2-2026-09-21 Plains Township Municipal Building Roof Replacement - IFB.pdf

PDF 442 KB Posted Sep 23, 2026

Attached to: Plains Township Municipal Building Roof Replacement
Solicitation number: Not on record
Issued by: Luzerne County, Pittsburgh City, Pennsylvania

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Written by GovTribe AI · Sep 30, 2026

This is an Invitation for Bids (IFB) document issued by the Plains Township Board of Commissioners in Pennsylvania for the replacement of the roof at the Plains Township Municipal Building located at 126 N. Main Street in Plains, Pennsylvania. The project encompasses the complete replacement of the existing roof and all associated incidental work. Sealed bids must be submitted online through the PennBid Program no later than 12:00 pm local time on October 6, 2026. Bids will be publicly opened at the offices of Verdantas located at 613 Baltimore Drive, Suite 300, Wilkes-Barre, PA 18702-7903, and will be evaluated at the regularly scheduled Plains Township Board of Commissioners meeting on Thursday, October 8, 2026, at 7:00 pm at the Plains Township Fire Department Fox Hill Station, 50 Second Street, Plains, PA 18705. All bidding documents are available at no cost through the PennBid platform at https://pennbid.bonfirehub.com. This project is awarded as a single prime contract on a lump sum and unit price basis with alternate bids as specified in the bid form. No pre-bid conference has been scheduled as of the document date, though any changes will be communicated via addendum through the PennBid Program.

Bid security equal to 10 percent of the bidder's maximum bid price must accompany each submission, along with all required forms, statements, affidavits, and certifications as listed in Article 7 of the bid form. All workers on the project must be paid in accordance with Pennsylvania Prevailing Wage Act 442 minimum wage requirements throughout the contract duration. The Plains Township Board of Commissioners does not discriminate in contracting based on race, color, national origin, sex, religion, age, disability, or familial status.

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CALL BEFORE YOU DIG!!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAY NOTICE FOR

CONSTRUCTION PHASE AND 10

WORKING DAY IN DESIGN STAGE

STOP CALL!!

PENNSYLVANIA ONE CALL SYSTEM

1-800-242-1776

PLAINS TOWNSHIP

MUNICIPAL BUILDING

ROOF REPLACEMENT

126 NORTH MAIN STREET

PLAINS, PA, 18705

LOCATION MAP

GOOGLE MAPS

PROJECT

LOCATION

T N

O R

LIST OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

CS COVERSHEET

ARCHITECTURAL

AG001 LEGENDS, NOTES AND ABBREVIATIOINS

AG002 SPECIFICATIONS & CODE REVIEW

AD101 ROOF DEMOLITION PLAN

AC101 ROOF NEW WORK PLAN

SHEET

D R

B Y:

C H

D B

DATE

T N

SCALE

A R

Y N

O T

O N

U C

PROJECT STATUS

A D

, A

T O

2 3 4 5 6 7 8

AS NOTED

N E~

C O

T C

M R

R E

D R

E, S U

S-

R E, P A

-8

-1

ISSUED FOR BID

09/21/2026

M U

L B

R O

O F

N o.

N D

C H

K' D

B Y

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALUM. ALUMINUM

ARCH ARCHITECT / ARCHITECTURAL

ASPH ASPHALT

BD BOARD

BLDG. BUILDING

BLK BLOCK(ING)

BM BEAM

BRG BEARING

BRK BRICK

BS BOTTOM OF SLAB

BTM BOTTOM

CJ CONTROL JOINT

CLO. CLOSET

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

D / DRN DRAIN

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DP DAMPROOF(ING)

DR DOOR

DS DOWNSPOUT

DW DISHWASER

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EIFS EXTERIOR INSUL. FINISH SYSTEM

ELECT. ELECTRICAL

ELEV ELEVATION

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EXIST. EXISTING

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FL FLOOR

FLUOR FLUORESCENT

FOS FACE OF STUDS

FR(G) FRAME(ING)

FT FEET OR FOOT

FUR FURRING

FVC FIRE VALVE CABINET

GA GAGE OR GAUGE

GALV GALVANIZE(D)

GC GENERAL CONTRACTOR

GL GLASS

GM GALVANIZED METAL

GR GRADE

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM BOARD

HC HOLLOW CORE

"H" HANDICAPPED ACCESSIBLE

HDW HARDWARE

HM HOLLOW METAL

HORZ HORIZONTAL

HT HEIGHT

HTR HEATER

ID INSIDE DIAMETER

INFO INFORMATION

INSUL INSULATION OR INSULATED

INT INTERIOR

JT JOINT

KO KNOCKOUT

LAM LAMINATE

LAV LAVATORY

LP LOW POINT

MFGR MANUFACTURER

MANUF MANUFACTURER

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NO NUMBERS

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PL. LAM PLASTIC LAMINATE

PTN PARTITION

PL PROPERTY LINE

PLUM PLUMBING

PLYWD PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PTS POINTS

R RADIUS

REF REFRIGERATOR

REINF REINFORCE(ING)

REQ'D REQUIRED

REV REVISE / REVISION

RM ROOM

RSTRM RESTROOM

SAN SANITARY

SECT SECTION

SCHED SCHEDULE(D)

SF SQUARE FOOT (FEET)

SIM SIMILAR

SPLSH BLK SPLASH BLOCK

SPEC SPECIFICATION

STL STEEL

STRUCT STRUCTURAL / STRUCTURE

SUSP SUSPEND / SUSPENDED

TEMP TEMPERED

TH THRESHOLD

THK THICK / THICKNESS

THRU THROUGH

TOS TOP OF SLAB

TYP TYPICAL

UL UNDERWRITERS LABORATORY

VCT VINYL COMPOSITION TILE

VEST VESTIBULE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

& AND

@ AT

' FEET

" INCHES

ABBREVIATIONS GENERAL NOTES

FIN.

1ST. FL.

E L E V A T I O N

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

D E T A I L

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

S E C T I O N

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

A100

AXXX

DRAWING NAME

AND TAG

SECTION TAGS

ELEVATION TAGS

BUILDING

ELEVATION TAG

COLUMN

CENTERLINE TAG

DOOR TAG

WINDOW TAG

ROOM NAME /

NUMBER TAG

PARTITION TAG

SXSHELF TAG

NORTH ARROW

REVISION TAG

ANNOTATIONS

AXXX

DETAIL TAG

REVISION CLOUD

XXXXXXXXXXXXXXXXXXXXXXXXXX

TEXT APPEARANCE

NOTING ELEMENTS

EP WH

ELECTRICAL PANEL

OR WALL HEATER

NOTE TAG

DEMOLITION

LOW

HIGHELEVATION CHANGE

MATCH LINE

REF: DWG

MATCH LINE

REF: DWG

.00

CONSTRUCTION

MATCH LINE TAG

SPOT

ELEVATION TAG NEW EXISTING

WXX

XXXXX

220D

X-XXX

X X

FLOOR PLAN

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

AXXX

DRAWING LEGEND

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

CODES:

PENNSYLVANIA STATE CODE:

THIS PROJECT IS DESIGNED TO BE IN COMPLIANCE WITH THE GOVERNING EDITIONS OF THE

PENNSYLVANIA DEPARTMENT OF LABOR AND INDUSTRY UNIFORM CONSTRUCTION CODE,

INCLUDING THE FOLLOWING APPLICABLE CODES:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL MECHANICAL CODE.

