. WOOD SHALL NOT CONTAIN AMMONIA. ALL FASTENERS SHALL BE STAINLESS STEEL.

CONCEALED SPACES WITHIN WALL PARTITIONS, FLOOR OR DUCT OPENINGS IN SUCH CONSTRUCTION SHALL BE FIRESTOPPED. CONCEALED VERTICAL SPACES IN WALLS AND PARTITIONS SHALL BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE UPPERMOST STORY SO THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY, OR COMMUNICATE WITH CONCEALED HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION.

ALL MEMBERS SHALL BE CLOSELY FITTED, ACCURATELY SET TO REQUIRED LINES & LEVELS & RIGIDLY SECURED IN PLACE WITH PROPER BEARING AND CORRECT SIZE AND TYPE OF FASTENING. NAILING SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA STATE BUILDING CODE.

BLOCKING: SHALL BE PROVIDED AS NECESSARY FOR APPLICATION OF SHEATHING, WALLBOARD AND OTHER MATERIALS OF BUILDING ITEMS, INSTALLATION OF

WALL / CEILING MOUNTED FIXTURES AND EQUIPMENT.

PROVIDE CLEARANCES BETWEEN FRAMING AND OTHER CONSTRUCTION THAT MAY BE SUBJECT TO DIFFERENTIAL MOVEMENT, NOISE TRANSFER & FIRE HAZARD.

ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY IN ANY FORM SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, AS

APPLICABLE. BRUSH COAT ALL CUT ENDS WITH SAME TREATMENT.

FIRESTOPPING SHALL BE CONSTRUCTED TO CLOSE ALL CONCEALED DRAFT OPENINGS AND TO FORM EFFECTUAL FIRE BARRIERS AGAINST THE SPREAD OF FIRES BETWEEN STORIES OF EACH AND EVERY BUILDING AND IN ALL OPEN STRUCTURAL SPACES THEREIN.

DOORS & WINDOWS

WINDOWS AND EXTERIOR DOOR ASSEMBLIES SHALL RECEIVE BOTH HEAD FLASHING & SILL FLASHING AND/OR SILL PANS. CONTRACTOR SHALL USE FLASHING MATERIALS THAT ARE COMPATIBLE WITH ADJACENT BUILDING MATERIALS. NOTE: APPLYING BUYTLE TAPE(S) AROUND THE PERIMETER OF DOOR AND WINDOW ASSEMBLIES DOES NOT QUALIFY AS INSTALLING FLASHING(S). CONTRACTOR SHALL INSURE THAT WHEN INSTALLING FLASHING THAT ADJACENT MATERIALS ARE PROPERLY LAPPED WITH INSTALLED FLASHING MEMBERS. DOORS SHALL BE FURNISHED PRE-HUNG IN A FRAME OF WIDTH TO SUIT WALL THICKNESS.

EXTERIOR DOORS: PRE-HUNG IN EXTERIOR FRAME, REFER TO PLANS OR SCHEDULE FOR SIZES AND TYPES.

WINDOWS: INSULATED GLAZING & COLOR BY OWNER. REFER TO PLANS OR SCHEDULE FOR SIZES &/ OR TYPES & / OR MODEL NUMBERS. (MANUFACTURERS MUST BE APPROVED BY OWNER & ARCHITECT, ROUGH OPENINGS OF WINDOWS MUST BE VERIFIED BY CONTRACTOR PRIOR TO PURCHASING)

GLAZING: ALL WINDOWS AND DOORS W/ GLASS SHALL HAVE INSULATED GLASS WITH LOW-E, UNO. ALL DOORS AND WINDOWS MUST COMPLY TO IECC 2018 [TABLE C402.4 AND CAD2.4] FOR INSULATION VALUES. ALL GLAZING BELOW 18" AFF AND ALL GLAZING WITHIN THE ARC OF THE DOOR SWING IS TO BE TEMPERED.

ALL DOORS WITH GLAZING TO BE TEMPERED GLASS.

U FACTOR REQUIREMENTS (FOR CLIMATE ZONE 4):

- FIXED FENESTRATION: 0.38

- OPERABLE FENESTRATION: 0.45

- ENTRANCE DOORS: 0.77

FINISH CARPENTRY

BASEBOARD & CASING: S 4S CLEAR WHITE PINE CONFIRM SIZE, SHAPE & FINISH WITH OWNER.

TRIM: S 4S KILN DRIED, SELECT GRADE WOOD. CONFIRM SIZE, SHAPE & FINISH WITH OWNER

THERMAL AND MOISTURE PROTECTION

INSULATION: (IECC 2018 SECTION C402) SEE SECTIONS FOR R-VALUES. VERIFY VALUES WITH LOCAL CODE OFFICIALS FOAMED-IN-PLACE INSULATION: PROVIDE AIRTIGHT CLOSED-CELL SPRAY FOAM INSULATION WHERE INDICATED. FOLLOW ALL MANUF'S RECOMMENDATION FOR APPLICATION. CERTAIN APPLICATIONS REQUIRE THERMAL / IGNITION BARRIER. FOAM INSULATION REQUIRES A THERMAL / IGNITION BARRIER WHEN EXPOSED TO THE 'INTERIOR OF THE BUILDING'. PROVIDE APPROPRIATE BARRIER OR CONFIRM WITH SPECIFIC PRODUCT ON INCLUSION OF AN INTEGRATED THERMAL /

IGNITION BARRIER.

