6-2548 - Golden Age Manor Drawings - ISSUED FOR BID 2026.03.05 R1.pdf
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- Solicitation number
- Not on record
- Issued by
- Montgomery County, Polk Borough, Pennsylvania
About this file
This is an architectural drawing set prepared by Hammel Associates Architects for the Montgomery County Housing Authority detailing roof replacement work at Golden Age Manor, a 5-story residential building with penthouse located at 400 Walnut Street, Royersford, Pennsylvania. The project scope includes complete removal and replacement of the existing built-up roof system over concrete decks with a new 90 mil EPDM fully adhered roofing system featuring 2 inches of base insulation and 1/2-inch cover board, with tapered insulation as required to achieve a minimum R-value of 30 in accordance with 2021 IECC standards. The total roof area is 12,127 square feet. Additional work includes replacement of 22 existing dome cap exhaust fans with new Greenheck units, replacement of 5 soffit-mounted light fixtures with new LED fixtures, installation of new metal gutters and downspouts, removal and replacement of standing seam metal roofing on penthouse sections, new roof curbs and flashing details, and coordination with existing telecommunications equipment relocation. The drawings show demolition and alteration plans, detailed construction specifications, and coordination with mechanical, electrical, and plumbing trades. Building code compliance is required per Pennsylvania Uniform Construction Code 2021 International Existing Building Code and Borough of Royersford Building Ordinance.
The specifications require installation per manufacturer-approved roof details with submittals for all roof membrane products, insulation, adhesives, flashing, and curbs for prior approval. Contractors must provide temporary roof enclosure immediately after demolition to maintain a watertight building envelope and are responsible for surface preparation of existing concrete and metal decks per manufacturer requirements. All metal in contact with pressure-treated wood must be stainless steel or galvanized, with structural steel primed and painted before contact with treated wood. The project includes fire-stopping of all penetrations in fire-rated assemblies, repair of deteriorated concrete decks as required, and installation of attic stock materials including two spare motors and two spare blower wheels for each exhaust fan size. Sealed bids via the PennBid Program are due by 2:00 P.M. on Monday, March 30, 2026, with a non-mandatory pre-bid meeting scheduled for 1:00 P.M. on Thursday, March 19, 2026, at the project site. The project is funded through Community Development Block Grant (CDBG) and subject to Section 3 HUD Act requirements, prevailing wage compliance, and Build America Buy America Act mandates ensuring all materials are U.S.-produced.
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LOCATION MAP
HAMMEL ASSOCIATES ARCHITECTS,
Lancaster, PA
(717) 393.3713
LLC
JOINT SEALER SCHEDULE BUILDING DATA ( 2021 IBC )
BUILDING CODE REQUIREMENTS
WEB: WWW.HAMMELARCH.COM EMAIL: INFO@HAMMELARCH.COM
ANNOTATION SYMBOLS
ABBREVIATIONS
CONSTRUCTION NOTES
COVER SHEET
PJ TLV
CS1.1
ARCHITECTURAL
DRAWING INDEX
AS NOTED
All dimensions, measurements and or notification.
project conditions shall be checked and verified in the field by the contractor. Refer all differences, in writing, to the architect for consideration prior to proceeding with the work. The contractor shall bear the cost of rectifying work not approved by the architect, caused by lack of coordination and
HAMMEL ASSOCIATES ARCHITECTS, LLC
MONTGOMERY COUNTY
HOUSING AUTHORITY
ROOF REPLACEMENT AT
GOLDEN AGE MANOR
400 WALNUT STREET
ROYERSFORD, PA. 19468
03.05.2026
25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com
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MONTGOMERY COUNTY HOUSING AUTHORITY
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NOT TO SCALE
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SEALANT TYPE
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CONSTRUCTION TYPE:
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BUILDING HEIGHT:
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OCCUPANCY:
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EXISTING, 5 STORIES + PENTHOUSE
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NON-COMBUSTIBLE, 2B
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R-2 USE GROUP
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EMERGENCY LIGHTING:
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AUTOMATIC SPRINKLERS:
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FIRE ALARM SYSTEM:
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NO
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YES, EXISING
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YES, EXISTING
AutoCAD SHX Text INSTALL JOINT SEALANTS IN ACCORDANCE WITH DESCRIPTIONS AND LOCATIONS LISTED, AND IN LOCATIONS IDENTIFIED ON DRAWINGS BY DRAWING DESIGNATIONS LISTED ABOVE.
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NOTE:
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DRAWING DESIGNATION
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FIRE SEPARATION:
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EXISTING
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ONE-PART NONACID- CURING SILICONE SEALANT
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MULTI-PART POURABLE URETHANE SEALANT
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RESTROOMS, LOCKER & SHOWER AREAS
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ONE-PART MILDEW- RESISTANT SILICONE SEALANT
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AutoCAD SHX Text INTERIOR JOINTS IN FIELD-PAINTED VERTICAL & OVERHEAD SURFACES AT PERIMETER OF HOLLOW METAL DOOR FRAMES; IN GYPSUM DRYWALL, PLASTER & CONCRETE OR CONCRETE MASONRY; & ALL OTHER INTERIOR JOINTS NOT INDICATED OTHERWISE.
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ACRYLIC-EMULSION SEALANT
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LS
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AutoCAD SHX Text BUTYL-ASPHALT SEALANT, AC-20 IN ACCORDANCE WITH PA. DEPT. TRANSPORTATION TITLE 408 SPECIFICATIONS.
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AutoCAD SHX Text THROUGH PENETRATIONS IN FIRE RESISTANCE RATED FLOOR & WALL ASSEMBLIES INVOLVING MULTIPLE PIPES, CONDUITS & OTHER ITEMS.
