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06-051 (14)
545 HAYDENVILLE RD-NAT'L GRID BP-2020-0792 i GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 06-051 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS j Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ROOF BUILDING PERMIT Permit# BP-2020-0792 Proiect# JS-2020-001324 Est.Cost: $230000.00 Fee: $1610.00 1 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor., License: Use Group: HAROLD DOWNING 952461 Lot Size(sg. ft.): 1344697.20 Owner: MASSACHUSETTS ELECTRIC COMPANY C/O PROPERTY TAX DEPT tonin :g_SI(100)// Applicant. HAROLD DOWNING AT: 545 HAYDENVILLE RD - NAT'L GRID Applicant Address: Phone: Insurance: j WC ISSUED ON.1/10/2020 0:00:00 TO PERFORM THE FOLLOWING WORK.-STRIP & SHINGLE ROOF POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough; House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: I Final: Smoke: Final: I —T THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Date Paid: Amount: I Building 1/10/2020 0:00:00 $1610.00 12 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner rLonic Version 1.7 Commercial Building Permit May 15, 2000 Department use only City of Northampton Status of Permit Building Department Curb Cut/Driveway Permit - 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans ecify. APPLICATION TO CONSTRUCT, REPAIR, RENOV TE, d8_ UPA CY OF,OR DEMOLISH ANY BUILDING OTHER TH N A MILY DW LLIN13 SECTION 1 -SITE INFORMATION DEC 2 7 2.019 1.1 PropertvAddress: 061? � ��J This section to be completed by office DEPT OP 6 A INSPECTIONS Lot Unit 548 Haydenville Road, Leeds, MA 01053 NORTHWON,MA01060 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: Elite Roofing & Restoration LLC 37 Industrial Park Access Rd. Middlefield, CT Name(Print) Current Mailing Address: (866) 713-2824 r Signature oQ ` Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $230,000.00 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 0 5. Fire Protection 6. Total=0 +2+3+4+ 5) Check Number This Section For Official Use Only Building Permit Number Date Issued �/Sig tures 10ao Buil ng Commissioner/Inspector of BuildilrWs Date day\d . L 0 e_( Je.r r I l C - C.z)A/'x. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing(] Change of Use❑ Other ❑ Brief Description Rip existing roof down to deck and replace with new rubber roofing system Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A -4 ElA-5El B Business 0 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U UtilitySpecify: ❑' electricity�gas M Mixed Use ❑ Specify: S Special UseFlSpecify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: �,. _ _ . ..... .... _ _. ...� Proposed Use Group: Existing Hazard Index 780 CMR 34):i__ Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA OFFICE USE ONLY BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(sf) 1st St i __. .,. i _ � 2nd ' 2�� ... ._... rd 3`d 3 ! - _ _ ._. .. 4th 4th i -- Total Area (so Total Proposed New Construction (sq Total Height(ft) 20, Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone, ' Outside Flood Zone❑ Municipal ❑ On site disposal system[-] Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: HAROLD E. DOWNING Not Applicable ❑ Name(Registrant): 952461 — ___. HAROLD E. DOWNINGRegistration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor ELITE ROOFING & RESTORATION LLC Not Applicable ❑ Company Name: DAVID LECH Responsible In Charge of Construction 37 INDUSTRIAL PARK ACCESSRD. MIDDLEFIELD, CT 06455 Address Signature Telephone Version 1.7 Commercial Building Permit May 15, 2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No O SECTION 11 -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date ,DAVID LECH- WITH ELITE ROOFING & RESTORATION LLC as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under t ins andpenalties of perjury. Print Name Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable p Name of License Holder License Number Address Expiration Date Signature Telephone SECTION 13-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ® No Initial Construction Control Document UfleTo be