2021 INTERNATIONAL FIRE CODE.

2019 NFPA-13 FOR INSTALLATION OF SPRINKLER SYSTEMS.

2021 INTERNATIONAL PLUMBING CODE.

2020 NATIONAL ELECTRIC CODE

CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CONDITIONS, LAWS, RULES, REGULATIONS

AND ORDINANCES OF FEDERAL, STATE, COUNTY, OR AUTHORITIES RELATING THERE-TO. NO

WORK SHALL BEGIN AT THE SITE UNTIL APPLICABLE APPROVALS AND REQUIRED PERMITS HAVE

BEEN OBTAINED BY THE CONTRACTOR(S) COVERING SUCH WORK. SUBCONTRACTORS ARE TO

VERIFY AND ASSURE PROPER CODE COMPLIANCE FOR ALL ASPECTS OF CONSTRUCTION WITHIN

THEIR RESPECTIVE TRADES. PERMITS ARE TO BE PART OF WORK.

SUBCONTRACTORS SHALL VERIFY AND ASSURE PROPER CODE COMPLIANCE FOR ALL ASPECTS

OF CONSTRUCTION WITHIN THEIR RESPECTIVE TRADES. OBTAINING PERMITS SHALL BE PART OF

THEIR RESPONSIBILITY

THE SCOPE OF THE PROJECT INCLUDES ALL WORK SHOWN OR INFERRED ON THE DRAWINGS AND

SPECIFICATIONS TO BE PERFORMED BY THE PRIME CONTRACTOR(S) AND THEIR QUALIFIED

SUBCONTRACTORS.

CONTRACTOR DESIGNATIONS:

GENERAL CONTRACTOR - G.C.

MECHANICAL CONTRACTOR - M.C.

PLUMBING CONTRACTOR - P.C.

ELECTRICAL CONTRACTOR - E.C.

ALL CONTRACTORS WILL:

SAFEGUARD THE OWNER'S PROPERTY AND THE ADJACENT PROPERTIES DURING

CONSTRUCTION. CONTRACTORS SHALL REPLACE ANY AND ALL MATERIALS TO THEIR

ORIGINAL CONDITIONS AT THE CONTRACTOR'S EXPENSE.

VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOBSITE BEFORE COMMENCEMENT

OF WORK; REPORT ALL ERRORS AND OMISSIONS OR DISCREPANCIES TO THE

ARCHITECT / ENGINEER IN WRITING PRIOR TO THE START OF WORK. IN ALL CASES

WHERE CONFLICTS MAY OCCUR THE ARCHITECT SHALL BE NOTIFIED AND WILL

INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS.

INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS AND DIMENSIONS OF

THE PROJECT AND SHALL NOTIFY THE ARCHITECT / ENGINEER OF ANY CONDITION

REQUIRING MODIFICATIONS OR CHANGES BEFORE PROCEEDING WITH THE WORK. DO

NOT SCALE DRAWINGS.

PROTECT AND STORE ALL FIXTURES, HARDWARE, ETC., AS WELL AS EQUIPMENT

SPECIFIED HEREIN FOR THE DURATION OF THE JOB.

COORDINATE WITH LOCAL UTILITIES FOR WATER, DRAINAGE, GAS, ELECTRICAL

SERVICES, ETC., FOR APPLICABLE CONNECTIONS AS MAY BE REQUIRED.

BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS WITH PROPER AUTHORITIES

DURING CONSTRUCTION AND NOTIFYING THE ARCHITECT / ENGINEER AND OWNER OF

ALL INSPECTIONS. THE G.C. IS RESPONSIBLE FOR SCHEDULING FINAL INSPECTION SO

THAT OWNER MAY RECEIVE AN "OCCUPANCY PERMIT".

INTERIOR DIMENSIONS ARE TAKEN TO FACE OF GYPSUM BOARD, MASONRY OR COLUMN CENTER

LINES UNLESS OTHERWISE NOTED.

ALL CONTRACTORS WILL BE REQUIRED TO OBTAIN AND EXAMINE A FULL SET OF DRAWINGS AND WILL HAVE VISITED THE JOB SITE. THEY SHALL BE FAMILIAR WITH AND BE SATISFIED TO THE

CONDITIONS UNDER WHICH THEY WILL BE OBLIGED TO OPERATE AND PERFORM PRIOR TO

SUBMITTING A BID FOR THEIR TRADE FOR SPECIFIC CONSTRUCTION.

THE G.C. SHALL BE RESPONSIBLE FOR COORDINATING THE CONSTRUCTION WITH ALL

CONTRACTORS.

THE G.C. SHALL PREPARE, IN CONJUNCTION WITH THE OTHER CONTRACTORS A CONSTRUCTION

SCHEDULE INCLUDING EACH TRADE ENGAGED FOR THE DURATION OF THE WORK AND DISTRIBUTE

A COPY TO OWNER AND ARCHITECT / ENGINEER.

ALL CONTRACTORS SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT / ENGINEER FOR

APPROVAL AS NOTED IN THE SPECIFICATIONS. MANUFACTURER'S NAMES AND MODEL NUMBERS

ARE USED TO PROVIDE AN INDICATION OF QUALITY, STYLE AND SIZE DESIRED. OTHER

MANUFACTURER'S MODELS, QUALITY STYLE AND SIZES MAY BE SUBMITTED BUT SHALL OTHER

MANUFACTURER'S MODELS, QUALITY STYLE AND SIZES MAY BE SUBMITTED BUT SHALL PROCESS.

EXISTING MATERIALS SCHEDULED FOR REUSE SHALL BE STORED BY CONTRACTOR AS REQUIRED.

EXISTING MATERIALS SCHEDULED FOR TURNOVER TO THE OWNER SHALL BE REMOVED BY THE

CONTRACTOR; MOVED BY THE CONTRACTOR TO OWNER'S DESIGNATED AREA WITHIN THE

BUILDING.

MATERIALS DAMAGED OR OTHERWISE DEEMED UNUSABLE BY ARCHITECT, ENGINEER OR OWNER

SHALL BE DISPOSED OF BY CONTRACTOR IN A LEGAL AND SAFE MANNER.

INTERRUPTION OF ELECTRIC, WATER, SANITARY, GAS OR HEATING SERVICE, PHONE, CATV OR MECHANICAL EQUIPMENT TO THE BUILDING SHALL NOT BE PERMITTED WITHOUT ONE WEEK PRIOR

WRITTEN NOTICE TO THE OWNER.

SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S SHOP DRAWING APPROVAL STAMP INDICATING

THAT ALL DIMENSIONS AND ASSEMBLY OF COMPONENTS HAVE BEEN CROSS-CHECKED W/ EACH

RESPECTIVE TRADE FOR COMPLIANCE WITH THE PROJECT REQUIREMENTS. THE ARCHITECT /

ENGINEER WILL NOT PROCESS SHOP DRAWINGS WITHOUT THE CONTRACTOR'S STAMP.