SEALANTS:

EXTERIOR VERTICAL: COLOR TO MATCH ADJACENT SURFACES. ONE-PART NON-ACID CURING SILICONE SEALANT: FOR USE BETWEEN CONCRETE, MASONRY, METAL, WOOD & IN EXTERIOR OVERHEAD JOINTS (BASIS OF DESIGN: TREMCO SPECTREM 1) EXTERIOR HORIZONTAL: COLOR TO MATCH ADJACENT SURFACES. COORD. ONE-PART POURABLE URETHANE SEALANT: FOR USE BETWEEN CONCRETE, MASONRY & METAL (BASIS OF DESIGN: TREMCO VULKEM 45 SSL)

INTERIOR: ACRYLIC LATEX SEALANT: FOR USE BETWEEN JOINTS OF FIELD PAINTED METAL, GYPSUM, PLASTER, CONCRETE & MASONRY

[BASIS OF DESIGN: TREMCO TREMFLEX 834]

FIRE STOPPING: FOAMED IN PLACE SEALANT: FOR USE IN FIRE-RATED ASSEMBLIES INVOLVING MULTIPLE PIPE & CONDUIT PENETRATIONS

[BASIS OF DESIGN: DAP FIREBLOCK FOAM POLYURETHANE]

ONE-PART FIRE STOP SEALANT: FOR USE IN FIRE-RATED ASSEMBLIES INVOLVING SINGLE PIPE & CONDUIT PENETRATIONS & NARROW JOINTS

[BASIS OF DESIGN: TREMCO TREMSTOP FYRE-SIL]

WEATHERSTRIPPING: ALL EXTERIOR DOORS & MECHANICAL ROOM DOORS SHALL RECEIVE WEATHER STRIPPING

FINISHES

VERIFY ALL COLORS & FINISHES OF ALL FINISH ITEMS: FLOOR COVERINGS, PAINT, FIXTURES, PLATES & SIDING W/ OWNER GYPSUM WALLBOARD (GWB): UNITED STATES GYPSUM (USG) OR APPROVED EQUAL. 1/2" GYPSUM WALLBOARD AT ALL INTERIOR SURFACES UNLESS NOTED OTHERWISE / USE MOLD RESISTANT TYPE AT SHOWERS, TUBS, SINKS, AND ANY OTHER WET LOCATIONS. TAPE ALL JOINTS AND FINISH SMOOTH (LEVEL 4 FINISH).

NOTE: WHERE TILE IS TO BE INSTALLED AT TUBS AND SHOWERS, INSTALL FIBERGLASS MAT WATER RESISTANT GYPSUM BACKING PANEL (GEORGIA

PACIFIC-DENSGUARD TILE BACKER OR EQUAL)

PAINT: SURFACES TO BE PAINTED OR STAINED SHOULD BE PROPERLY CLEANED AND PREPARED TO RECEIVE FINISH. ALL EXTERIOR PAINT AND STAINS SHOULD BE ALLOWED 48 HOURS TO DRY BETWEEN COATS; INTERIOR FINISHED SHOULD BE ALLOWED 24 HOURS BETWEEN COATS TO DRY (BASIS OF DESIGN:

FINNERAN & HALEY)

EXTERIOR: WOOD: (1) COAT ACRYLIC PRIMER, PORTER OR APPROVED EQUAL PLUS (2) COATS ACRYLIC LATEX SEMI-GLOSS

METAL: (1) COAT CEMENT OIL PRIMER (RUST INHIBITIVE) PLUS (2) COATS ALKYD ENAMEL, EGGSHELL

MASONRY: (1) COAT ACRYLIC BONDING PRIMER PLUS (2) COATS ACRYLIC LATEX FLAT SHEEN

INTERIOR: GWB: (1) COAT ACRYLIC PRIMER PLUS (2) COATS FLAT LATEX WALL PAINT

METAL: (1) COAT OIL BASED PRIMER OR WHITE LACQUER UNDERCOATER PLUS (2) COATS ENAMEL SEMI-GLOSS

WOOD: (1) COAT ACRYLIC PRIMER PLUS (2) COATS ALKYD ENAMEL, EGGSHELL

MENS

BATHROOM

WOMENS

BATHROOM

KITCHENLAUNDRY

RADIO

ROOM

HALL

HOSE

TOWER

CHIEF'S

OFFICE

MEETING

ROOM

COMPRESSOR

ROOM

APPARATUS

BAY

STORAGE

D N

U P

D N

WINDOW

ABV

A30

COLUMN TO

REMAIN

COLUMN TO

REMAIN

03 02

03 03 03

WINDOW

ABV

KITCHENETTE

CLUB

ROOM

STORAGE STORAGESTORAGE

U P

STORAGE

U P

COLUMN TO

REMAIN

HOSE

TOWER

HOSE

TOWER

HOSE

TOWER

DEMOLITION GENERAL NOTES

DEMOLITION LEGEND

ITEMS TO BE DEMOLISHED

DEMOLITION KEY NOTES

PROJECT

NORTH

EXISTING TO REMAIN

1. DO NOT SCALE DRAWINGS.

2. ENSURE AREA OF DEMOLITION IS ENTIRELY ON THE SUBJECT

PROPERTY. MAINTAIN ALLEYS & EASEMENTS SHARED BY

NEIGHBORING PROPERTIES.