submitted with the building permit application by a Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Date: 1/10/2020 NAT.GRID-NORTHAMPTON SERV.STATION ROOF REPLACEMENT Property Address: 548 HAYDENVILLE RD.LEEDS,MA 01053 Project: Check(x)one or both as applicable: New construction Existing Construction -REMOVE EXISTING ROOFING SYSTEM DOWN TO THE ROOF DECK ON ALL ROOF ELEVATIONS, Project description: -INSTALL NEW REINFORCED EPDM SYSTEM ON LOW SLOPE ROOF,AND ASPHALT SHINGLES ON HIGH PITCH ROOF -INSTALL NEW EDGING AND TWO ROWS OF SNOW RETENTION AT ROOF PERIMETERS I MA Registration Number: Expiration date: ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Nechanigil ire irrotecnon Electrical Other.ROOFING for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.) together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a"Final Construction Control Document'. Enter in the space to the right a"wet" or electronic signature and seal: 4 1 n RICHMOND VIRGINIA Phone number: Email: kf� 1a+5s" Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 548 HAYDENVILLE RD. LEEDS, MA The debris will be transported by: REPUBLIC SERVISES The debris will be received by: 44 Rose Street Springfield, MA 01 104 Building permit number: Name of Permit Applicant DAVID LECH P Date Signature of Permit Applicant The Commonwealth of Massachttsetts UkDepartment of Indttstrial Accidents I Congress Street,Sttite 100 Boston, MA 02114-2017 www mass.gov/dia lVorkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le¢ibly Name (Business/Organization/Individual): ELITE ROOFING & RESTORATION LLC Address:37 Industrial Park Access Rd- City/State/Zip.Middlefield, CT 06455 Phone #:866-713-2824 Are you an employer?Check the appropriate box: Type Of pCOJ@Ct(required): 1.0 I am a employer with employees(full and/or part-time)." 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp. insurance required.] 9. El Demolition 3.M I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10❑ Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions i 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Berkshire Hathaway Homestate Policy#or Self-ins.Lic.#: BNWC079900453 Expiration Date: 7/23/2020 Job Site Address: 548 HAYDENVILLE RD City/State/Zip:NORTHAMPTON, MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I I do hereby certify under the pains andpenalties of perjury that the information provided above is trite and correct. Sianature• '� Date 12/13/19 Phone#• Official use only. Do not write in$/tis area,to be completed by city or town official. I City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: i i i i I 12/27/2019 IMG_6091.jpg National 06d Contacts National tenet Project Manager Name ,luny Fu Title:Sr Project Martea8 r Email.jonny.fu@nastionalgrid.cof Teel Contractor Contacts Contractor Lead Name:David Lech Title:Project .Manager Email: david.l@eiiterric.com Tel: 203-213.5 +1 SECTION 4: PROJECT OVERVIEW I fry: Fork of this project includes but is not limited to the following prin pte items; 1. New Raaf for Northamptcm Off'wel w to rive and re-install the existing srrc�sv rail on rrrsaf SECTION 5: SCOPE OF SERVICES The detailed sc€ape ofwork is contained in the following documents: National Grid-Addendum One- I ds-Nordtarnpton- 10-28-2019.pdf Project Drawings--h eels-Northarnplon _ -27-2019.pdf Project Specs Keds-N+trampton- 8-2 -2011),pdf SECTION$; SCHEDULE Work shall be performed in accorda a with the Start and End Dates shOWD alxave,unless otherwise agreed to by National Grid... If the actual start date differs from that shin above, the end date shall be not extended. The project must be completed by the date listed alcove.Cvatr i-N shall prepare Mailed and updated schedules as requested. SECTION 7: LABOR FEES, MATERL4J, EQUIPMENT COSTS Basis of Remuneration Contractor shall invoice National tyrid all coats,a&%ociattcd with the Project as defined in this Work Authorization as proposed by Contractor and accepted by,National Grid, Cinder no circumstances shall C�rntractur eaceec3 the Project set out in herein,unless othe°m ise agreed between the parties in N-*citing