THE G.C. SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS THAT ARE LOCATED SUCH THAT

CONSTRUCTION PERSONNEL SHALL HAVE A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO

OBTAIN AN EXTINGUISHER AND SHALL PROVIDE A MINIMUM OF 2 PER FLOOR INCLUDING

BASEMENT. FIRE EXTINGUISHERS SHALL BE MINIMUM 10 LBS AND BE CAPABLE OF EXTINGUISHING

CLASSES A, B, C AND D TYPE FIRES.

SPECIAL CARE IS TO BE TAKEN TO INSURE THAT RATED PARTITIONS AND OTHER ASSEMBLIES

POSITIVELY SEALED AT ALL CONDUITS, DUCTWORK, PIPING OR ANY OTHER PENETRATIONS. EACH

CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING THEIR PENETRATIONS TO MEET THE FIRE

RATED ASSEMBLY REQUIREMENTS.

EACH CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING THEIR OWN PENETRATIONS.

MATERIALS USED FOR PATCHING SHALL THE SAME AS THE ADJACENT MATERIALS AND SHALL BE

APPROVED BY THE ARCHITECT / ENGINEER.

THE CONTRACTOR SHALL PROVIDE MATERIAL SAFETY DATA SHEETS (M.S.D.S.) FOR ALL

CHEMICALS USED AT THE SITE FOR THE REVIEW OF THE CLIENT. THIS DOCUMENTATION MUST BE

KEPT ON SITE AND READILY ACCESSIBLE AT ALL TIME DURING THE PROJECT.

THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM

CONTRACT DOCUMENTS REQUIREMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS

OR OTHER SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIME OF THE SUBMITTAL AND SUCH DEVIATION HAS BEEN

APPROVED IN WRITING. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR

ERRORS OR OMISSIONS IN SUCH SUBMITTALS BY THE ARCHITECT'S APPROVAL THEREOF.

THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION IN WRITING ON SHOP DRAWINGS AND

SIMILAR SUBMITTALS TO REVISIONS OTHER THAN THOSE REQUESTED BY THE ARCHITECT ON

PREVIOUS SUBMITTALS. IN THE ABSENCE OF THE CONTRACTOR'S WRITTEN NOTICE, THE

ARCHITECT'S APPROVAL OF A RESUBMISSION SHALL NOT APPLY TO SUCH REVISIONS.

AC# AD#

PROJECT NORTH

SHEET

D R

B Y:

C H

D B

DATE

T N

SCALE

A R

Y N

O T

U C

PROJECT STATUS

A D

, A

T O

2 3 4 5 6 7 8

AS NOTED

N E~

AG001

S, N

S A

N D

A B

B R

M R

E_ O

N _S

A, PE

R E

D R

E, S U

S-

R E, P A

-8

-1

ISSUED FOR BID

09/21/2026

M U

L B

R O

O F

SHEET

NUMBER SHEET NAME 09

/21 /20

GENERAL

CS COVERSHEET X

ARCHITECTURAL

AG001 LEGENDS, NOTES AND ABBREVIATIOINS X

AG002 SPECIFICATIONS & CODE REVIEW X

AD101 ROOF DEMOLITION PLAN X

AC101 ROOF NEW WORK PLAN X

ARCHITECTURAL DRAWINGS

LIST & ISSUANCE LOG

N o.

N D

C H

K' D

SECTION 01 30 00 - ADMINISTRATION REQUIREMENTS

REFER TO PROJECT MANUAL FOR DIVISION 00 AND 01.

DIVISION #1 - GENERAL REQUIREMENTS

SPECIFICATIONS

SECTION 07 90 00 - JOINT PROTECTION

HIGH PERFORMANCE: GENERAL PURPOSE EXTERIOR ( NON-TRAFFIC ) SEALANT: ASTM C-920,

GRADE NS, CLASS 25, USES M, G AND A; SINGLE OR MULTI-COMPONENT.

COLOR: STANDARD COLORS MATCHING FINISHED SURFACES. COLOR SELECTED BY ARCHITECT.

APPLICATION: USED FOR:

CONTROL, EXPANSION AND SOFT JOINTS IN MASONRY.

JOINTS BETWEEN CONCRETE AND OTHER MATERIALS

JOINTS BETWEEN METAL FRAMES AND OTHER MATERIAL.

OTHER EXTERIOR NON-TRAFFIC JOINTS FOR WHICH NO OTHER SEALANTS ARE INDICATED.

EXTERIOR FOAM EXPANSION JOINT SEALER: PRE-COMPRESSED FOAM SEALER; POLYURETHANE

WITH WATER-REPELLENT, PRODUCTS RECOMMENDED BY MANUFACTURER FOR TRAFFIC BEARING

USE.

COLOR: STANDARD COLORS MATCHING FINISHED SURFACES. COLOR SELECTED BY ARCHITECT.

APPLICATION: USE FOR EXTERIOR WALL EXPANSION JOINTS.

EXTERIOR METAL LAP JOINT SEALANT: BUTYL OR POLYISOBUTYENE, NON-DRYING, NON-SKINNING, NON-CURRING:

APPLICATIONS: USE FOR CONCEALED SEALANT BEAD IN SHEET METAL WORK AND CONCEALED

SEALANT BEAD IN SIDING OVERLAPS.

SEALANT FOR CONTINUOUS WATER IMMERSION: POLYSULFIDE OR POLYURETHANE; ASTM C-920,

GRADE NS, CLASS 25, USES M AND A; APPROVED BY MANUFACTURER FOR CONTINUOUS WATER

IMMERSION; SINGLE OR MULTI-COMPONENT:

APPLICATIONS: USE FOR JOINTS IN FOUNTAIN POOL, AQUARIUM JOINTS.

COLOR: SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS.

INTERIOR SEALANT AND SEALANT PRIMERS: MAXIMUM VOLATILE ORGANIC COMPOUND

CONTENT IN ACCORDANCE WITH SCAQMD RULL 1168.

SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM

SHEET MATERIALS:

PRE-FINISHED ALUMINUM: ASTM B209 (ASTM B209, 0.040 INCH THICK; PLAIN FINISH SHOP PRE-

COATED WITH FLUOROPOLYMER COATING.

POLYVINYLIDENE FLUORIDE (PVDF) COATING: SUPERIOR PERFORMING ORGANIC POWDER

COATING, AAMA 2605; PRETREATED METAL WITH TWO-COAT SYSTEM INCLUDING PRIMER AND

COLOR COAT WITH AT LEAST 70 PERCENT PVDF COATING.

COLOR AS SELECTED BY ARCHITECT FROM FULL RANGE OF COLORS.

FASCIA:

ALUMINUM, 0.40 GAUGE FASCIA, SECUREDGE 200 OR EQUAL. COLOR BY ARCHITECT FROM

MANUFACTURER'S FULL RANGE.

FABRICATION AND FINISH:

FORM SECTIONS TRUE TO SHAPE, ACCURATE IN SIZE, SQUARE, AND FREE FROM DISTORTION

OR DEFECTS, IN LONGEST POSSIBLE LENGTHS

FORM MATERIAL WITH FLAT LOCK SEAMS, EXCEPT WHERE OTHERWISE INDICATED; AT MOVING

JOINTS, USE SEALED LAPPED, BAYONET-TYPE OR INTERLOCKING HOOKED SEAMS.