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FOAMED-IN-PLACE FIRE-STOPPING SEALANT
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%%UBUILDING AREA:
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TOTAL ROOF AREA: ± 12,127 SF, VIF
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DETECTION SYSTEM:
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PROJECT NORTH
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ACTUAL NORTH
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%%UELEVATION%%U
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ELEVATION NUMBER
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STAIR OR RAMP
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DOOR NUMBER
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WINDOW TYPE
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%%USECTIONS%%U
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%%UDETAIL%%U
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ROOM NAME
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AutoCAD SHX Text CS1.1 COVER SHEET COVER SHEET DA1.1 DEMOLITION & ALTERATION ROOF PLAN DEMOLITION & ALTERATION ROOF PLAN A1.1 ROOF PLAN ROOF PLAN A5.1 DETAILS DETAILS A5.2 DETAILSDETAILS
AutoCAD SHX Text AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR ACCOM ACCOMMODATE ACCOMMODATE ACCORD ACCORDANCE ACCORDANCE AC ACOUSTIC ACOUSTIC ADJ ADJUSTABLE/ADJACENT ADJUSTABLE/ADJACENT ALT ALTERNATE ALTERNATE AL ALUMINUM ALUMINUM AB ANCHOR BOLTS ANCHOR BOLTS APA AMERICAN PLYWOOD ASSOCIATION AMERICAN PLYWOOD ASSOCIATION ARCH ARCHITECT(URAL) ARCHITECT(URAL) ASPH CONC ASPHALT CONCRETE PAVING ASPHALT CONCRETE PAVING @ AT AT BRG BEARING BEARING B PL BEARING PLATE BEARING PLATE BM BENCH MARK BENCH MARK BIT BITUMINOUS BITUMINOUS BIT-DP BITUMINOUS DAMPPROOFING BITUMINOUS DAMPPROOFING BLK BLOCK BLOCK BD BOARD BOARD BOT BOTTOM BOTTOM BRK BRICK BRICK BLDG BUILDING BUILDING CAB CABINET CABINET CI CAST IRON CAST IRON CLG CEILING CEILING CL CENTER LINE CENTER LINE CER T CERAMIC TILE CERAMIC TILE CIRC CIRCULATION CIRCULATION CJ CONTROL JOINT CONTROL JOINT CLO CLOSET CLOSET COL COLUMN COLUMN COMP COMPUTER COMPUTER CONC CONCRETE CONCRETE CONF CONFERENCE CONFERENCE CMU CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS COORD COORDINATE COORDINATE DEM DEMOLISH, DEMOLITION DEMOLISH, DEMOLITION DTL DETAIL DETAIL DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DR DOOR DOOR DN DOWN DOWN DS DOWNSPOUT DOWNSPOUT DF DRINKING FOUNTAIN DRINKING FOUNTAIN EL ELEVATION ELEVATION ELEC ELECTRIC(AL) ELECTRIC(AL) EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR ELEV ELEVATION, ELEVATOR ELEVATION, ELEVATOR ENG ENGINEER ENGINEER EPS EXPANDED POLYSTERENE EXPANDED POLYSTERENE ETR EXISTING TO REMAIN EXISTING TO REMAIN EQ EQUAL EQUAL EXIST EXISTING EXISTING EXP JT EXPANSION JOINT EXPANSION JOINT EXP EXPOSED EXPOSED EXT EXTERIOR EXTERIOR EXTR PS EXTRUDED POLYSTYRENE EXTRUDED POLYSTYRENE FG BATT FIBERGLASS BATT FIBERGLASS BATT FIN FINISH FINISH FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FINISHED FLOOR FRTW FIRE RESISTANT TREATED WOOD FIRE RESISTANT TREATED WOOD FLG FLASHING FLASHING FL FLOOR FLOOR FD FLOOR DRAIN FLOOR DRAIN FTG FOOTING FOOTING GA GAGE, GAUGE GAGE, GAUGE GALV GALVANIZED GALVANIZED GL GLASS GLASS GC GENERAL CONTRACT(OR) GENERAL CONTRACT(OR) GTR GUTTER GUTTER GWB GYPSUM DRYWALL (WALLBOARD) GYPSUM DRYWALL (WALLBOARD) GWB-X GWB, TYPE X (FIRE RESISTIVE CLASSIFICATION) GWB, TYPE X (FIRE RESISTIVE CLASSIFICATION) HVAC HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONING HC HOLLOW CORE HOLLOW CORE HL-CMU HOLLOW LOADBEARING CMU HOLLOW LOADBEARING CMU HM HOLLOW METAL STEEL HOLLOW METAL STEEL HORIZ HORIZONTAL HORIZONTAL HR HOUR HOUR HT HEIGHT HEIGHT ID INSIDE DIAMETER INSIDE DIAMETER INS INSULATE(D)(ION) INSULATE(D)(ION) INT INTERIOR INTERIOR INV INVERT INVERT JST JOIST JOIST JT JOINT JOINT LAM LAMINATE(D)(ION) LAMINATE(D)(ION) LES LEAD EXPANSION SHIELD LEAD EXPANSION SHIELD LLV LONG LEG VERTICAL LONG LEG VERTICAL LIN FT LINEAL FOOT LINEAL FOOT MH MANHOLE MANHOLE MFR MANUFACTURER MANUFACTURER MO MASONRY OPENING MASONRY OPENING MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MC MECHANICAL CONTRACTOR MECHANICAL CONTRACTOR MCP MELAMINE COATED PARTICLE BOARD MELAMINE COATED PARTICLE BOARD MET/MTL METAL METAL MIN MINIMUM MINIMUM MLD MOLDING, MOULDING MOLDING, MOULDING MTD MOUNTED MOUNTED NA NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE NO OR # NUMBER NUMBER OC ON CENTER ON CENTER OFF OFFICE OFFICE OP PL OF OPEN PLAN OFFICE OPEN PLAN OFFICE H-STL JST OPEN WEB STEEL JOISTS OPEN WEB STEEL JOISTS OPG OPENING OPENING OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHEAD OVERHEAD PART PARTITION PARTITION PNT PAINT(ED) PAINT(ED) PL PLATE PLATE PC PLUMBING CONTRACTOR PLUMBING CONTRACTOR PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLYWD PLYWOOD PLYWOOD PT PRESSURE TREATED PRESSURE TREATED PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RWC RAIN WATER CONDUCTOR RAIN WATER CONDUCTOR RECPT RECEPTION RECEPTION REINF REINFORCING REINFORCING REBAR REINFORCING BARS REINFORCING BARS REP REPRESENTATIVE REPRESENTATIVE REQ REQUIRED REQUIRED ROW RIGHT OF WAY RIGHT OF WAY RF ROOF ROOF RF DK ROOF DECKING ROOF DECKING RD ROOF DRAIN ROOF DRAIN RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING SDO SALVAGE & DELIVER TO OWNER SALVAGE & DELIVER TO OWNER SHT SHEET SHEET SKL SKYLIGHT SKYLIGHT SL SLATE SLATE SC SOLID CORE SOLID CORE SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STL JST STEEL JOIST STEEL JOIST STL STD STEEL STUD STEEL STUD STO STORAGE STORAGE STR STRUCTURE/STRUCTURAL STRUCTURE/STRUCTURAL STR STL STRUCTURAL STEEL STRUCTURAL STEEL SYS SYSTEM SYSTEM TEL TELEPHONE TELEPHONE TMP TEMPERED TEMPERED T&G TONGUE AND GROOVE TONGUE AND GROOVE T.O. TOP OF TOP OF TOC TOP OF CURB TOP OF CURB TOF TOP OF FOOTER TOP OF FOOTER TOS TOP OF STEEL TOP OF STEEL TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VB VAPOR BARRIER VAPOR BARRIER VERT VERTICAL VERTICAL VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VIF VERIFY IN FIELD VERIFY IN FIELD VWB VINYL WALL BASE VINYL WALL BASE VWC VINYL WALL COVERING VINYL WALL COVERING WAIT WAITING WAITING WWF WELDED WIRE FABRIC WELDED WIRE FABRIC W/ WITH WITH W/O WITHOUT WITHOUT WOL WOLMANIZED WOLMANIZED WD WOOD WOOD NOTE: NOT ALL ABBREVIATIONS LISTED ARE APPLICABLE TO THIS NOT ALL ABBREVIATIONS LISTED ARE APPLICABLE TO THIS PROJECT