Project Costs, Northampton Roof ReplaCement Cantr test Agreement Page 2 of t 2016 hftps://mail.google.com/mail/ca/u/0/?shva=1#i nbox/FMfcgxwGCZwpRMdLDkmhdRMVDbHnPGKk?projector=1&messagePartld=0.3 1/2 ACO® DATE(MMIDDIY`rYY) CERTIFICATE OF LIABILITY INSURANCE 08/15/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Michael Bartunek NAME: Rice,Davis,Dale and Krenz Inc. PHONE (860 346-6611 FAX (860)347-6772 y A/C No Ext): ) AIC,No): 50 Washington St. E-MAIL SS: mbartunek@rddk.com ADDRE INSURER(S)AFFORDING COVERAGE NAIC# Middletown CT 06457 INSURERA: MESA Underwriters Specialty Insurance Comp 36838 INSURED INSURER 8: Philadelphia Insurance Companies 17914 Elite Roofing&Restoration,LLC INSURERC: Berkshire Hathaway Homestate 22276 37 Industrial Park Access Rd INSURER D: The Hartford Insurance Company INSURER E: Middlefield CT 06455 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1981503876 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPULICY EFF POLICY-EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM DDIYYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1,000,000 DAMAGE TO RFN Th CLAIMS-MADE �OCCUR PREMISES Ea occurrence S 300,000 MED EXP(Any one person) $ 5,000 A Y Y MP000600192019 07/23/2019 07/23/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY �PRO ❑ 2,000,000 JECT LOC PRODUCTS-COMPlOPAGG S OTHER: Premises/Operations s 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 Ea accident) X ANY AUTO BODILY INJURY(Per person) S B OWNED SCHEDULED Y Y PHPK2014343 07/23/2019 07/23/2020 BODILY INJURY(Per accident) S AUTOS ONLY AUTOS PROPERTY DAMAGE X HIRED Ix AUOT SONLDY Per accident S AUTOS ONLY X 19 Underinsured motorist BI S 1,000,000 X UMBRELLA LIAR XCHCC OCCUR EAOURRENCE $ 5,000,000 B EXCESS LIAR CLAIMS-MADE Y Y PUB1561929 07/23/2019 07/23/2020 AGGREGATE S 5,000,000 DED I X1 RETENTION S 10,000 S WORKERS COMPENSATION X STATPER UTE EORH AND EMPLOYERS'LIABILITY YIN 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE LL EACH ACCIDENT s C OFFICER/MEMBER EXCLUDED? ❑ NIA Y BNWC079900453 07123/2019 07/23/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE g 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S Leased or Rented $250,000 Equipment Floater A Y Y 02SBATU5202 06!30/2019 06130/2020 Property of Others $25,000 Equipment Incl Theft $250,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) "Certificate Holder is named as additional insured and loss payee with repsects to rented equipment" CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN DC Rentals Corp. ACCORDANCE WITH THE POLICY PROVISIONS. 5 Tipping Drive AUTHORIZED REPRESENTATIVE Branford CT 06405 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 12/27/2019 IMG_6090.jpg Sw1 j,, natio nl rid Facilities Work Authorization SECTION 1; PROJECT T GETA11.3 National Grid Entity Nat teal C"rrid USA ServiCeC1tau) Inc, Location Northoripton,MA Projekt Name Northampton Rix)f Re lac rttent i 1f���lit Errc1 data Tata1 dna �1 ~���1 l ur�char, td+ : I lit) e r Matter Services Agreement S _- IAriba Sourcing Event# Doc 20113 fif 71 Norit wipton 1trsot SECTION 2 PROJECT AuTHORIZATION National Coid mid Cxmitractot herr �r noftt tm the t f this W Authorization to the performance of ft Sm Md reviai nfdw livetahles. it to ibis Worts Authorization,and the specifications tarn l ti n�v' in th atkwt :riha evert b), ttr t r f0 lid stn bisalt ofl� 1 Grid in Ucordaftcc with The terms and�tnWjtjons ref the MAsier °ice Agreement, National Grid Authorization r=borwal i mgr Johnny fa 4 9 - C.1r�# Ir ment Reprt A cCarthy _ ate;"" 1 /11119 Titler StrftisSourco Contractor Authorization . —� Contractor Representative � 7 _. Chris Vogt121 1 c, --o t# Title e Pr rdent j SECTION 3 PROJECT CONTACTS Contractor rft I(xi 4 2016 hftps://mail.google.com/mail/ca/u/0/?shva=1#fnbox/FMfcgxwGCZwpRMdLDkmhdRMVDbHnPGKk?projector=1&messagePartld=0.1 1/2 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS, MASSACHUSETTS n a t i o n a l g r i d SECTION 072200—ROOF INSULATION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions (as published thru National Grid's electronic bidding site) and Division-1 specifications sections, apply to work of this section. 