PROVIDE ACCESSORIES AND SEALANTS AS REQUIRED

DIVISION #6 - WOOD, PLASTICS AND COMPOSITES:

SECTION 06 10 00 - ROUGH CARPENTRY (CONTINUED)

SHEATHING MATERIALS:

WOOD STRUCTURAL PANEL ROOF SHEATHING: APA-EWA; STRUCTURAL I, C-D PLYWOOD, SPAN

RATING 48/24, APA RATED, EXPOSURE DURABILITY EXTERIOR; UN-SANDED.

WOOD STRUCTURAL PANEL WALL SHEATHING: APA-EWA; STRUCTURAL I, C-D PLYWOOD, SPAN

RATING 48/24, APA RATED EXPOSURE DURABILITY EXTERIOR; UN-SANDED.

ACCESSORIES:

FASTENERS: ASTM A153 / A153M, HOT DIPPED GALVANIZED, ASTM B695, MECHANICALLY

GALVANIZED STEEL FOR HIGH HUMIDITY AND PRESERVATIVE-TREATED WOOD LOCATIONS:

NAILS AND STAPLES: ASTM F1667.

ANCHORS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY. EXPANSION SHIELD

AND LAG BOLT TYPE FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE BOLT OR

BALLISTIC FASTENER FOR ANCHORAGES TO STEEL.

DIVISION #7 - THERMAL AND MOISTURE

PROTECTION:

SECTION 07 53 03 - ELASTOMERIC MEMBRANE ROOFING - FULLY ADHERED EPDM

SINGLE PLY ROOFING ASSEMBLY: CARLISLE SYNTEC SYSTEMS, SURE-SEAL FULLY ADHERED EPDM

ROOFING SYSTEM OR APPROVED EQUAL:

60 MIL NON-REINFORCED, BLACK EPDM MEMBRANE, MAXIMUM WIDTH AND LENGTH.

ADHESIVE: AS RECOMMENDED BY MANUFACTURER.

VAPOR BARRIER; VAP AIR SEAL MD OR EQUAL

INSULATION: ASTM C1289 , TYPE II, CLASS 2 GRADE 2 POLYISOCYANURATE INSULATION WITH (CGF) COATED GLASS FACERS. BASIS OF DESIGN: SECURE SHIELD OR EQUAL. MIN R-30 AVG ON

ROOF. 2 LAYERS OF 2.5" WITH 1" MINIMUM TAPERED INSULATION.

THERMAL RESISTANCE: LTTR = R-5.7 PER ONE INCH.

COMPRESSIVE STRENGTH: MINIMUM 20 PSI.

WATER ABSORPTION: ASTM C209, <1% BY VOLUME

TAPERED INSULATION: 1/4 INCH PER 1 FOOT.

1/2" SECURE SHIELD HD COVER BOARD, OR EQUAL

PROVIDE WALK PADS TO ACCESS ROOFTOP UNITS FOR SERVICE.

WARRANTY: FURNISH 20 YEAR NO-DOLLAR LIMIT WATERTIGHT WARRANTY AND 80 MPH PEAK

GUST WIND SPEED ROOF SYSTEM. MANUFACTURER'S WARRANTY SHALL INCLUDE COVERAGE

OF MATERIALS, INSTALLATION AND DAMAGE TO BUILDING RESULTING FROM FAILURE TO RESIST

PENETRATION OF MOISTURE.

ROOF EDGING: CARLISLE SYN TEC SYSTEMS SECURE EDGE 200 FASCIA, NON-PENETRATING OR

APPROVED EQUAL:

2 PIECE, 0.040 ALUMINUM.

FINISH: KYNAR 500 WITH 2 YEAR STANDARD WARRANTY

COLOR: SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE.

RE-2 BLOW-OFF RESISTANCE: 150 LBS. PER SQ. FT.

LENGTH: 12 FEET.

PREPARATION AND INSTALLATION: AS PER MANUFACTURER'S INSTRUCTIONS.

DIVISION #6 - WOOD, PLASTICS AND COMPOSITES:

SECTION 06 10 00 - ROUGH CARPENTRY

LUMBER MATERIALS:

LUMBER GRADING RULES: NELMA, AND STATE AND LOCAL CODES. ALL LUMBER SHALL BE

STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING AGENCY.

MISCELLANEOUS BLOCKING: SPRUCE PINE FIR ( SPF ) NO. W2 OR BETTER OR HEM-FIR NO. 2 OR

BETTER; 19 PERCENT MAXIMUM MOISTURE CONTENT.

2021 I.E.B.C. CODE REVIEW

TABLE C301.1 - CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID

DESIGNATIONS

STATE PENNSYLVANIA

COUNTY LUZERNE

CLIMATE ZONE AND MOISTURE DESIGNATION 5A

TABLE C402.1.3 - OPAQUE THERMAL ENVELOPE INSULATION COMPONENT

MINIMUM REQUIREMENTS - R-VALUE METHOD

ROOFS

INSULATION ENTIRELY ABOVE ROOF DECK R-30 ci

GENERAL EXISTING BUILDING DATA

BUILDING AREA

ROOF AREA 5,040 S.F.

NOTE: THE OCCUPANCY CLASSIFICATIONS FOR THE SPACES WITHIN THIS

BUILDING SHALL REMAIN THE SAME AS CURRENTLY UTILIZED. THIS PROJECT

DOES NOT INCLUDE RELOCATION, ADDITION OR CHANGE OF OCCUPANCY,

ONLY REPAIRS AND ALTERATIONS/UPGRADES.

CHAPTER 1 - SCOPE AND APPLICATION

SECTION 101 - GENERAL

101.4 APPLICABILITY

THIS CODE SHALL APPLY TO THE REPAIR, ALTERATION, CHANGE OF

OCCUPANCY, ADDITION AND RELOCATION OF EXISTING BUILDINGS.

101.4.2 BUILDINGS PREVIOUSLY OCCUPIED

THE LEGAL OCCUPANCY OF ANY EXISTING BUILDING SHALL BE PERMITTED TO

CONTINUE WITHOUT CHANGE EXCEPT AS SPECIFICALLY REQUIRED BY THIS

CODE.

NOTE: THIS PROJECT CONSISTS SOLELY OF REPLACEMENT OF THE EXISTING

ROOFING SYSTEM AND ROOF INSULATION. NO ADDITION, RELOCATION, CHANGE

OF OCCUPANCY, OR EXPANSION OF THE BUILDING AREA IS PROPOSED.

101.5 SAFEGUARDS DURING CONSTRUCTION

CONSTRUCTION WORK COVERED BY THIS CODE, INCLUDING ANY RELATED

DEMOLITION ACTIVITIES, SHALL COMPLY WITH CHAPTER 15.

CHAPTER 3 - PROVISIONS FOR ALL COMPLIANCE METHODS

SECTION 301 - ADMINISTRATION

301.3.2 WORK AREA COMPLIANCE METHOD

ALTERATIONS COMPLYING WITH THE APPLICABLE REQUIREMENTS OF

CHAPTERS 6 THROUGH 12 SHALL BE CONSIDERED IN COMPLIANCE WITH THE

PROVISIONS OF THIS CODE.