AutoCAD SHX Text DESCRIPTION OF JOINT CONSTRUCTION AND LOCATION WHERE JOINT SEALER IS TYPICALLY APPLIED. (SEE NOTE BELOW)
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1. REVIEW DETAILS, & PROVIDE FIRE TREATED SOLID WOOD BLOCKING INSIDE FIRE-RATED STUD WALLS & SOLID WOOD BLOCKING INSIDE STUD WALLS WHERE REVIEW DETAILS, & PROVIDE FIRE TREATED SOLID WOOD BLOCKING INSIDE FIRE-RATED STUD WALLS & SOLID WOOD BLOCKING INSIDE STUD WALLS WHERE SOLID ANCHORAGE IS REQUIRED. 2. WHERE EXISTING CONSTRUCTION IS CUT & PATCHED, REPAIR ALL ADJACENT SURFACES DISTURBED BY CUTTING & PATCHING & PREPARE TO RECEIVE NEW WHERE EXISTING CONSTRUCTION IS CUT & PATCHED, REPAIR ALL ADJACENT SURFACES DISTURBED BY CUTTING & PATCHING & PREPARE TO RECEIVE NEW CONSTRUCTION &/OR NEW SCHEDULED FINISHES. REPAIRS SHALL MATCH EXISTING ADJACENT &/OR SIMILAR SURFACES & MATERIALS. TRANSITIONS BETWEEN NEW & EXISTING CONSTRUCTION SHALL BE SMOOTH & UNNOTICEABLE. 3. ALL FINISHED SURFACES IN THIS PROJECT ARE TO BE PATCHED & REPAIRED TO MATCH ADJACENT OR SIMILAR CONSTRUCTION & PREPARED TO RECEIVE ALL FINISHED SURFACES IN THIS PROJECT ARE TO BE PATCHED & REPAIRED TO MATCH ADJACENT OR SIMILAR CONSTRUCTION & PREPARED TO RECEIVE SPECIFIED FINISHES. THIS INCLUDES DAMAGED FLOORING, PLASTER, WOOD TRIM, CASINGS, SILLS & DOORS, WINDOW GLASS & MASONRY. TRANSITIONS BETWEEN NEW REPAIRS & EXISTING CONSTRUCTION SHALL BE SMOOTH & UNNOTICEABLE. 4. ALL MTL THAT COMES INTO CONTACT WITH PT WOOD SHALL BE STAINLESS OR GALV. STEEL. THIS INCLUDES BUT IS NOT LIMITED TO FASTNERS, FLASHING ALL MTL THAT COMES INTO CONTACT WITH PT WOOD SHALL BE STAINLESS OR GALV. STEEL. THIS INCLUDES BUT IS NOT LIMITED TO FASTNERS, FLASHING AND JOIST HANGERS. STRUCTURAL STL SHALL BE PRIMED AND PAINTED PRIOR TO CONTACT WITH PT WOOD. 5. REPAIR ANY DAMAGE TO EXISTING OR NEW FIRE-RATED ENCLOSURES, CEILINGS AND WALLS. REPAIR ANY DAMAGE TO EXISTING OR NEW FIRE-RATED ENCLOSURES, CEILINGS AND WALLS. 6. SEAL AND FIRESTOP ALL PENETRATIONS AND OPENINGS IN ANY FIRE-RATED CONSTRUCTION USING PROPER FIRESTOPPING PRODUCTS INSTALLED IN SEAL AND FIRESTOP ALL PENETRATIONS AND OPENINGS IN ANY FIRE-RATED CONSTRUCTION USING PROPER FIRESTOPPING PRODUCTS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7. ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY IBC. ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY IBC. 8. SITE INSPECTIONS OR ADDITIONS TO THE SYSTEMS. SITE INSPECTIONS OR ADDITIONS TO THE SYSTEMS. 9. ALL MEANS OF EGRESS TO BE FREE & CLEAR AT ALL TIMES.ALL MEANS OF EGRESS TO BE FREE & CLEAR AT ALL TIMES.
AutoCAD SHX Text ALL WORK SHALL CONFORM TO THE FOLLOWING CODE REGULATIONS AND REQUIREMENTS: 1. COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF LABOR & INDUSTRY: COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF LABOR & INDUSTRY: A. PENNSYLVANIA UNIFORM CONSTRUCTION CODE: 2021 INTERNATIONAL PENNSYLVANIA UNIFORM CONSTRUCTION CODE: 2021 INTERNATIONAL EXISTING BUILDING CODE AND REFERENCED STANDARDS B. BOROUGH OF ROYERSFORD BUILDING ORDINANCE AND ALL REFERENCED BOROUGH OF ROYERSFORD BUILDING ORDINANCE AND ALL REFERENCED REGULATIONS (BUILDING, EXISTING BUILDING, PLUMBING, ELECTRICAL, MECHANICAL, FUEL GAS, PERFORMANCE, RESIDENTIAL, FIRE, ACCESSIBILITY AND ENERGY CODE WHERE APPLICABLE)
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400 WALNUT STREET, ROYERSFORD, PA 19468
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ROOF REPLACEMENT AT GOLDEN AGE MANOR
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FILE NUMBER
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DRAWN BY
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SHEET TITLE
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ISSUE DATE
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CHECKED BY
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PROJECT DESCRIPTION
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KEY PLAN
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REVISIONS
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STAMP
DEMOLITION AND ALTERATION ROOF PLAN
PJ TLV
DA1.1
AS NOTED
All dimensions, measurements and or notification.
project conditions shall be checked and verified in the field by the contractor. Refer all differences, in writing, to the architect for consideration prior to proceeding with the work. The contractor shall bear the cost of rectifying work not approved by the architect, caused by lack of coordination and
HAMMEL ASSOCIATES ARCHITECTS, LLC
MONTGOMERY COUNTY
HOUSING AUTHORITY
ROOF REPLACEMENT AT
GOLDEN AGE MANOR
400 WALNUT STREET
ROYERSFORD, PA. 19468
03.05.2026
25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com
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EXIST DOWNSPOUT
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EXIST DOWNSPOUT
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX
AutoCAD SHX Text LEGEND: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED KEYNOTE
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DEMOLITION & ALTERATION KEYNOTE LEGEND:
AutoCAD SHX Text EXIST ROOFING SYSTEM TO BE REMOVED TO CONC DECK. EXISTING ROOF CONSISTS OF BUILT UP ROOF OVER " FIBERBOARD OVER RIGID INSULATION AS 12" FIBERBOARD OVER RIGID INSULATION AS DESCRIBED IN DETAIL 4/A5.1. SEE PRE-CONSTRUCTION ASBESTOS ROOF SURVEY PREPARED BY PENNONI AND INCLUDED IN THE PROJECT MANUAL WHICH INDICATES THAT NO HAZARDOUS MATERIALS WERE IDENTIFIED. REPAIR DETERIORATED CONCRETE DECK AS REQUIRED IN ACCORDANCE WITH PROJECT ALLOWANCES AND UNIT PRICES.