3. PROTECT ADJACENT PROPERTIES FROM DAMAGE & DEMOLITION

DEBRIS; PROTECT PEDESTRIANS, VEHICLES, AND THE PUBLIC

RIGHT OF WAY FROM DAMAGE & DEMOLITION DEBRIS.

4. ENSURE ALL GAS, WATER, ELECTRIC AND ALL UTILITIES

SUPPLYING THE SITE HAVE BEEN PROPERLY DISCONNECTED OR

SHUT OFF PRIOR TO COMMENCEMENT DEMOLITION.

5. CUTTING AND REMOVAL INDICATED ON THE DRAWINGS ARE

GENERAL INDICATIONS ONLY AND MAY NOT SHOW FULL EXTENT

OF THE WORK TO BE REMOVED. FIELD VERIFY THE COMPLETE

EXTENT OF DEMOLITION WORK INVOLVED.

6. BEFORE BEGINNING ANY CUTTING OR DEMOLITION WORK,

CONTRACTOR SHALL CAREFULLY SURVEY CONDITIONS AND

DETERMINE THE EXTENT OF THE WORK TO BE DONE.

7. COORDINATE WITH ARCHITECT & STRUCTURAL ENGINEER PRIOR

TO REMOVING ANY EXISTING STRUCTURAL MEMBERS.

8. PROVIDE AND MAINTAIN BRACING AND SHORING TO PROTECT

THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO

REMAIN.

9. PRIOR TO DEMOLITION, COORDINATE WITH OWNER ON ALL ITEMS

TO BE REMOVED AND STORED FOR LATER USE.

10.REMOVALS SHALL BE PERFORMED WITHOUT DAMAGE TO

ADJACENT RETAINED WORK, HOWEVER WHERE SUCH WORK IS

DAMAGED, THE CONTRACTOR SHALL PATCH, REPAIR OR

OTHERWISE RESTORE DAMAGED ITEMS TO THEIR ORIGINAL

CONDITION, TO THE SATISFACTION OF THE OWNER, AT NO

ADDITIONAL COST TO THE OWNER.

11.REMOVE DOORS, WINDOWS, AND EQUIPMENT AS INDICATED ON

FLOOR PLANS. REMOVE ALL DEBRIS FROM BUILDING AND LEAVE

CLEAN.

12.WIRING, SWITCHES AND OUTLETS SHALL BE REMOVED AS

NECESSARY TO COMPLETE WORK INDICATED. WHERE WIRING IS

TO BE REMOVED, IT SHALL BE REMOVED BACK TO THE THE

NEAREST OUTLET OR JUNCTION BOX TO REMAIN IN SERVICE.

13.WHERE EXISTING ELECTRICAL WORK IS AFFECTED BY

DEMOLITION OR NEW CONSTRUCTION, RELOCATE AS

REQUIRED. COORDINATE WITH NEW ELECTRICAL WORK.

14.WHERE MECHANICAL AND ELECTRICAL EQUIPMENT HAS BEEN

REMOVED, REMOVE EXISTING HANGERS FOR EACH EQUIPMENT.

15. VERIFY WITH OWNER ON EXTENT OF FLOOR FINISH REMOVAL

AND/OR REFINISHING.

16.REMOVE CEILING FINISHES AS REQUIRED IN AREAS OF WORK.

PATCH AS REQUIRED UPON COMPLETION.

+0'-0" INDICATES HEIGHT OF

EXISTING SURFACE

EXISTING RADIATOR, COVER & ALL ASSOCIATED

MOUNTING HARDWARE & PLUMBING TO BE REMOVED.

USE CAUTION TO PRESERVE ADJACENT FINISHES &

TRIM.

REMOVE EXISTING WINDOW SHADES AND STORE FOR

RE-INSTALLTION ON NEW WORK.

REMOVE EXISTING WINDOW, FRAME, SILL AND DOOR

(WHERE PRESENT). INCLUDING, BUT NOT LIMITED TO,

SHIMS, SEALANT AND BLOCKING BACK TO ROUGH

OPENING FOR NEW WINDOW SYSTEM.

REMOVE CANOPY STRUCTURE INCLUDING INTERNAL

SUPPORT BEAMS.

REMOVE WINDOW ABOVE EXIT DOOR. CONSULT WITH

ARCHITECT IF DEMO NEEDS TO INCLUDE REMOVAL OF

GABLE ROOF OVER DOOR.