302.5 NEW AND REPLACEMENT MATERIALS

MATERIALS INSTALLED AS PART OF THIS PROJECT SHALL COMPLY WITH THE

REQUIREMENTS APPLICABLE TO NEW CONSTRUCTION. LIKE MATERIALS SHALL

BE PERMITTED WHERE UNSAFE CONDITIONS ARE NOT CREATED.

[BS] 302.5.1 NEW STRUCTURAL MEMBERS AND CONNECTIONS

NEW STRUCTURAL MEMBERS AND CONNECTIONS, WHERE PROVIDED, SHALL

COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE

FOR NEW CONSTRUCTION.

CHAPTER 6 - CLASSIFICATION OF WORK

SECTION 601 - GENERAL

601.1 SCOPE

THE WORK PERFORMED ON THIS EXISTING BUILDING SHALL BE CLASSIFIED IN

ACCORDANCE WITH THIS CHAPTER.

601.2 WORK AREA

THE WORK AREA SHALL BE IDENTIFIED ON THE CONSTRUCTION DOCUMENTS

AND CONSISTS OF THE EXISTING ROOF AREAS SCHEDULED FOR REPLACEMENT.

SECTION 602 - ALTERATION LEVEL 1

602.1 GENERAL

THE PROPOSED ROOF REPLACEMENT IS CLASSIFIED AS A LEVEL 1 ALTERATION

CONSISTING OF THE REMOVAL AND REPLACEMENT OF EXISTING ROOFING

MATERIALS AND INSULATION WITH NEW MATERIALS SERVING THE SAME

PURPOSE.

CHAPTER 7 - ALTERATIONS - LEVEL 1

SECTION 701 - GENERAL

701.2 CONFORMANCE

AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH

THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING CONDITION.

SECTION 705 - REROOFING

705.1 GENERAL

REROOFING WORK SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF

THE INTERNATIONAL BUILDING CODE AND CHAPTER 15 GOVERNING ROOF

ASSEMBLIES AND ROOFTOP STRUCTURES.

SECTION 706 - STRUCTURAL

706.2 ADDITION OR REPLACEMENT OF ROOFING

WHERE REROOFING RESULTS IN AN INCREASE IN DESIGN DEAD LOAD, LIVE

LOAD, OR SNOW LOAD, AFFECTED STRUCTURAL ELEMENTS SHALL BE

EVALUATED AND STRENGTHENED AS REQUIRED TO SUPPORT APPLICABLE

DESIGN LOADS.

NOTE: REPLACEMENT ROOF INSULATION AND ROOFING MATERIALS ARE NOT

ANTICIPATED TO INCREASE DESIGN ROOF LOADS BEYOND THE CAPACITY OF

THE EXISTING STRUCTURE.

CHAPTER 15 - ROOF ASSEMBLIES AND ROOFTOP STRUCTURES

SECTION 1503 - WEATHER PROTECTION

1503.1 GENERAL

ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED

TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISIONS OF

THIS CHAPTER. ROOF COVERINGS SHALL SERVE TO PROTECT THE BUILDING OR

STRUCTURE. [CDN.FS.PATHLMS.COM]

PROVIDED: EXISTING ROOFING AND INSULATION SHALL BE REMOVED AND

REPLACED WITH A NEW ROOFING ASSEMBLY AND INSULATION SYSTEM

DESIGNED TO MAINTAIN A WEATHER-RESISTANT BUILDING ENVELOPE.

SECTION 1504 - PERFORMANCE REQUIREMENTS

1504.1 WIND RESISTANCE OF ROOFS

ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED TO RESIST APPLICABLE

WIND LOADS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CODE AND

MANUFACTURER'S REQUIREMENTS.

PROVIDED: NEW ROOFING ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S REQUIREMENTS AND APPLICABLE WIND UPLIFT DESIGN

CRITERIA.

SECTION 1505 - FIRE CLASSIFICATION

1505.1 GENERAL

ROOF ASSEMBLIES SHALL BE CLASSIFIED IN ACCORDANCE WITH APPROVED

TESTING STANDARDS AND SHALL MAINTAIN THE MINIMUM FIRE CLASSIFICATION

REQUIRED FOR THE BUILDING.

PROVIDED: NEW ROOFING ASSEMBLY SHALL MAINTAIN THE REQUIRED ROOF

COVERING FIRE CLASSIFICATION OF THE EXISTING BUILDING.

SECTION 1511 - REROOFING

1511.1 GENERAL

MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR

REPLACING AN EXISTING ROOF COVERING SHALL COMPLY WITH THE

REQUIREMENTS OF CHAPTER 15.

1511.3 ROOF REPLACEMENT

WHERE ROOF REPLACEMENT OCCURS, THE EXISTING ROOF COVERING SHALL

BE REMOVED AS NECESSARY TO PERMIT INSTALLATION OF THE NEW ROOFING

SYSTEM IN ACCORDANCE WITH CODE REQUIREMENTS AND MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

NOTE: EXISTING ROOFING SYSTEM AND INSULATION SHALL BE REMOVED AND

REPLACED WITH A NEW CODE-COMPLIANT ROOFING ASSEMBLY AND

INSULATION SYSTEM.

2021 I.B.C. CODE REVIEW

2021 I.E.C.C. CODE REVIEW

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A. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE SITE PRIOR TO COMMENCING WORK. ALL INQUIRIES AND

DISCREPANCIES SHALL BE DIRECTED TO ARCHITECT.

B. DURING DEMOLITION CONSTRUCTION CONTRACTOR MUST CONTAIN THE DUST AND DEBRIS WITHIN THE AREA OF THEIR WORK.

C. COORDINATE DEMOLITION LIMITS WITH NEW WORK PLANS.

D. PROTECT OTHER EXISTING STRUCTURES THAT ARE TO REMAIN AND ARE EXPOSED DURING DEMOLITION.

E. WHERE REMOVING PORTIONS OF MASONRY OR CONCRETE, USE A SAW TO CUT CLEAN, SHARP LINES. REMOVE MASONRY AT NEAREST

EXISTING MORTAR JOINT(S).

F. WHERE ADJACENT OR INTERSECTING CONSTRUCTION IS TO REMAIN, TRIM, GRIND, SCRAPE, OR SAND FACES OF DEMOLISHED ITEMS FLUSH

WITH ADJACENT SURFACES TO REMAIN.

G. COORDINATE WORK BETWEEN TRADES AND OTHER DISCIPLINES. ADDITIONAL ITEMS OF WORK, APPLICABLE TO THESE AREAS, MAY APPEAR

ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

H. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED EACH DAY AND CONSTRUCTION AREA SHALL BE CLEANED.

I. PHASING AND SEQUENCING TO BE DETERMINED BY GENERAL CONTRACTOR IN COORDINATION WITH THE OWNER.

GENERAL DEMOLITION NOTES

AD1

EXIST.

CURB

EXIST.

CURB

EXIST.

CHIMNEY

RDRD

EXIST.

LIGHTNING

PROTECTION

AD2

AD3AD3

AD4

AD5

AD7

AD6 AD6

AD5

AD5 AD4

AD4

AD8

AD9AD9

10.