AutoCAD SHX Text EXIST STANDING SEAM ROOF SYSTEM TO BE REMOVED IN ITS ENTIRETY INCLUDING METAL PANELS, FLASHING, ACCESSORIES, GUTTERS, DOWN SPOUTS, AND UNDERLAYMENT.
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EXIST VENT THROUGH ROOF TO REMAIN. EXIST BOOT TO BE REMOVED. PREP FOR NEW BOOT.
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EXIST HOT VENT PENETRATION FLASHING TO BE REMOVED AND PREPARED FOR NEW FLASHING.
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EXIST STANDPIPE TO REMAIN. PREPARE FOR PNT.
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EXIST STAIR TO REMAIN. PREPARE FOR PNT.
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AutoCAD SHX Text EXIST RADON MITIGATION SYSTEM TO REMAIN. MODIFY AS REQUIRED TO ACCOMMODATE NEW ROOFING SYSTEM.
AutoCAD SHX Text COORDINATE RELOCATION OF TELECOMMUNICATION EQUIPMENT WITH OWNER AND OWNER'S VENDORS (T-MOBILE AND ZAYO) AS REQUIRED TO INSTALL NEW ROOF MEMBRANE.
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EXIST RTU TO REMAIN.
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MODIFY EXISTING CONDUIT AS REQUIRED TO INSTALL NEW PIPE SUPPORTS.
AutoCAD SHX Text REMOVE EXISTING EQUIPMENT SUPPORTS AND PREPARE LOCATIONS FOR NEW SCHEDULED SUPPORT METHOD.
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EXISTING CURB AND CAP TO BE REMOVED AND ROOF DECK INFILLED.
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REMOVE EXIST PARAPET CAP AND BLOCKING, PREPARE FOR NEW BLOCKING AND CAP.
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AutoCAD SHX Text GENERAL NOTES: 1. PROVIDE TEMPORARY ROOF ENCLOSURE AFTER ROOF DEMOLITION AND KEEP PROVIDE TEMPORARY ROOF ENCLOSURE AFTER ROOF DEMOLITION AND KEEP INTERIOR SPACES PROTECTED UNTIL NEW ROOF IS INSTALLED. CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN A WATERTIGHT BUILDING AT ALL TIMES. 2. PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION & CONSTRUCTION PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION & CONSTRUCTION 3. CONTRACTOR IS TO FIELD VERIFY ALL FIELD CONDITIONS, QUANTITIES, CONTRACTOR IS TO FIELD VERIFY ALL FIELD CONDITIONS, QUANTITIES, DIMENSIONS. 4. EXISTING CONCRETE DECKS ARE TO HAVE SURFACES PREPARED PER EXISTING CONCRETE DECKS ARE TO HAVE SURFACES PREPARED PER MANUFACTURER'S REQUIREMENTS TO APPLYING NEW ADHESIVE/INSULATION, SEE SPECIFICATIONS. 5. INSTALL ROOF PER BASIS OF DESIGN MANUFACTURER ROOF DETAILS, OR OTHER INSTALL ROOF PER BASIS OF DESIGN MANUFACTURER ROOF DETAILS, OR OTHER APPROVED MANUFACTURER'S CONSTRUCTION DETAILS. 6. CONTRACTOR TO REINSTALL ANY ITEMS REMOVED WHERE ACCESS OR NEW CONTRACTOR TO REINSTALL ANY ITEMS REMOVED WHERE ACCESS OR NEW INSTALLATION IS REQUIRED. 7. PATCH & REPAIR DAMAGED MTL OR CONCRETE DECK AS REQUIRED. PATCH & REPAIR DAMAGED MTL OR CONCRETE DECK AS REQUIRED. 8. PROVIDE NEW PT WOOD BLOCKS/SHEATHINGS REQUIRED PER ROOF DETAILS, OR PROVIDE NEW PT WOOD BLOCKS/SHEATHINGS REQUIRED PER ROOF DETAILS, OR REQUIRED BY ROOFING MANUFACTURER'S STANDARD DETAILS. 9. PROVIDE ALL ROOF MANUFACTURER'S ACCESSORIES (BONDING ADHESIVE, PROVIDE ALL ROOF MANUFACTURER'S ACCESSORIES (BONDING ADHESIVE, HEAT-WELDING, ANCHOR, FASTENER, CLIPS, BRACKET, FLASHING, SEALANTS, ETC.). 10. RAISE OR REPLACE ALL EXIST ROOF CURBS AS REQUIRED TO ACHIEVE MIN RAISE OR REPLACE ALL EXIST ROOF CURBS AS REQUIRED TO ACHIEVE MIN FLASHING HEIGHT AS REQUIRED BY MANUFACTURER TO MAINTAIN WARRANTY. 11. CONTRACTOR IS TO REMOVE ANY EXISTING ROOFTOP DEBRIS PRIOR TO STARTING CONTRACTOR IS TO REMOVE ANY EXISTING ROOFTOP DEBRIS PRIOR TO STARTING WORK. 12. DO NOT LEAVE CONSTRUCTION DEBRIS, MISC. FASTENERS, ACCESSORIES, ETC. DO NOT LEAVE CONSTRUCTION DEBRIS, MISC. FASTENERS, ACCESSORIES, ETC. ON NEW ROOF AFTER INSTALLATION OR DETACHMENT OF EXISTING EQUIPMENT. 13. COORDINATE ALL WORK RELATED TO DISRUPTION, MODIFICATION OR RELOCATION COORDINATE ALL WORK RELATED TO DISRUPTION, MODIFICATION OR RELOCATION OF TELECOMMUNICATIONS EQUIPMENT WITH THE OWNER WHO WILL COORDINATE WITH T-MOBILE AND ZAYO. CONTRACTORS ARE REQUIRED TO PROVIDE THEIR OWN PERSONAL RADIATION MONITORING EQUIPMENT WHEN WORKING AROUND TELECOMMUNICATION EQUIPMENT.