REMOVE EXTERIOR LIGHT FIXTURE AND VIDEO CAMERA

ALL MOUNTING HARDWARE & SAVE FOR

RE-INSTALLATION ON NEW WORK.

O O

R P

SCALE:1 GROUND FLOOR DEMO PLAN

1/8" = 1'-0"

E as t

Bu tle r A ve nu e

A m bl er

.7 w w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:2 FIRST FLOOR DEMO PLAN

1/8" = 1'-0"

SCALE:3 TOWER DEMO PLANS

1/8" = 1'-0"

LOW

MID

TOP

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text Plans, specifications, reports, documents, or other information recorded on or transmitted as electronic media are subject to undetectable alteration, either intentional or unintentional, due to, among other causes, transmission, conversion, media degradation, software error or human alteration. all such documents are provided for informational purposes only and not as an end product nor as a record document. any reliance thereon is deemed to be unreasonable and unenforceable. All drawings, specifications, and related documents are copyright of the architect and must be returned upon request. reproduction of drawings, specifications, and related documents in part or whole is forbidden without the architects written permission. Do not scale drawings

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

APARATUS BAY

+9'-4"

(EX)(EX) (EX) (EX)

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

030303

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

(EX)

(EX)(EX)

APARATUS BAY

+9'-4"

03 03 03

DEMOLITION GENERAL NOTES

DEMOLITION LEGEND

ITEMS TO BE DEMOLISHED

DEMOLITION KEY NOTES

1. DO NOT SCALE DRAWINGS.

2. ENSURE AREA OF DEMOLITION IS ENTIRELY ON THE SUBJECT

PROPERTY. MAINTAIN ALLEYS & EASEMENTS SHARED BY

NEIGHBORING PROPERTIES.

3. PROTECT ADJACENT PROPERTIES FROM DAMAGE & DEMOLITION

DEBRIS; PROTECT PEDESTRIANS, VEHICLES, AND THE PUBLIC

RIGHT OF WAY FROM DAMAGE & DEMOLITION DEBRIS.

4. ENSURE ALL GAS, WATER, ELECTRIC AND ALL UTILITIES

SUPPLYING THE SITE HAVE BEEN PROPERLY DISCONNECTED OR

SHUT OFF PRIOR TO COMMENCEMENT DEMOLITION.

5. CUTTING AND REMOVAL INDICATED ON THE DRAWINGS ARE

GENERAL INDICATIONS ONLY AND MAY NOT SHOW FULL EXTENT

OF THE WORK TO BE REMOVED. FIELD VERIFY THE COMPLETE

EXTENT OF DEMOLITION WORK INVOLVED.

6. BEFORE BEGINNING ANY CUTTING OR DEMOLITION WORK,

CONTRACTOR SHALL CAREFULLY SURVEY CONDITIONS AND

DETERMINE THE EXTENT OF THE WORK TO BE DONE.

7. COORDINATE WITH ARCHITECT & STRUCTURAL ENGINEER PRIOR

TO REMOVING ANY EXISTING STRUCTURAL MEMBERS.

8. PROVIDE AND MAINTAIN BRACING AND SHORING TO PROTECT

THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO

REMAIN.

9. PRIOR TO DEMOLITION, COORDINATE WITH OWNER ON ALL ITEMS

TO BE REMOVED AND STORED FOR LATER USE.

10.REMOVALS SHALL BE PERFORMED WITHOUT DAMAGE TO

ADJACENT RETAINED WORK, HOWEVER WHERE SUCH WORK IS

DAMAGED, THE CONTRACTOR SHALL PATCH, REPAIR OR

OTHERWISE RESTORE DAMAGED ITEMS TO THEIR ORIGINAL

CONDITION, TO THE SATISFACTION OF THE OWNER, AT NO

ADDITIONAL COST TO THE OWNER.

11.REMOVE DOORS, WINDOWS, AND EQUIPMENT AS INDICATED ON

FLOOR PLANS. REMOVE ALL DEBRIS FROM BUILDING AND LEAVE

CLEAN.

12.WIRING, SWITCHES AND OUTLETS SHALL BE REMOVED AS

NECESSARY TO COMPLETE WORK INDICATED. WHERE WIRING IS

TO BE REMOVED, IT SHALL BE REMOVED BACK TO THE THE

NEAREST OUTLET OR JUNCTION BOX TO REMAIN IN SERVICE.

13.WHERE EXISTING ELECTRICAL WORK IS AFFECTED BY

DEMOLITION OR NEW CONSTRUCTION, RELOCATE AS

REQUIRED. COORDINATE WITH NEW ELECTRICAL WORK.

14.WHERE MECHANICAL AND ELECTRICAL EQUIPMENT HAS BEEN

REMOVED, REMOVE EXISTING HANGERS FOR EACH EQUIPMENT.

15. VERIFY WITH OWNER ON EXTENT OF FLOOR FINISH REMOVAL

AND/OR REFINISHING.

16.REMOVE CEILING FINISHES AS REQUIRED IN AREAS OF WORK.