1.2 SUMMARY A. This portion of the specification describes materials and workmanship required for the installation of insulation over wood decks. B. All materials described herein shall be furnished and installed by the roofing contractor unless specifically noted otherwise. 1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Insulation shall be delivered to the site in an undamaged and dry condition.Material received,which is not dry or is otherwise damaged shall be rejected. Material, which becomes wet on site shall be removed and replaced. B. Storage under polyethylene or similar non-breathing film stock shall not be permitted. C. Proper storage on or off the site shall be the responsibility of the roofing contractor. D. Any unused insulation remaining on the roof at the end of the workday shall be returned to storage. 1.4 INSULATION - GENERAL A. Insulation boards shall be full size except when cutting is required at roof edges and openings.Boards that are broken,cracked,have been exposed to moisture at any time,or are otherwise damaged shall not be used. B. The proper installation and fit of wood nailers, blocking, and other rough carpentry in appropriate locations shall be verified prior to installation of roof insulation. C. Caution shall be exercised with construction traffic to avoid damage to new insulation. Breaking or crushing of insulation is unacceptable and any damaged insulation shall be replaced at the roofing contractor's expense. D. Insulation shall be laid with end joints staggered and all joints tight; however, boards shall not be forced into place. E. No more insulation shall be applied during any work period than can be covered by the new roof membrane during the same work period. At the end of the work period,temporary edge seals shall be ROOF INSULATION 072200- 1 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d installed to protect the new roof insulation. Upon resumption of work,they must be removed. F. Insulation surfaces shall be cleared of all debris before the new roofing membrane is installed. 1.5 SUBMITTALS A. General: Submit each item according to the Conditions of the Contract and Division 1 Specifications. B. Product data and samples for each type of insulation,fastener and component. C. Documentation indicating manufacturer's approval of material and approved fastener patterns for the roof assembly and project location including perimeter and corner enhancements. D. Shop Drawings showing tapered insulation layout and cross sections. PART 2- PRODUCTS 2.1 INSULATION A. Materials:All materials shall be approved and/or provided by the primary roof system manufacturer. Samples should be provided by the manufacturer and written approval from the manufacturer of primary roof materials is required prior to ordering these materials for the project. B. Deck Cover Board:ASTM C 1177/C 1177M,glass-mat,fire rated,water-resistant gypsum substrate, '/z-inch thick, as indicated in the Documents, `DensDeck Prime' by Georgia Pacific or approved equal. 1. Roof area B shall receive one layer of/i-inch Deck Cover Board 2. Maximum Board Size: 4x8 where mechanically attached. C. Insulation Boards - Roof system manufacturer's approved closed cell polyisocyanurate foam core insulation skinned on both sides with factory applied fiberglass facers suitable for installation with cold adhesive and mechanical attachment 3. ASTM C1289-01, Type II, Class 1, Grade 2 (20 psi). UL Classified and Factory Mutual Approved. a. Thickness: Contractor to provide board thicknesses and total thicknesses as indicated in the documents and to verify thickness required prior to ordering. b. Roof Area C-Furnish and install new 1.5-inch polyisocyanurate insulation loose laid for flute fill. c. Roof Area C - Furnish and install new 4-inch polyisocyanurate insulation mechanically attached. d. Roof Area D - Furnish and install new 3-inch polyisocyanurate insulation loose laid for flute fill. e. Roof Area D- Furnish and install new 3-inch polyisocyanurate insulation mechanically attached. f. Maximum Board Size: 4'x8' where mechanically attached, 4'x4' where adhered D. Tapered Edge Strips: Rigid, high density wood fiberboard complying with ASTM C208, Type II, I ROOF INSULATION 072200-2 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d Grade 2; or polyisocyanurate complying with ASTM C 1289, FSHH-I-1972/2(1), Class 1. 