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ROOF LEGEND: VTR - VENT PIPE THROUGH ROOF, SEE PLAN FOR APPROXIMATE SIZE
AutoCAD SHX Text DEMOLITION AND ALTERATION GENERAL NOTES: 1. COORDINATE WITH OWNER FOR EXISTING ITEMS TO BE SALVAGED AND COORDINATE WITH OWNER FOR EXISTING ITEMS TO BE SALVAGED AND ANY EQUIPMENT TO BE RELOCATED. 2. REMOVE EXISTING ROOF MEMBRANE ASSEMBLY AND INSULATION IN REMOVE EXISTING ROOF MEMBRANE ASSEMBLY AND INSULATION IN ITS ENTIRETY. THIS INCLUDES ALL FASTENERS, ADHESIVES, INSULATION ROOFING MEMBRANE, FLASHING, CURBS, PIPE BOOTS, METAL CAPS, DRIP EDGES, BLOCKING AND ANY OTHER ROOFING ACCESSORIES NECESSARY TO INSTALL NEW ROOFING MEMBRANE. 3. ANY ROOFTOP EQUIPMENT REQUIRED TO BE REMOVED FOR THE ANY ROOFTOP EQUIPMENT REQUIRED TO BE REMOVED FOR THE INSTALLATION OF THE NEW ROOFING MEMBRANE IS TO BE RE-INSTALLED. COORDINATE SHUT OFF OF ANY EQUIPMENT W/ OWNER PRIOR TO COMMENCING WORK. 4. PROVIDE SUBMITTALS FOR APPROVAL FOR ALL ROOF MEMBRANE PROVIDE SUBMITTALS FOR APPROVAL FOR ALL ROOF MEMBRANE PRODUCTS, INSULATION, ADHESIVES, FLASHING, CURBS, SUPPORTS, METAL COPINGS AND ROOF DRAINS FOR APPROVAL PRIOR TO INSTALLATION. 5. PROVIDE SHOP DRAWINGS FOR ALL TAPERED INSULATION PROVIDE SHOP DRAWINGS FOR ALL TAPERED INSULATION ASSEMBLIES. 6. REMOVE AND REPLACE ALL METAL GUTTERS AND DOWNSPOUTS. REMOVE AND REPLACE ALL METAL GUTTERS AND DOWNSPOUTS. 7. NEW GUTTERS, DOWNSPOUTS AND STANDING SEAM METAL ROOF NEW GUTTERS, DOWNSPOUTS AND STANDING SEAM METAL ROOF COLORS ARE TO BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS. 8. NEW TAPERED ROOF INSULATION IS TO BE INSTALLED AS REQUIRED NEW TAPERED ROOF INSULATION IS TO BE INSTALLED AS REQUIRED TO HAVE MANUFACTURER'S RECOMMENDED SLOPE TOWARDS EXISTING DRAIN LAYOUT. 9. REMOVE ANY EXISTING ROOFTOP FEATURES NECESSARY TO CARRY REMOVE ANY EXISTING ROOFTOP FEATURES NECESSARY TO CARRY OUT NEW WORK EVEN IF NOT SPECIFICALLY CALLED OUT.
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DEMOLITION AND
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ALTERATION ROOF PLAN
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DA1.1
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KEY PLAN
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REVISIONS
ROOF PLAN
A1.1
AS NOTED
All dimensions, measurements and or notification.
project conditions shall be checked and verified in the field by the contractor. Refer all differences, in writing, to the architect for consideration prior to proceeding with the work. The contractor shall bear the cost of rectifying work not approved by the architect, caused by lack of coordination and
HAMMEL ASSOCIATES ARCHITECTS, LLC
MONTGOMERY COUNTY
HOUSING AUTHORITY
ROOF REPLACEMENT AT
GOLDEN AGE MANOR
400 WALNUT STREET
ROYERSFORD, PA. 19468
03.05.2026
25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com
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RIDGE
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RIDGE
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RIDGE
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8" PITCH POCKET, SEE 11/A5.2.
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ROOF ACCESS STAIR
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ELEVATOR PENT HOUSE
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UP
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2" VTR
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4" VTR
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2" VTR
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2" VTR
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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DOME CAP
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9" PITCH POCKET SEE 4/A5.2.
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4" PITCH POCKET, SEE 11/A5.2.
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9" PITCH POCKET SEE 11/A5.2.
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8" PITCH POCKET SEE 11/A5.2.
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4" PITCH POCKET SEE 11/A5.2.
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SKY LIGHT
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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EXIST 1" CONDUIT
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EXIST 1" CONDUIT
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EXIST RTU
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EXIST RTU
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EXIST DOWNSPOUT
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EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.
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LEGEND: KEYNOTE
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AutoCAD SHX Text GENERAL NOTES: 1. PROVIDE TEMPORARY ROOF ENCLOSURE AFTER ROOF DEMOLITION AND KEEP PROVIDE TEMPORARY ROOF ENCLOSURE AFTER ROOF DEMOLITION AND KEEP INTERIOR SPACES PROTECTED UNTIL NEW ROOF IS INSTALLED. CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN A WATERTIGHT BUILDING AT ALL TIMES. 2. PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION & CONSTRUCTION PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION & CONSTRUCTION 3. CONTRACTOR IS TO FIELD VERIFY ALL FIELD CONDITIONS, QUANTITIES, DIMENSIONS. CONTRACTOR IS TO FIELD VERIFY ALL FIELD CONDITIONS, QUANTITIES, DIMENSIONS. 4. EXISTING MTL AND CONCRETE DECKS ARE TO HAVE SURFACES PREPED PER EXISTING MTL AND CONCRETE DECKS ARE TO HAVE SURFACES PREPED PER MANUFACTURER'S REQUIREMENTS TO APPLYING NEW ADHESIVE/INSULATION, SEE SPECIFICATIONS. 5. INSTALL ROOF PER BASIS OF DESIGN MANUFACTURER'S ROOF DETAILS, OR OTHER INSTALL ROOF PER BASIS OF DESIGN MANUFACTURER'S ROOF DETAILS, OR OTHER APPROVED MANUFACTURER'S CONSTRUCTION DETAILS. 6. CONTRACTOR TO REINSTALL ANY ITEMS REMOVED WHERE ACCESS OR NEW CONTRACTOR TO REINSTALL ANY ITEMS REMOVED WHERE ACCESS OR NEW INSTALLATION IS REQUIRED. 7. PATCH & REPAIR DAMAGED MTL AND CONCRETE DECK AS REQUIRED. PATCH & REPAIR DAMAGED MTL AND CONCRETE DECK AS REQUIRED. 8. PROVIDE NEW PT WOOD BLOCKING/SHEATHINGS REQUIRED PER ROOF DETAILS, OR PROVIDE NEW PT WOOD BLOCKING/SHEATHINGS REQUIRED PER ROOF DETAILS, OR REQUIRED BY ROOFING MANUFACTURER'S STANDARD DETAILS. 9. PROVIDE ALL ROOF MANUFACTURER'S ACCESSORIES (BONDING ADHESIVE, PROVIDE ALL ROOF MANUFACTURER'S ACCESSORIES (BONDING ADHESIVE, HEAT-WELDING, ANCHORS, FASTENER, CLIPS, BRACKET, FLASHING, SEALANTS, ETC.) AS REQUIRED FOR A COMPLETE INSTALLATION. 10. RAISE OR REPLACE ALL EXIST ROOF CURBS AS REQUIRED TO ACHIEVE MIN RAISE OR REPLACE ALL EXIST ROOF CURBS AS REQUIRED TO ACHIEVE MIN FLASHING HEIGHT AS REQUIRED BY MANUFACTURER. 11. CONTRACTOR IS TO REMOVE ANY EXISTING ROOFTOP DEBRIS PRIOR TO STARTING CONTRACTOR IS TO REMOVE ANY EXISTING ROOFTOP DEBRIS PRIOR TO STARTING WORK. 12. DO NOT LEAVE CONSTRUCTION DEBRIS, MISC. FASTENERS, ACCESSORIES, ETC. ON DO NOT LEAVE CONSTRUCTION DEBRIS, MISC. FASTENERS, ACCESSORIES, ETC. ON NEW ROOF AFTER INSTALLATION OR DETACHMENT OF EXISTING EQUIPMENT. 13. IN ACCORDANCE WITH 2021 IECC C402.2.1.1, AVERAGE R VALUE OF THE ROOF IS IN ACCORDANCE WITH 2021 IECC C402.2.1.1, AVERAGE R VALUE OF THE ROOF IS TO BE A MINIMUM OF R-30.