PATCH AS REQUIRED UPON COMPLETION.

EXISTING RADIATOR, COVER & ALL ASSOCIATED

MOUNTING HARDWARE & PLUMBING TO BE REMOVED.

USE CAUTION TO PRESERVE ADJACENT FINISHES &

TRIM.

REMOVE EXISTING WINDOW SHADES AND STORE FOR

RE-INSTALLTION ON NEW WORK.

REMOVE EXISTING WINDOW, FRAME, SILL AND DOOR

(WHERE PRESENT). INCLUDING, BUT NOT LIMITED TO,

SHIMS, SEALANT AND BLOCKING BACK TO ROUGH

OPENING FOR NEW WINDOW SYSTEM.

REMOVE CANOPY STRUCTURE INCLUDING INTERNAL

SUPPORT BEAMS.

REMOVE WINDOW ABOVE EXIT DOOR. CONSULT WITH

ARCHITECT IF DEMO NEEDS TO INCLUDE REMOVAL OF

GABLE ROOF OVER DOOR.

REMOVE EXTERIOR LIGHT FIXTURE AND VIDEO CAMERA

ALL MOUNTING HARDWARE & SAVE FOR

RE-INSTALLATION ON NEW WORK.

N E

O N

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:1 SOUTH ELEVATION - DEMO

1/8" = 1'-0"

SCALE:2 NORTH ELEVATION - DEMO

1/8" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

APARATUS BAY

+9'-4"

(EX)

05030303

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

(EX)

03 03

APARATUS BAY

+9'-4"

DEMOLITION GENERAL NOTES

DEMOLITION LEGEND

ITEMS TO BE DEMOLISHED

DEMOLITION KEY NOTES

1. DO NOT SCALE DRAWINGS.

2. ENSURE AREA OF DEMOLITION IS ENTIRELY ON THE SUBJECT

PROPERTY. MAINTAIN ALLEYS & EASEMENTS SHARED BY

NEIGHBORING PROPERTIES.

3. PROTECT ADJACENT PROPERTIES FROM DAMAGE & DEMOLITION

DEBRIS; PROTECT PEDESTRIANS, VEHICLES, AND THE PUBLIC

RIGHT OF WAY FROM DAMAGE & DEMOLITION DEBRIS.

4. ENSURE ALL GAS, WATER, ELECTRIC AND ALL UTILITIES

SUPPLYING THE SITE HAVE BEEN PROPERLY DISCONNECTED OR

SHUT OFF PRIOR TO COMMENCEMENT DEMOLITION.

5. CUTTING AND REMOVAL INDICATED ON THE DRAWINGS ARE

GENERAL INDICATIONS ONLY AND MAY NOT SHOW FULL EXTENT

OF THE WORK TO BE REMOVED. FIELD VERIFY THE COMPLETE

EXTENT OF DEMOLITION WORK INVOLVED.

6. BEFORE BEGINNING ANY CUTTING OR DEMOLITION WORK,

CONTRACTOR SHALL CAREFULLY SURVEY CONDITIONS AND

DETERMINE THE EXTENT OF THE WORK TO BE DONE.

7. COORDINATE WITH ARCHITECT & STRUCTURAL ENGINEER PRIOR

TO REMOVING ANY EXISTING STRUCTURAL MEMBERS.

8. PROVIDE AND MAINTAIN BRACING AND SHORING TO PROTECT

THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO

REMAIN.

9. PRIOR TO DEMOLITION, COORDINATE WITH OWNER ON ALL ITEMS

TO BE REMOVED AND STORED FOR LATER USE.

10.REMOVALS SHALL BE PERFORMED WITHOUT DAMAGE TO

ADJACENT RETAINED WORK, HOWEVER WHERE SUCH WORK IS

DAMAGED, THE CONTRACTOR SHALL PATCH, REPAIR OR

OTHERWISE RESTORE DAMAGED ITEMS TO THEIR ORIGINAL

CONDITION, TO THE SATISFACTION OF THE OWNER, AT NO

ADDITIONAL COST TO THE OWNER.

11.REMOVE DOORS, WINDOWS, AND EQUIPMENT AS INDICATED ON

FLOOR PLANS. REMOVE ALL DEBRIS FROM BUILDING AND LEAVE

CLEAN.

12.WIRING, SWITCHES AND OUTLETS SHALL BE REMOVED AS

NECESSARY TO COMPLETE WORK INDICATED. WHERE WIRING IS

TO BE REMOVED, IT SHALL BE REMOVED BACK TO THE THE

NEAREST OUTLET OR JUNCTION BOX TO REMAIN IN SERVICE.

13.WHERE EXISTING ELECTRICAL WORK IS AFFECTED BY

DEMOLITION OR NEW CONSTRUCTION, RELOCATE AS

REQUIRED. COORDINATE WITH NEW ELECTRICAL WORK.

14.WHERE MECHANICAL AND ELECTRICAL EQUIPMENT HAS BEEN

REMOVED, REMOVE EXISTING HANGERS FOR EACH EQUIPMENT.