11.

12.

13.

THE CONTRACTOR WILL BE RESPONSIBLE TO VISIT THE SITE TO INSPECT EXISTING CONDITIONS PRIOR TO SUBMITTING A BID ON THIS PROJECT.

ANY DISCREPANCIES OR DETAILS THAT VARY FROM WHAT IS SHOWN OR SPECIFIED SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER FOR POSSIBLE INCORPORATION INTO AN ADDENDUM TO BE ISSUED TO ALL BIDDERS.

THE SCOPE OF WORK GENERALLY CONSISTS BUT IS NOT LIMITED TO THE REMOVAL OF THE EXISTING ROOFING SYSTEM TO EXPOSE THE EXISTING METAL DECKING INCLUDING ALL FLASHINGS, BLOCKING, FASTENERS, EQUIPMENT, CURBS, VENT FLASHING AND ROOF DRAIN STRAINERS. THE EXISTING ROOF TEAR-OFF TO THE EXISTING METAL DECK IS APPROXIMATELY 3" TO 4" CONSISTING OF RIGID INSULATION AND SINGLE PLY MEMBRANE. IN ADDITION TO THE FULLY ADHERED E.P.D.M. ROOFING MEMBRANE AND RIGID INSULATION, THE G.C. SHALL ALSO PROVIDE NEW WOOD NAILERS AND BLOCKING AS REQUIRED TO INSTALL THE NEW ROOF SYSTEM TO ACHIEVE THE SPECIFIED WARRANTY.

INCLUDED IN THE SCOPE OF WORK IS THE INSTALLATION OF NEW ALUMINUM FASCIA AND ROOF EDGING AS DETAILED ON THE DRAWINGS AND

DESCRIBED IN THE TECHNICAL SPECIFICATIONS.

ALL CONTRACT WORK IS TO BE SCHEDULED IN ADVANCE WITH THE OWNER. UPON AWARD OF THE CONTRACT THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A WORK PROGRESS SCHEDULE FOR APPROVAL. THE SCHEDULE SHALL BE IN BAR CHART FORMAT AND SHALL INDICATE THE STARTING AND COMPLETION DATE. THE CONTRACTOR WILL BE REQUIRED TO ADHERE TO THE APPROVED WORK SCHEDULE. DELAYS CAUSED BY MATERIAL DELIVERIES OR INCLEMENT WEATHER SHALL BE DOCUMENTED AND THE WORK PROGRESS SCHEDULE UPDATED AND

REVIEWED ACCORDINGLY.

THE CONTRACTOR SHALL REMOVE ONLY THOSE PORTIONS OF THE ROOF THAT CAN BE RE-ROOFED AND MADE WATERTIGHT IN THE SAME DAY

INCLUDING ALL TEMPORARY PROTECTION, SEALS, COVERING AND FLASHING.

REFER TO THE SPECIFICATIONS ON AG102 FOR ROOF DECKING INFORMATION. THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE DEMOLITION

AND REPLACEMENT OF 500SF OF DETERIORATED AND UNSOUND METAL DECKING.

ALL DEMOLISHED MATERIALS ARE TO BE REMOVED FROM THE ROOF ON A DAILY BASIS AND BE PLACED IN DISPOSAL CONTAINERS PROVIDED BY THE CONTRACTOR. DISPOSAL CONTAINERS OR DUMPSTERS ARE TO BE LOCATED IN AREAS DESIGNATED BY THE OWNER. ALL DEMOLITION DEBRIS IS TO BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ALL LEGAL D.E.P. AND E.P.A. MANNER.

STOCKPILING DEMOLISHED ROOF MATERIAL ON THE ROOF WILL NOT BE PERMITTED. TEMPORARY STORAGE OF INSULATION BOARD, ROOFING MEMBRANE, ADHESIVE, ETC... ON THE ROOF WILL BE ALLOWED FOR THE DURATION OF THE PROJECT. MATERIALS SHALL BE STORED ALONG ROOF EDGE OR BEARING WALLS. MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO NOT EXCEED LOADING OF 25 LBS/ S.F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS OR EQUIPMENT STORED ON SITE. MATERIALS AND EQUIPMENT SHALL BE PROTECTED

AND SECURED TO PREVENT BLOW-OFF OF MOVEMENT ON THE ROOF.

THE CONTRACTOR SHALL PROTECT ALL ROOF DRAINS FROM DEBRIS. THE CONTRACTOR SHALL CERTIFY THAT ALL EXISTING ROOF DRAINS ARE IN WORKING CONDITION PRIOR TO THE START OF WORK. THE EXISTING ROOF DRAINS SHALL REMAIN. THE CONTRACTOR SHALL CLEAN ALL ROOF DRAINS AND REPLACE ALL STRAINERS WITH NEW STRAINERS THAT ARE SIMILAR TO EXISTING UPON COMPLETION OF THE WORK. ROOF DRAINS

SHALL BE KEPT IN OPERATION AND WATERTIGHT THROUGHOUT THE ROOFING CONTRACT WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ROOF EDGE PROTECTION AS REQUIRED TO PREVENT WORKERS FROM FALLING OFF

THE ROOF. PROTECTION SHALL BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS.

THE ROOF INSULATION SHALL BE INSTALLED IN 2 LAYERS OF 2 1/2" THICK. ALSO INCLUDED IS 1/4" PER FOOT TAPERED INSULATION (MINIMUM 1"

THICK") AS REQUIRED TO CREATED POSITIVE WATER FLOW TO ROOF DRAINS.

THE CONTRACTOR SHALL ADVISE THE OWNER BEFORE DISCONNECTING ANY MECHANICAL / ELECTRICAL EQUIPMENT AND COORDINATE ALL

RELATED SHUT-DOWNS.

IT IS THE INTENT OF THE CONTRACT WORK THAT ALL MATERIALS BE LIFTED FROM THE BUILDING EXTERIOR WITH STAGING AREAS AS

DESIGNATED BY THE OWNER.

PROVIDE NEW ROOF CURB EXTENSION PIECES AS REQUIRED ONTO EXISTING ROOF CURBS. CONTRACTOR TO FIELD VERIFY ALL EXISTING ROOF CURB DIMENSIONS. PROVIDE CONTINUOUS COUNTERFLASHING OVER EXISTING ROOF CURB. RE-INSTALL EXISTING MECHANICAL EQUIPMENT ONTO NEW CURB EXTENSION PIECE. ENSURE ALL NEW CONNECTIONS ARE WEATHERTIGHT. NEW ROOF CURB EXTENSION PIECE TO BE OF A LENGTH TO ENSURE A TOTAL CURB HEIGHT OF 12 INCHES MINIMUM ABOVE TOP OF INSULATION ( EXISTING CURB PLUS NEW EXTENSION ).

ROOF REPLACEMENT NOTESROOF LEGEND

RD ROOF DRAIN, FIELD VERIFY

SIZES. SEE DETAIL 2/AC101.

PREMOLDED BOOT, FIELD

VERIFY SIZES. SEE DETAIL

8/AC101.

PITCH BOX, FIELD VERIFY

SIZES.SEE DETAIL 6/AC101.

EF EXHAUST FAN, FIELD VERIFY

SIZES. SEE DETAIL 4/AC101.