2.2 INSULATION SECUREMENT FOR WOOD ROOF DECKS AND METAL PANEL RECOVER ROOF SYSTEMS. A. Insulation Securement for Insulation Layers: 1. Mechanical Fasteners for Wood Decks and Metal Panel Roof Overlay: a. Mechanical fasteners as approved by the insulation and primary roofing materials manufacturer to meet the required pull strengths and wind loading. b. Factory Mutual approved, hardened, self-tapping, Phillips pan head screws with 3-inch round, square or hexagonal steel stress plates. c. Screws and plates as approved by the membrane manufacturer. d. Minimum penetration shall be 1 inch. e. Contractor shall perform pull testing to verify meeting manufacturer's requirements prior to roof installation. Minimum pull out resistance from deck 400 pounds unless specified otherwise by the membrane manufacturer. 2. Insulation attachment must be suitable for the existing substrate and must be approved by the manufacturer of the primary roofing materials prior to ordering materials or job start. PART 3 - EXECUTION 3.1 ROOF DECK PREPARATION A. Prior to installing insulation, deck must be inspected and all deficiencies corrected. See Section 020700—Selective Demolition for the description of repair of wood plank decks. B. The roofing contractor shall perform all other work of preparing the deck.When insulation is applied, the deck shall be dry and free of dew, frost, ice, and snow. C. The roofing contractor shall notify the Owner and Consultant of any improper installations or conditions that will affect the installation of the new roof system. 3.2 THERMAL INSULATION A. Installation of insulation: 1. Install 1/2-inch gypsum board with joints offset 12 inches minimum in both directions. 2. Install base layer of polyisocyanurate insulation with joints offset 12 inches minimum in both directions and all joints staggered as required. 3. Install top layer of polyisocyanurate insulation with joints of top layer offset 12 inches minimum in both directions from joints of previous layer and all joints staggered as required. 4. Install tapered polyisocyanurate crickets and drain sumps where shown in contract documents. 5. All insulation shall be fastened according to the selected manufacturer's requirements for specific deck type to provide a wind uplift rating of I-90. B. Other insulation installation requirements: ROOF INSULATION 072200-3 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 1. Stagger joints within layers 12 inches minimum. 2. Firmly butt each insulation board to surrounding boards. Do not jam or deform boards. 3. Maximum insulation gap: 1/4 inch. Fill insulation board joint gaps larger than 1/4 inch with roof insulation. 4. Maximum elevation variation between boards at joints: 1/8 inch. 5. Cut and fit insulation boards where roof deck intersects vertical surfaces. Cut board 1/4 inch from vertical surface. 6. Do not cantilever insulation edges. Minimum bearing surface: 1-1/2 inches. 7. Lay insulation in 48-inch wide courses. END OF SECTION 072200 ROOF INSULATION 072200-4 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS 11 d t l 0 n d 19 r i d SECTION 073110-ASPHALT SHINGLE ROOF SYSTEM PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions (as published thru National Grid's electronic bidding site) and Division-1 specifications sections,apply to work of this section. 1.2 SUMMARY A. This Section includes the following: 1. Granular surfaced glass fiber mat reinforced asphalt shingle roofing. 2. Moisture shedding underlayment and ice dam protection. 3. Eave and Ridge Ventilation 1.3 RELATED SECTIONS A. Section 061000-"Rough Carpentry"for framing,wood decking and roof sheathing. B. Section 076200-"Flashing and Sheet Metal"for step flashing,drip edges,gutters,downspouts, and other sheet metal work. C. Section 079200—"Sealants and Caulking"for sealing joints as required to provide a positive barrier against passage of air and passage of moisture. 