15. VERIFY WITH OWNER ON EXTENT OF FLOOR FINISH REMOVAL

AND/OR REFINISHING.

16.REMOVE CEILING FINISHES AS REQUIRED IN AREAS OF WORK.

PATCH AS REQUIRED UPON COMPLETION.

EXISTING RADIATOR, COVER & ALL ASSOCIATED

MOUNTING HARDWARE & PLUMBING TO BE REMOVED.

USE CAUTION TO PRESERVE ADJACENT FINISHES &

TRIM.

REMOVE EXISTING WINDOW SHADES AND STORE FOR

RE-INSTALLTION ON NEW WORK.

REMOVE EXISTING WINDOW, FRAME, SILL AND DOOR

(WHERE PRESENT). INCLUDING, BUT NOT LIMITED TO,

SHIMS, SEALANT AND BLOCKING BACK TO ROUGH

OPENING FOR NEW WINDOW SYSTEM.

REMOVE CANOPY STRUCTURE INCLUDING INTERNAL

SUPPORT BEAMS.

REMOVE WINDOW ABOVE EXIT DOOR. CONSULT WITH

ARCHITECT IF DEMO NEEDS TO INCLUDE REMOVAL OF

GABLE ROOF OVER DOOR.

REMOVE EXTERIOR LIGHT FIXTURE AND VIDEO CAMERA

ALL MOUNTING HARDWARE & SAVE FOR

RE-INSTALLATION ON NEW WORK.

N E

O N

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:1 EAST ELEVATION - DEMO

1/8" = 1'-0" SCALE:2 WEST ELEVATION - DEMO

1/8" = 1'-0"

SCALE:3 PARTIAL EAST ELEVATION - DEMO

1/8" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

REMOVE EXIST.

CURTAINWALL SYSTEM IN

ITS ENTIRETY INCLUDING

ANY AND ALL FASTENING

CLIPS.

EXISTING INTERIOR

FINISHES, WOOD TRIM,

ETC. TO REMAIN AND BE

MODIFIED TO SUIT NEW

WORK

EXISTING INTERIOR

FINISHES, WOOD TRIM,

ETC. TO REMAIN AND BE

MODIFIED TO SUIT NEW

WORK

EXIST. ACT CLG. TO

REMAIN - CAREFULLY

REMOVE PORTIONS AS

NEEDED TO INSTALL

CURTAINWALL AND

REPLACE WHEN

FINISHED

EXISTING MTL. GRATE

LANDING TO REMAIN

EXISTING CONC.

STAIRS TO

REMAIN

REMOVE DOOR PANELS,

FRAME AND ALL

RELATED HARDWARE

BACK TO MASONRY

OPNG, PREPARE FOR

NEW WORK

REMOVE TRANSOM AND

FRAME IN ITS ENTIRETY

REMOVE ENTIRE CANOPY AND

ALL ASSOCIATED STRUCTURE

AND ACCESSORIES

EXIST. RADIATOR TO

BE REMOVED

SALVAGE WINDOW

TREATMENT FOR

REUSE

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

EXIST. RADIATOR TO

BE REMOVED

EXISTING INTERIOR

FINISHES, WOOD TRIM,

ETC. TO REMAIN AND BE

MODIFIED TO SUIT NEW

WORK

EXIST. ACT CLG. TO

REMAIN - CAREFULLY

REMOVE PORTIONS AS

NEEDED TO INSTALL

CURTAINWALL AND

REPLACE WHEN

FINISHED

EXISTING GRADE

EXIST. BRICK VENEER

REMOVE EXIST.

CURTAINWALL SYSTEM IN

ITS ENTIRETY INCLUDING

ANY AND ALL FASTENING

CLIPS.

SALVAGE WINDOW

TREATMENT FOR

REUSE

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

REMOVE EXIST.

CURTAINWALL SYSTEM IN

ITS ENTIRETY INCLUDING

ANY AND ALL FASTENING

CLIPS.

EXISTING INTERIOR

FINISHES, WOOD TRIM,

ETC. TO REMAIN AND BE

MODIFIED TO SUIT NEW

WORK

EXISTING INTERIOR

FINISHES, WOOD TRIM,

ETC. TO REMAIN AND BE

MODIFIED TO SUIT NEW

WORK

EXIST. ACT CLG. TO

REMAIN - CAREFULLY

REMOVE PORTIONS AS

NEEDED TO INSTALL

CURTAINWALL AND

REPLACE WHEN

FINISHED

EXISTING GRADE

EXIST. BRICK VENEER

EXIST. RADIATOR TO

BE REMOVED

SALVAGE WINDOW

TREATMENT FOR

REUSE

SALVAGE WINDOW

TREATMENT FOR

REUSE

W A

O N

S D

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:1 DEMO SECTION THRU WINDOW

3/4" = 1'-0" SCALE:2 DEMO SECTION THRU CANOPY

3/4" = 1'-0" SCALE:3 DEMO SECTION THRU WALL

3/4" = 1'-0"

AutoCAD SHX Text

JBS

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

MENS

BATHROOM

WOMENS

BATHROOM

KITCHENLAUNDRY

RADIO

ROOM

HALL

HOSE

TOWER

CHIEF'S

OFFICE

MEETING

ROOM

COMPRESSOR

ROOM

APPARATUS

BAY

STORAGE

U P

D N

01 02 03

06 05 04

ABV

A12

A13

A12

A11

A13

4'-1" +/- V.I.F.