ROOF HATCH, FIELD VERIFY

SIZES. SEE DETAIL 5/AC101.

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DEMOLITION NOTES

NUMBER DESCRIPTION

AD1

REMOVE AND DISPOSE OF EXISTING ROOFING SYSTEM MATERIALS DOWN

TO EXISTING METAL DECK. NOTIFY ARCHITECT BEFORE PATCHING AND

REPAIRING ANY AREA OF DETERIORATED DECK.

AD2 REMOVE AND DISPOSE OF EXISTING METAL PARAPET COPING AND

ACCESSORIES DOWN TO WOOD BLOCKING.

AD3

DISCONNECT AND REMOVE EXISTING ROOF DRAIN STRAINER AND ALL

HARDWARE NOT NEEDED FOR THE INSTALLATION OF THE RETROFIT DRAIN,

PER MANUFACTURER'S RECOMMENDATIONS. ROOF DRAIN BODY AND

ASSOCIATED OUTLET PIPING TO REMAIN. REMOVE ALL DEBRIS AND CLEAN

EXISTING ROOF DRAIN BODY. FLUSH ASSOCIATED DRAIN PIPING.

AD4 EXISTING VENT STACK TO REMAIN. REMOVE EXISTING FLASHING. SQUARE

OFF PIPE END IN PREPARATION FOR INSTALLATION OF NEW EXTENSION.

AD5

TEMPORARILY DISCONNECT AND REMOVE EXHUAST FAN FROM EXISTING

DUCTWORK AND ROOF CURB. PREPARE EXISTING ROOF CURB FOR NEW

CURB EXTENSION PIECE. ALL ACCESSORIES (DAMPERS, FLEXIBLE

CONNECTIONS, ETC.) ARE TO REMAIN IN PLACE.

AD6

DEMOLISH EXISTING CURB. CUT BACK EXISTING ROOF DECK AS REQUIRED

TO PROVIDE SOUND SUBSTRATE FOR INSTALLATION OF NEW METAL DECK

INFILL AND NEW ROOFING MATERIAL.

AD7

REMOVE EXISTING CONCRETE CHIMNEY WASH/CAP, FLASHING,

COUNTERFLASHING, SEALANTS, AND RELATED ACCESSORIES AS

REQUIRED TO ACCOMMODATE NEW WORK. PREPARE EXISTING MASONRY

FOR REPAIRS. REFER TO NEW WORK DETAIL 7/AC101 FOR LIMITS OF CMU

DEMOLITION.

AD8 REMOVE AND DISPOSE OF CMU BLOCKS, PLASTIC PALLETS, ETC.

AD9

REMOVE PORTION OF EXISTING MASONRY PARAPET WALL FOR NEW

THROUGH-WALL STAINLESS STEEL SCUPPER AND ASSOCIATED FLASHING.

REFER TO NEW WORK DETAIL 3/AC101 FOR LIMITS OF DEMOLITION.SCALE: 1/8" = 1'-0"AD101

1 ROOF DEMOLITION PLAN

N o.

N D

C H

K' D

NEW 0.60 BLACK

EPDM ROOFING

SYSTEM

E 1/4

" P

1' -0

NEW 0.60 BLACK

EPDM ROOFING

SYSTEM

NEW 0.60 BLACK

EPDM ROOFING

SYSTEM

AC1

AC2

AC1

RDRD

EXIST.

LIGHTNING

PROTECTION

AC101

SIM.

AC101

SIM.

AC101

SIM.

AC101

SIM.

AC101

SIM.

AC101

SIM.

AC101

E 1/4

" P

1' -0

" PB

10.

11.

12.

13.

THE CONTRACTOR WILL BE RESPONSIBLE TO VISIT THE SITE TO INSPECT EXISTING CONDITIONS PRIOR TO SUBMITTING A BID ON THIS PROJECT.

INCLUDED IN THE SCOPE OF WORK IS THE INSTALLATION OF NEW ALUMINUM FASCIA AND ROOF EDGING AS DETAILED ON THE DRAWINGS AND

DESCRIBED IN THE TECHNICAL SPECIFICATIONS.

REVIEWED ACCORDINGLY.

THE CONTRACTOR SHALL REMOVE ONLY THOSE PORTIONS OF THE ROOF THAT CAN BE RE-ROOFED AND MADE WATERTIGHT IN THE SAME DAY

INCLUDING ALL TEMPORARY PROTECTION, SEALS, COVERING AND FLASHING.

REFER TO THE SPECIFICATIONS ON AG102 FOR ROOF DECKING INFORMATION. THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE DEMOLITION

AND REPLACEMENT OF 500SF OF DETERIORATED AND UNSOUND METAL DECKING.

AND SECURED TO PREVENT BLOW-OFF OF MOVEMENT ON THE ROOF.

SHALL BE KEPT IN OPERATION AND WATERTIGHT THROUGHOUT THE ROOFING CONTRACT WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ROOF EDGE PROTECTION AS REQUIRED TO PREVENT WORKERS FROM FALLING OFF

THE ROOF. PROTECTION SHALL BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS.

THE ROOF INSULATION SHALL BE INSTALLED IN 2 LAYERS OF 2 1/2" THICK. ALSO INCLUDED IS 1/4" PER FOOT TAPERED INSULATION (MINIMUM 1"

THICK") AS REQUIRED TO CREATED POSITIVE WATER FLOW TO ROOF DRAINS.

THE CONTRACTOR SHALL ADVISE THE OWNER BEFORE DISCONNECTING ANY MECHANICAL / ELECTRICAL EQUIPMENT AND COORDINATE ALL

RELATED SHUT-DOWNS.

IT IS THE INTENT OF THE CONTRACT WORK THAT ALL MATERIALS BE LIFTED FROM THE BUILDING EXTERIOR WITH STAGING AREAS AS

DESIGNATED BY THE OWNER.

ROOF REPLACEMENT NOTESROOF LEGEND

RD ROOF DRAIN, FIELD VERIFY

SIZES. SEE DETAIL 2/AC101.

PREMOLDED BOOT, FIELD

VERIFY SIZES. SEE DETAIL

8/AC101.

PITCH BOX, FIELD VERIFY

SIZES.SEE DETAIL 6/AC101.

EF EXHAUST FAN, FIELD VERIFY

SIZES. SEE DETAIL 4/AC101.

ROOF HATCH, FIELD VERIFY

SIZES. SEE DETAIL 5/AC101.

NOTE: HOLE IN MEMBRANE SHOULD

EXTEND BEYOND CLAMPING RING PER

MANUFACTURER'S RECOMMENDATIONS

AND SHOULD NOT BE SMALLER THAN THE

DIAMETER OF THE LEADER PIPE.

EXIST. MTL DECK

1/4"/FT TAPERED INSUL

SLOPE TO DRAIN

2 LAYERS OF

2 1/2" RIGID INSUL.

RETROFIT ROOF DRAIN FURNISHED WITH #16

GAGE TYPE 304 STAINLESS STEEL BODY AND

NEOPRENE GASKET, COMPLETE WITH

DURACOATED CAST IRON CLAMPING COLLAR

AND DOME WITH STAINLESS STEEL HARDWARE

WATER CUT-OFF

MASTIC

ROOFING MEMBRANE

GASKET EXIST. LEADER

PIPE

RUSS STRIP

ROOFING MEMBRANE

2x6 WD. BLOCKING.