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ROOF LEGEND: VTR - VENT PIPE THROUGH ROOF, SEE PLAN FOR APPROXIMATE SIZE
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KEYNOTE LEGEND:
AutoCAD SHX Text NEW BLACK, FULLY ADHERED 90 MIL EPDM ROOFING SYSTEM. W/ 1/2" COVER BOARD ON ONE LAYER OF 2" BASE INSULATION, MECHANICALLY FASTENED WITH TAPERED INSULATION AS REQUIRED, FULLY ADHERED. AVERAGE R-VALUE IS 32.69, NOT INCLUDING ADDITIONAL TAPERED INSULATION CRICKETS.
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FLASH EXIST HOT STACK IN ACCORDANCE W/ DETAIL 6/A5.2.
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EXIST RTU TO REMAIN. SEE DTL 4/A5.2.
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EXISTING TELECOMMUNICATION EQUIPMENT. PROVIDE EPDM SLIP SHEET UNDER SUPPORTS.
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MEDIA BLAST EXIST STAIR COMPONENTS. PREPARE AND PNT.
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FULLY ADHERED 30" WIDE EPDM MEMBRANE WALKING PADS
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NEW SCUPPER, LEADER BOX AND 3"X2" DS. SEE 2/A5.1.
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PNT EXIST STANDPIPE.
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AutoCAD SHX Text ROOF CORE NOTE: 1. CONTRACTOR IS TO PROVIDE ROOF CORES AT LOCATIONS OF EXISTING ROOF AS CONTRACTOR IS TO PROVIDE ROOF CORES AT LOCATIONS OF EXISTING ROOF AS REQUIRED TO ASSESS ALL TAPERED INSULATION LOCATIONS.
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EXHAUST FAN REPLACEMENT NOTES: 1. ALL WORK TO BE PERFORMED BY MECHANICAL ALL WORK TO BE PERFORMED BY MECHANICAL CONTRACTOR, UNLESS NOTED OTHERWISE. 2. REPLACE TOTAL OF 22 EXISTING DOME CAP REPLACE TOTAL OF 22 EXISTING DOME CAP EXHAUST FANS AS INDICATED. 3. BASIS OF DESIGN MANUFACTURER: GREENHECK BASIS OF DESIGN MANUFACTURER: GREENHECK 4. MECHANICAL CONTRACTOR TO PROVIDE CURBS MECHANICAL CONTRACTOR TO PROVIDE CURBS TO ROOFING CONTRACTOR, FOR INSTALLATION BY ROOFING CONTRACTOR. 5. ALL NEW EXHAUST FANS TO MATCH EXISTING ALL NEW EXHAUST FANS TO MATCH EXISTING CFM CAPACITY OF EXISTING FANS. ALL FANS TO BE UL LISTED AND RATED FOR WET LOCATIONS. 6. NEW FANS TO BE POWERED BY EXISTING NEW FANS TO BE POWERED BY EXISTING CIRCUITS. ALL FANS TO BE MARKED WITH CORRESPONDING CIRCUITS ELECTRICAL CONNECTIONS TO BE PROVIDED BY ELECTRICAL CONTRACTOR 7. PROVIDE ALL REQUIRED ACCESSORIES AS PROVIDE ALL REQUIRED ACCESSORIES AS REQUIRED FOR COMPLETE OPERATING SYSTEM. 8. PROVIDE EXTRA MATERIALS FOR ATTIC STOCK AS PROVIDE EXTRA MATERIALS FOR ATTIC STOCK AS FOLLOWS: 8.1. 2 SPARE MOTORS FOR EACH EXHAUST FAN 2 SPARE MOTORS FOR EACH EXHAUST FAN SIZE 8.2. 2 SPARE BLOWER WHEELS OR FAN BLADES 2 SPARE BLOWER WHEELS OR FAN BLADES FOR EACH EXHAUST FAN SIZE
DETAILS
A5.1
AS NOTED
All dimensions, measurements and or notification.