5'-0" +/- V.I.F.

'-1

I.F

3' -5

I.F

-5

I.F

3' -5

I.F

-5

I.F

4' -0

I.F

KITCHENETTE

CLUB

ROOM

STORAGE STORAGESTORAGE

U P

STORAGE

U P

A12

A11

A13

'-1

I.F

A11

HOSE

TOWER

2'-9" +/- V.I.F.

A11

HOSE

TOWER

2'-9" +/- V.I.F.

HOSE

TOWER

2'-9" +/- V.I.F.

2' -9

I.F

2'-9" +/- V.I.F.

2' -9

I.F

WINDOW TAG

DOOR TAG

GENERAL NOTES

PLAN LEGEND

1. DO NOT SCALE DRAWINGS.

2. DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

3. DOOR SIZES INDICATE SIZE OF DOOR ONLY NOT FRAME

SIZE. DOOR R.O. EITHER CENTERED IN SPACE OR 4 1/2" OFF

CORNER.

4. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL WINDOW

AND/OR OPENING INFORMATION.

5. WHERE EXISTING CONSTRUCTION IS TO REMAIN AND IS

ALTERED. PROVIDE FINISHES TO MATCH EXISTING.

6. REMOVE PROJECTIONS, HANGERS, BOLTS, FASTENERS,

NAILS, HOOKS, LEDGERS, FURRING, BLOCKING, FROM ALL

EXISTING SURFACES. FILL GAPS AND PREPARE SURFACES

TO RECEIVE WORK AND FINISHES.

7. PROTECT, PATCH, AND REPAIR ALL ADJACENT SURFACES

WHICH ARE IMPACTED BY THE DEMOLITION, THE WORK, OR

REMOVAL OF ACCESSORIES TO THEIR ORIGINAL FORM AND

FINISH (UNLESS NOTED OTHERWISE)

8. REMOVE AND REINSTALL ALL EXISTING WALL MOUNTED

ITEMS TO REMAIN.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY

CLEANUP OF ALL CONSTRUCTION DEBRIS. CONTRACTOR

TO PROVIDE DUMPSTERS ON SITE THROUGHOUT THE

PROJECT. DO NOT USE OWNER'S DISPOSAL RECEPTACLES

DUMPSTERS. COORDINATE LOCATION WITH OWNER AT

PROJECT KICKOFF MEETING.

10. V.I.F. (VERIFY IN FIELD BY CONTRACTOR) ALL ON SITE

DIMENSIONS AND EXISTING CONSTRUCTION DETAILS. NEW

WINDOW ELEVATIONS TO MATCH EXISTING.

11.CAREFULLY REMOVE ANY MEP ITEMS THAT ARE INSTALLED

IN THE EXISTING WINDOW SYSTEM. TEMPORARILY SECURE

AND REINSTALL IN NEW WINDOW SYSTEM IN THE SAME

EXISTING LOCATION.

EXISTING WALL CONSTRUCTION

PROJECT

NORTH

D O

W L

O C

O N

N S

A10

SCALE:1 GROUND FLOOR PLAN

1/8" = 1'-0"

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:2 FIRST FLOOR PLAN

1/8" = 1'-0"

SCALE:3 TOWER PLANS

1/8" = 1'-0"

LOW

MID

TOP

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

030201

(EX)(EX) (EX) (EX)APARATUS BAY

+9'-4"

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

NEW ALUMINUM

STOREFRONT SYSTEM

(TYP.)

EXISTING GABLE ROOF

OVER SIDE ENTRY DOOR

04 05 06

08 09

(EX)(EX)

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11" APARATUS BAY

+9'-4"

REPLACE WINDOWS WITH

INSULATED PANELS IN

NEW STOREFRONT

FRAMES

EXIST. STUCCO

WINDOW TAG

DOOR TAG

DRAWING KEY

B U

V A

N S

A11

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:1 SOUTH ELEVATION

1/8" = 1'-0"

SCALE:2 NORTH ELEVATION

1/8" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

10 11 12 13

(EX)

APARATUS BAY

+9'-4"

EXISTING GABLE ROOF

OVER SIDE ENTRY DOOR

21 22 23

A13

(EX)

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

A12

A13

A42

RE-INSTALL FLOODLIGHT

ON NEW SPANDREL PANEL

RE-INSTALL FLOODLIGHT

ON NEW SPANDREL PANEL

RE-INSTALL SECURITY

CAMERA ON NEW SPANDREL

PANEL

TEMPORARY ALUMINUM

COVER PANEL WHERE

FUTURE ENTRANCE

CANOPY CONNECTION IS

TO BE MADE

EXISTING MOTION

SENSOR

EXISTING MOTION

SENSOR

NEW ALUMINUM

CURTAINWALL SYSTEM

APARATUS BAY

+9'-4"

WINDOW TAG

DOOR TAG

DRAWING KEY

B U

V A

N S

A12

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:1 EAST ELEVATION

1/8" = 1'-0" SCALE:2 WEST ELEVATION

1/8" = 1'-0"

SCALE:3 PARTIAL EAST ELEVATION

1/8" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

8' -1

1 4"

R O

U G

H O

'-4

1 4"

R O

U G

H O

1' -7

1 4"10 A42

A42

EXISTING MTL.