1.4 REFERENCES A. ASTM B209-Aluminum-Alloy Sheet and Plate. B. ASTM D226-Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. C. ASTM D228 -Method of Testing Asphalt Roll Roofing,Cap Sheets and Shingles. D. ASTM A653/A 653M - Sheet Steel, Zinc Coated (Galvanized) by the Hot-Dip Process for Roofing and Siding. E. UL 790-Tests for Fire Resistance of Roof Covering Materials. F. UL 997-Wind Resistance of Prepared Roof Covering Materials. G. ASTM D3018 -Class A Asphalt Shingles Surfaced with Mineral Granules. H. ASTM D3161 - Wind Resistance of Asphalt Shingles. I. ASTM D3462—Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules. J. ASTM D4586-Asphalt Roof Cement,Asbestos Free. K. NRCA- Steep Roofing Manual. L. ARMA-Residential Asphalt Roofing Manual. ASPHALT SHINGLE ROOF SYSTEM 0731 1 - 1 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 1.5 SUBMITTALS A. Product Data: Submit technical product data, installation instructions and recommendations from shingle manufacturer, including data that materials comply with requirements. B. Samples: Submit full range of samples for color and texture selection. After selection, submit two(2)full size shingles for verification of color/style/texture selected. 1. Provide similar samples of trim and accessories involving color selection. 1.6 QUALITY ASSURANCE A. Manufacturer:Company specializing in manufacturing the roofing system products specified in this section, with a minimum of 10 years experience. B. Applicator: Manufacturer-certified steep-slope roofing contractor licensed in the State of Massachusetts to perform this type of work. 1.7 REGULATORY REQUIREMENTS A. Conform to all applicable local codes. B. UL 790, Class A; UL 997, Wind Resistance. 1.8 DELIVERY, STORAGE, AND HANDLING A. Roofing material shall be delivered with labels intact in quantities required to assure continuity of application. B. Storage at the job site should be in a covered, ventilated area - maximum temperature 110 degrees Fahrenheit. Store on a flat surface, at a height per pallet, as recommended by the manufacturer. Do not store near steam pipes, radiators, etc., or in sunlight. All rolls must be stored on end. C. In accordance with good roofing practice, shingle bundles should not be dropped on edge nor should attempt be made to separate shingles by"breaking"over ridge or other bundles. This is particularly important at temperatures of 40 degrees Fahrenheit or below. D. Handle carefully. Shingles can be broken in cold weather or their edges damaged in hot weather. 1.9 COLD WEATHER RESTRICTIONS A. Prior to installation of new roofing in weather conditions below 40 degrees Fahrenheit, the Contractor must provide the Owner with written cold weather procedures provided by the roof system manufacturer. These procedures must be provided on the approved manufacturer's letterhead. B. The contractor will be responsible for complete compliance with the manufacturer's cold weather restrictions, if applicable. ASPHALT SHINGLE ROOF SYSTEM 07311 -2 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 1.10 WARRANTY A. Provide shingle Manufacturer's material warranty on installed work,agreeing to pay for repair or replacement of defective materials. Period of warranty coverage shall be manufacturer's 30- Year warranty from the date of substantial completion. B. Provide shingle Manufacturer's material warranty covering algae discoloration, streaking or staining. Period of warranty coverage shall be minimum Ten Years(10 years)from the date of substantial completion. C. The installation contractor shall provide a Two Year (2 years) material and labor warranty against defects in material and workmanship. PART 2 - PRODUCTS 2.1 ASPHALT SHINGLES A. Dimensional Asphalt Fiberglass Shingles:Granular surfaced glass fiber mat reinforced asphalt shingles complying with ASTM D 3018—Type 1; ASTM D 3161 —Type 1, Class F; ASTM D3462; UL 790 Class A rated. Provide shingles bearing UL