project conditions shall be checked and verified in the field by the contractor. Refer all differences, in writing, to the architect for consideration prior to proceeding with the work. The contractor shall bear the cost of rectifying work not approved by the architect, caused by lack of coordination and
HAMMEL ASSOCIATES ARCHITECTS, LLC
MONTGOMERY COUNTY
HOUSING AUTHORITY
ROOF REPLACEMENT AT
GOLDEN AGE MANOR
400 WALNUT STREET
ROYERSFORD, PA. 19468
03.05.2026
25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com
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90 MIL EPDM, FULLY ADHERED TO COVER BOARD
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1/2" COVER BOARD ADHERED TO TOP LAYER OF BASE INSULATION
AutoCAD SHX Text ONE LAYER 2" BASE INSULATION, MECHANICALLY FASTENED W/ TAPERED INSULATION AS REQUIRED, FULLY ADHERED. AVERAGE R-VALUE: 32.69, NOT INCLUDING TAPERED INSULATION CRICKETS
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EXIST CONC DECK
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EXIST CONC DECK, COLUMN AND PARAPET WALL
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12" COVER BOARD
AutoCAD SHX Text 2x PT WOOD BLOCKING
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PREFORMED GALV STL COPING CAP
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PT WOOD BLOCKING
AutoCAD SHX Text ONE LAYER OF 2" BASE INSULATION, MECHANICALLY FASTENED W/ TAPERED INSULATION AS REQUIRED, FULLY ADHERED
AutoCAD SHX Text EPDM ROOF MEMBRANE FULLY ADHERED, WRAP UP PARAPET WALL AND TERMINATE ON EXTERIOR FACE OF WALL
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WRAP EPDM OVER TOP OF CAP AND TERMINATE ON OUTSIDE VERTICAL FACE OF WALL
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12" COVER BOARD
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SEE 1/A5.1 FOR TYPICAL NOTES
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PT WOOD BLOCKING
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EPDM ROOF MEMBRANE FULLY ADHERED
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SCUPPER SECTION
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SCUPPER ELEVATION
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SUMP TAPERED INSULATION AS REQUIRED TO DIRECT WATER TO SCUPPER
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TAPERED INSULATION CRICKET
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WRAP EPDM INTO SCUPPER OPENING
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LAP SEALANT
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EXIST SS SCUPPER AND LEADERBOX TO REMAIN
AutoCAD SHX Text EXIST 4"x3" GALV STL DOWNSPOUT TO REMAIN
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EXIST ± 1" THICK BUILT UPROOFING ASSEMBLY TO BE REMOVED
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EXIST 1/2" FIBER BOARD TO BE REMOVED
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EXIST TAPERED POLYISOCYANURATE INSULATION, 1 1/2" MIN TO BE REMOVED
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EXIST CONC DECK TO REMAIN
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2" BASE INSUL
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TAPERED INSUL
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EXIST BEAM
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EXIST
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AutoCAD SHX Text A5.1
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AutoCAD SHX Text A5.1
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AutoCAD SHX Text A5.1
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AutoCAD SHX Text HIGH TEMPERATURE SELF ADHESIVE ICE AND WATER SHIELD, LAP OVER FRONT EDGE OF DECKING
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STANDING SEAM METAL ROOFING WITH CONCEALED CLIP ATTACHMENT
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COR-A-VENT
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PREFIN METAL RIDGE CAP TO MATCH ROOFING MATERIAL
AutoCAD SHX Text SYNTHETIC UNDERLAYMENT AND/OR HIGH TEMPERATURE SELF ADHESIVE ICE AND WATER SHIELD, SEE ROOF PLAN FOR SPECIFIC LOCATIONS
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EXIST STRUCTURAL FRAMING VIF
AutoCAD SHX Text STANDING SEAM METAL ROOFING INSTALL CLOSED CELL FOAM BACKER ROD AT CENTER OF PANEL TO CREATE A CROWN AND MINIMIZE OIL CANNING OF METAL ROOFING PANEL
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EXIST STRUCTURAL ROOF DECKING TO REMAIN
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CONCEALED CLIP
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EXIST FACE BRICK AT MASONRY COLUMNS
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EXIST ROOF SHEATHING
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STANDING SEAM PANEL
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STANDING SEAM CLIP
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SELF ADHERED VAPOR BARRIER & ICE/ WATER SHIELD
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BRAKE MTL FLASHING AND COUNTER FLASHING
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NEW GUTTER W/ GUTTER STRAP AND DOWNSPOUT TO MATCH EXISTING
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TAPE SEALANT
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EXIST FRAMING
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EXTENTS OF EXIST BRICK, BEYOND
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NEW ALUMN CLADDING TO MATCH ROOF/GUTTER
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EXIST PERFORATED METAL PREFIN SOFFIT TO REMAIN
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EXIST LIGHT FIXTURES TO BE REPLACED, TOTAL OF 5
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EXISTING STRUCTURAL DECKING
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SEALANT ES-1
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EXIST BRICK WALL
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EXISTING STRUCTURAL FRAMING
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SAWCUT REGLET PARALLEL TO ROOF SLOPE
AutoCAD SHX Text PREFIN MTL TO MATCH ROOFING, COUNTER FLASHING WITH SPRING FORM EDGE SET IN SAWCUT REGLET
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SIDEWALL FLASHING
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HIGH TEMP ICE & WATER SHIELD, TURN UP BRICK
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STANDING SEAM METAL ROOFING
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TYPICAL
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PARAPET DETAIL
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AutoCAD SHX Text 1 1/2" - 1'-0"
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ROOF DRAINAGE
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SCUPPER DETAIL
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AutoCAD SHX Text 1 1/2" - 1'-0"
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TYP PROPOSED ROOF
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ASSEMBLY SECTION
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AutoCAD SHX Text 1 1/2" - 1'-0"
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FILE NUMBER
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DRAWN BY
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SCALE
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SHEET TITLE
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ISSUE DATE
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CHECKED BY
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PROJECT DESCRIPTION
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KEY PLAN
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REVISIONS
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STAMP
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LOW RCP AT
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REAR ENTRY
AutoCAD SHX Text A5.1
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AutoCAD SHX Text 1/4" = 1'-0"
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LOW ROOF PLAN AT
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REAR ENTRY
AutoCAD SHX Text A5.1
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AutoCAD SHX Text 1/4" = 1'-0"
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TYPICAL HIP/RIDGE DTL @
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STANDING SEAM MTL ROOF
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AutoCAD SHX Text 1 1/2" = 1'-0"
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TYPICAL PROPOSED DTL @
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STANDING SEAM MTL ROOF
AutoCAD SHX Text A5.1
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AutoCAD SHX Text 1 1/2" = 1'-0"
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EAVE DETAIL AT
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STANDING SEAM MTL ROOF
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AutoCAD SHX Text A5.1
AutoCAD SHX Text 1 1/2" = 1'-0"
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TYPICAL
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SIDEWALK FLASHING AT BRICK DETAIL
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AutoCAD SHX Text A5.1
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text EXTERIOR LIGHTING NOTES: 1. ALL WORK TO BE PERFORMED BY ELECTRICAL ALL WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR. 2. REPLACE TOTAL OF 5 RECESSES SOFFIT REPLACE TOTAL OF 5 RECESSES SOFFIT FIXTURES AS INDICATED. 3. LIGHT SIZE TO MATCH EXISTING SOFFIT LIGHT SIZE TO MATCH EXISTING SOFFIT OPENING, NOMINALLY 8" (TOTAL OF 1 FIXTURE) AND 6" (TOTAL OF 4 FIXTURES. VERIFY SIZE PRIOR TO ORDERING. 4. ALL NEW LIGHT FIXTURES TO HAVE INTEGRAL ALL NEW LIGHT FIXTURES TO HAVE INTEGRAL LED FIXTURE WITH 4000K COLOR TEMPERATURE. COLOR TO BE WHITE. ALL FIXTURES TO BE UL LISTED AND RATED FOR WET LOCATIONS. 5. LIGHTING TO BE POWERED BY EXISTING LIGHTING TO BE POWERED BY EXISTING CIRCUITS. 6. PROVIDE DRIVERS, CONTROLLERS TRIM RINGS PROVIDE DRIVERS, CONTROLLERS TRIM RINGS OR OTHER ACCESSORIES AS REQUIRED FOR COMPLETE OPERATING SYSTEM.