GRATE LANDING

TO REMAIN

EXISTING CONC.

STAIRS TO

REMAIN

CURTAINWALL

SYSTEM

DOOR

SEMI-RIGID MINERAL WOOL

FIRESTOPPING / THERMAL

INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

PATCH WALL AT REMOVED

RADIATOR W/ MATERIALS

MATCHING EXISTING

ADJACENT MATERIALS.

PROVIDE SMOOTH,

UNNOTICEABLE TRANSITION

SEMI-RIGID MINERAL WOOL

FIRESTOPPING / THERMAL

INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

5' -0

1 4"

'-0 1 2"

O N

R Y

/ R O

U G

H O

A42

SIM

CURTAINWALL

SYSTEM

EXISTING GRADE

EXIST. BRICK VENEER

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

PATCH WALL AT REMOVED

RADIATOR W/ MATERIALS

MATCHING EXISTING

ADJACENT MATERIALS.

PROVIDE SMOOTH,

UNNOTICEABLE TRANSITION

SEMI-RIGID MINERAL WOOL

FIRESTOPPING / THERMAL

INSUL. BOARD

SEMI-RIGID MINERAL WOOL

FIRESTOPPING / THERMAL

INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

GROUND FLOOR

+0'-0"

FIRST FLOOR

+9'-11"

7' -1

'-2

1 2"

O N

R Y

/ R O

U G

H O

A42

EXISTING GRADE

EXIST. BRICK VENEER

CURTAINWALL

SYSTEM

SEMI-RIGID MINERAL WOOL

FIRESTOPPING / THERMAL

INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

FIRE SEALANT OVER

SEMI-RIGID MINERAL WOOL

FIRE SAFING INSUL. BOARD

PATCH WALL AT REMOVED

RADIATOR W/ MATERIALS

MATCHING EXISTING

ADJACENT MATERIALS.

PROVIDE SMOOTH,

UNNOTICEABLE TRANSITION

SEMI-RIGID MINERAL WOOL

FIRESTOPPING / THERMAL

INSUL. BOARD

D W

N S

A13

E as t

Bu tle r A ve bl er

.7 w .p a-ar ch .c om ph ill ip s a ss oc ia te s a r c h i t e c t s i n t e r i o r s p l a n n e r s

O V

PA Registration: RA015197X

O N

E C

O M

Y W

O W

SCALE:1 PROPOSED SECTION THRU WINDOW

3/4" = 1'-0" SCALE:2 PROPOSED SECTION THRU CAPPED OPENING

3/4" = 1'-0" SCALE:3 PROPOSED SECTION THRU WALL

3/4" = 1'-0"

AutoCAD SHX Text

JBS

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text

245 RACE STREET

AutoCAD SHX Text

AMBLER, PA 19002

AutoCAD SHX Text 025 037.2

AutoCAD SHX Text 26.11.25

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

G H

D E F

ROUGH

OPENING (RO)

NO.

EXTERIOR WINDOW SCHEDULE

LOCATION

TYPE MAT'L FINISH

EXTERIOR COMMENTS

NOTES:

1. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED

IN FIELD

2. ---

FINISHES AND ABBREVIATIONS

AL ALUMINUM

WIDTH HEIGHT

GL-1 CLEAR INSULATED

FF FACTORY FINISH

GLAZING TYPES

WINDOW

SHADE

GLAZING

FIRST FLOOR

WINDOW TYPES

NOTES: 1. ALL GLAZING TO BE GLAZING GL-1 UNLESS NOTED OTHERWISE

2. SHADED PANELS INDICATE INSULATED SPANDREL PANEL, GLAZING TYPE GL-3

CLUB ROOM

LOCATION

AL AL1 3/4"7'-0"

DOOR FRAME

THICKWIDTH

DOOR LEAF

3'-0"

DOOR SCHEDULE

NO.

TYPE HEIGHT MATERIAL FINISHMATERIAL

COMMENTS

01 A PRE-FIN. * SEE EXTERIOR ELEV. / STOREFRONT SYSTEM

FINISH

HDWR

PRE-FIN

INT. /

EXT.

EXT

TYPE

NOTES:

1. --

2. ---

FINISHES AND ABBREVIATIONS

AL ALUMINUM

GL GLASS

GS GALVANIZED STEEL

HM HOLLOW METAL

GLAZ

T = TEMPERED…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 11, 2026.