SPLICING CEMENT

FASTENER

BONDING ADHESIVE

TERMINATION BAR W/

WATER CUT-OFF MASTIC

AND SEALANT

MECHANICAL CURB

TAPERED

INSULATION

. 1 2-

EXISTING MTL

DECK

TAPERED

INSULATION

SEALANT

ROOFING MEMBRANE

MEMBRANE FLASHING

& SPLICING CEMENT

FASTENER

POURABLE SEALER

EXIST. GAS LINE, CONDUIT,

PIPE PENETRATION

F.V. EXIST. DIAMETER &

HEIGHT

METAL DAM

2X6 WD. BLOCKING

EXIST. VENT OR CONDUIT

F.V. EXIST. DIAMETER & HEIGHT

STAINLESS STEEL

CLAMPING RING W/

WATER CUT-OFF MASTIC

PRE-MOLDED PIPE SEAL

SPLICING CEMENT

SEALANT

EXISTING MTL

DECK

TAPERED

INSULATION

ROOFING MEMBRANE

A .F

. R

F F.

MTL DECK SEE STRUCT.

DWG'S.

TAPERED

INSULATION

WALKWAY PAD &

BONDING ADHESIVE

SEALANT (TYPICAL ALL

AROUND)

ROOFING MEMBRANE

EXISTING MTL

DECK

TAPERED

INSULATION

SEALANT

ROOFING

MEMBRANE

2x6 WD. BLOCKING - SAME

LENGTH AS SLEEPERS

WALKWAY PAD &

BONDING ADHESIVE

PRESSURE TREATED WD.

SLEEPER - LENGTH SHALL

EXTEND OVER A MIN. OF

THREE ROOF TRUSSES

MECH. UNIT

BONDING ADHESIVE

EPDM PRIMER

WATER CUT-OFF

MASTIC

MIN. 6" WIDE PRESSURE-

SENSITIVE ELASTOFORM

FLASHING AND EPDM PRIMER

LAP SEALANT

WATER CUT-OFF

MASTIC

WOOD NAILER

NOTES:

1. METAL SCUPPER BOX MUST HAVE

CONTINUOUS FLANGES WITH

ROUNDED CORNERS. SOLDER ALL

SCUPPER SEAMS WATER-TIGHT.

2. WATER CUT-OFF MASTIC UNDER

SCUPPER FLANGES MUST BE UNDER

CONSTANT COMPRESSION.

3. CLEAN METAL FLANGE WITH

WEATHERED MEMBRANE CLEANER

AND ALLOW TO DRY.

STAINLESS

STEEL SCUPPER

SEALANT

RUSS STRIP

EXIST. MTL DECK

TAPERED INSUL

2 LAYERS OF

2 1/2" RIGID INSUL.

ROOFING MEMBRANE

2x6 WD.

BLOCKING.

SPICING CEMENT

FASTENER

BONDING ADHESIVE

EXIST. ROOF HATCH

EXISTING

CONSTRUCTION

TAPERED INSULATION

ROOFING MEMBRANE

EXISTING METAL ROOF

DECK

EXISTING MASONRY

CONSTRUCTION

COVER BOARD

RUSS STRIP

2x6 WD. BLOCKING.

SPLICING CEMENT

FASTENER

BONDING ADHESIVE

TERMINATION BAR W/

WATER CUT-OFF MASTIC

AND SEALANT

ROOFING MEMBRANECARLISLE SECUREDGE

METAL SNAP-ON CANTED

FASCIA OR APPROVED

EQUAL; INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

EXISTING WOOD

BLOCKING TO REMAIN

EXIST. MTL DECK

& FRAMING

1/4"/FT

TAPERED INSUL

2 LAYERS OF

1 1/2" RIGID INSUL.

SEALANT

RUSS STRIP

SPLICING CEMENT

FASTENER

BONDING ADHESIVE

ROOFING MEMBRANE

EXPANSION TUBE

STAINLESS STEEL

CHIMNEY CAP W/ SPARK

ARRESTOR SCREEN

CONC. CAP W/ 1"

OVERHANG, SLOPE FOR

POSITIVE DRAINAGE

REMOVE EXISTING C.M.U. TO

BELOW EXISTING MTL. DECK

AND REBUILD W/ NEW C.M.U.,

WIDTH TO MATCH EXISTING

EXIST. MTL DECK

& FRAMING

TERMINATION BAR

L C

SEALANT

EXIST. FLUE TO

REMAIN

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NEW WORK NOTES

NUMBER DESCRIPTION

AC1 INFILL EXISTING ROOF OPENING WITH NEW METAL DECK VULCRAFT 1.5B 20

GA. OR APPROVED EQUAL, INSULATION, AND ROOFING TO MATCH

ADJACENT CONSTRUCTION. NEW METAL DECK SHALL MATCH EXISTING

DECK PROFILE AND THICKNESS. END LAPS MUST HAVE MIN. BEARING OF 6"

ONTO THE EXISTING STRUCTURAL FRAMING. SIDE LAPS MUST HAVE MIN. (2)

TWO FULL INTERLOCKING LAPS. MECHANICALLY FASTEN ALL EDGES 3"

MAX. SURFACE SHALL BE FLUSH WITH ADJACENT ROOF AREAS.

AC2 INSTALL NEW METAL FASCIA FOLLOWING ROOF REPLACEMENT. PROVIDE

NEW FASTENERS, SPLICE PLATES, SEALANT, AND ACCESSORIES AS

REQUIRED FOR A COMPLETE AND WEATHER-TIGHT INSTALLATION.

SCALE: 1/8" = 1'-0"AC101

1 ROOF NEW WORK PLAN

SCALE: 1 1/2" = 1'-0"AC101

2 ROOF DRAIN DETAIL

SCALE: 1 1/2" = 1'-0"AC101

4 MECHANICAL CURB DETAIL

SCALE: 1 1/2" = 1'-0"AC101

6 PITCH POCKET DETAIL

SCALE: 1 1/2" = 1'-0"AC101

8 PREMOLDED BOOT DETAIL

SCALE: 1 1/2" = 1'-0"AC101

10 WALKWAY PAD DETAIL

SCALE: 1 1/2" = 1'-0"AC101

9 WOOD SLEEPER DETAIL

SCALE: 1 1/2" = 1'-0"AC101

3 SCUPPER THROUGH WALL DETAIL

SCALE: 1 1/2" = 1'-0"AC101

5 ROOF HATCH DETAIL

SCALE: 1 1/2" = 1'-0"AC101

11 ROOF DETAIL @ PARAPET

N o.

N D

C H

K' D

B Y

SCALE: 1 1/2" = 1'-0"AC101

7 CHIMNEY DETAIL

CS - COVERSHEET

AG001 - LEGENDS, NOTES AND ABBREVIATIOINS

AG002 - SPECIFICATIONS & CODE REVIEW

AD101 - ROOF DEMOLITION PLAN

AC101 - ROOF NEW WORK PLAN

File details come from the government source that posted it. Updated Sep 30, 2026.