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TYP EXISTING ROOF
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ASSEMBLY SECTION
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AutoCAD SHX Text A5.1
1 1/2" = 1'-0"
DETAILS
A5.2
AS NOTED
All dimensions, measurements and or notification.
project conditions shall be checked and verified in the field by the contractor. Refer all differences, in writing, to the architect for consideration prior to proceeding with the work. The contractor shall bear the cost of rectifying work not approved by the architect, caused by lack of coordination and
HAMMEL ASSOCIATES ARCHITECTS, LLC
MONTGOMERY COUNTY
HOUSING AUTHORITY
ROOF REPLACEMENT AT
GOLDEN AGE MANOR
400 WALNUT STREET
ROYERSFORD, PA. 19468
03.05.2026
25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com
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NOT USED
AutoCAD SHX Text A5.2
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EXIST CONC DECK
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EXIST MASONRY WALL
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EXIST CONC DECK
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EXIST VENT THROUGH ROOF
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EXIST CONC DECK
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EXIST PIPE & CONDUIT TO REMAIN
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NEW TAPERED INSUL
AutoCAD SHX Text ONE LAYER OF 2" BASE INSULATION, MECHANICALLY FASTENED W/ TAPERED INSULATION AS REQUIRED, FULLY ADHERED
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EPDM ROOF MEMBRANE FULLY ADHERED
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EPDM MEMBRANE FULLY ADHERED
AutoCAD SHX Text NEW 2x6 PT WD NAILER
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EPDM MEMBRANE ON BONDING ADHESIVE
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CUT EDGE SEALANT
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LAP SEALANT
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WATER CUT-OFF MASTIC
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TERMINATION BAR & SEALANT
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LAP SEALANT
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FASTENER & FASTENING PLATE
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NEW PRE-MOLDED PIPE FLASHING (SPLIT PIPE BOOT WITH LIMITED TOP ACCESS)
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STAINLESS STEEL CLAMPING RING WATER CUT-OFF MASTIC
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EPDM MEMBRANE ON BONDING ADHESIVE
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LAP SEALANT
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GALV MTL CAP & CLEATS
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PIPE CAP & BASE VIF FOR NUMBER VIF FOR NUMBER OF PENETRATIONS & SIZES
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STAINLESS STEEL CLAMPING RING WATER CUT-OFF MASTIC
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MANUFACTURER'S PREFABRICATED SEALANT POCKET CURB
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EPDM MEMBRANE ON BONDING ADHESIVE
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CUT EDGE SEALANT
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LAP SEALANT
AutoCAD SHX Text NOTES: 1. USE ONE CONTINUOUS SHEET OF USE ONE CONTINUOUS SHEET OF REINFORCED EPDM MEMBRANE TO WRAP CURB, WHERE POSSIBLE. 2. PROVIDE "T-JOINT" COVER AT ALL FIELD PROVIDE "T-JOINT" COVER AT ALL FIELD SPLICE INTERSECTIONS. 3. PROVIDE MANUFACTURER'S STANDARD PROVIDE MANUFACTURER'S STANDARD PREMOULDED OUTSIDE CORNERS WHERE APPLICABLE.
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FASTEN MEMBRANE @ 12" OC MAX
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PREMANUFACTURED ROOF CURB, OR EXIST. CURB TO REMAIN
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EXIST MECH EQUIPMENT, DUCT OR TO REMAIN
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GALV MTL FLASHING
AutoCAD SHX Text USE ONE EPDM CURB WRAP CORNER AT EACH CORNER OF THE CURB. HOT AIR WELD ALL SEAMS IN ACCORDANCE WITH STANDARD SPLICING METHODS.
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T-JOINT COVER
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EPDM MEMBRANE ON BONDING ADHESIVE
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ONE-PART POURABLE SEALER
AutoCAD SHX Text PT 2x6 WD BLOCK
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EXISTING MECH EQUIPMENT TO REMAIN
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PREMANUFACTURED ROOF CURB
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FASTENER & SEAM FASTENING PLATE
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CONT GALV MTL REGLET COUNTER FLASHING IN MORTAR JOINT
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CONT SEALANT ES-1
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ROOF EDGE DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
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ROOF CURB DETAIL W/
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CONDUIT SUPPORT SYSTEM
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
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ROOF VENT DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
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ROOF CURB DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
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ROOF CURB DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
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SEALANT POCKET DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text 2x6 PT WD NAILER FASTENER & FASTENING PLATE
AutoCAD SHX Text 2x6 PT WD NAILER FASTENER & FASTENING PLATE
AutoCAD SHX Text 2x6 PT WD NAILER FASTENER & FASTENING PLATE
AutoCAD SHX Text 2x6 PT WD NAILER FASTENER & FASTENING PLATE
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LAP SEALANT
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AIRFLOW
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EXIST STAINLESS STEEL CAP, PNT
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EPDM MEMBRANE FULLY ADHERED
AutoCAD SHX Text ONE LAYER OF 2" BASE INSULATION, MECHANICALLY FASTENED W/ TAPERED INSULATION AS REQUIRED, FULLY ADHERED
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8" ROOF CURB
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8" ROOF CURB
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NEW GALVANIZED CURB ROOF FLASHING. EXTEND TO TOP OF CHUTE
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SS CHUTE SUPPORT BEYOND SHOWN DASHED
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TRASH CHUTE /
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EXHAUST FAN DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text NOTES: 1. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD FABRICATED PIPE SEAL. 2. PRESSURE-SENSITIVE FLASHING WRAPPED AROUND THE PIPE SHALL HAVE 3" MINIMUM MEMBRANE SPLICE. 3. TEMPERATURE OF METAL COLLAR MUST NOT EXCEED 180° F.4. IN COLDER TEMPERATURES, A HEAT GUN MUST BE USED WHEN FORMING PRESSURE-SENSITIVE FLASHING.
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EPDM MEMBRANE ON BONDING ADHESIVE
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HEAT RESISTANT SEALANT
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HOT STACK DETAIL
AutoCAD SHX Text A5.2
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AutoCAD SHX Text 1 1/2" = 1'-0"
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METAL COLLAR
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EXISTING HOT PIPE
AutoCAD SHX Text RAIN HOOD w/ STAINLESS STEEL CLAMP
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CUT EDGE SEALANT
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ROOF CURB
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2X PT WOOD NAILER
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LAP SEALANT
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