Class"A"external fire exposure label and UL 997 Wind Resistance Label. Color as selected by the Owner from the manufacturer's standard colors available to the region. B. Specified Manufacturers: 1. GAF Materials Corporation 2. CertainTeed 3. Tamko 4. Or approved equal 2.2 HIP AND RIDGE SHINGLES A. Pre-cut Asphalt Fiberglass Cap Shingles: Granular surfaced glass fiber mat reinforced asphalt cap shingles with minimum 8-inch exposure complying with ASTM D 3018—Type 1;ASTM D 3161 —Type 1,Class F;ASTM D3462;UL 790 Class A rated. Provide cap shingles bearing UL Class "A" external fire exposure label and UL 997 Wind Resistance Label. Color to match shingles selected for project. B. Specified Manufacturer: 1. GAF Materials Corporation 2. CertainTeed 3. Tamko 4. Or approved equal ASPHALT SHINGLE ROOF SYSTEM 07311 -3 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 2.3 UNDERLAYMENT/LEAK BARRIER A. Synthetic Felt Underlayment:Manufacturer approved water repellent,UV-stabilized,breather type underlayment which can be exposed for up to 180 days minimum will be required for this project. B. Ice Dam Protection:Manufacturer approved self-adhering,self-sealing,bituminous leak barrier surfaced with a smooth polyethylene film, 60 mil thick minimum, complying with ASTM D1970. 2.5 ACCESSORIES A. Underlayment fasteners: Standard corrosion resistant electro-galvanized ring shank plastic cap nails with a minimum of 1-inch head size and a minimum length of 1 inch. B. Shingle Nails:Standard round wire shingle type,electro-galvanized steel, 11-12 gauge,barbed or deformed shank,with heads minimum 3/8" in diameter.Nails shall 1 1/2 inches or be long enough to penetrate into solid wood deck at least 3/4" or just through plywood and oriented strand board decks. i C. Plastic Cement: ASTM D4586 Type I or Type II. PART 3 -EXECUTION 3.1 EXAMINATION A. The existing roof system,including all underlayments,must be removed completely down to the existing roof deck. B. Verify deck is dry,sound, clean and smooth, free of depressions,waves, or projections. C. Do not proceed with shingle application until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Broom clean deck surfaces prior to ice dam protection and underlayment installation. 3.3 INSTALLATION OF ICE DAM PROTECTION A. Eaves,Valleys, Hips,and Ridge 1. Apply ice dam protection in accordance with manufacturer's recommendations and code requirements. 2. Picture-frame the roof structure with ice dam protection membrane. 3. Apply 36"wide protection membrane down from each side of the ridge/hip. 4. Extend eave ice dam protection membrane from the eave edge a minimum of 36" inside the exterior wall line. ASPHALT SHINGLE ROOF SYSTEM 07311 -4 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 5. Ice dam protection membrane shall be installed over or under drip edge metal according to manufacturer's published recommendations. 6. At all locations,ice dam protection shall be installed with minimum 6 inch end laps and 3 inch side laps. B. At all pipes and penetrations, install a 2 square foot piece of ice dam protection around the penetration and seal to pipe. 3.4 INSTALLATION OF PROTECTIVE SYNTHETIC FELT UNDERLAYMENT A. The synthetic felt underlayment is laid out horizontally (parallel)to the eave with the printed side up,and with 4-inch horizontal laps and 6-inch vertical laps. Follow the codes for low slopes as defined as 2:12 to 4:12 and steep slopes greater than 4:12 applications. B. The synthetic felt must be attached to the structural roof deck material using a minimum 1" diameter plastic cap with ring shank nails(preferred)or smooth leg nails acceptable. USE OF STAPLES IS NOT ALLOWED. Anchoring to be installed at a minimum as per surface markings,spaced 6"on center in the vertical and horizontal laps,and at 12"on center along the center of the roll in the field as marked. If the application of underlayment and the final roofing material occur on the same day,then the option to use every other printed anchoring placement is acceptable. All anchoring devices must be flush,90 degrees to the roof deck,tight with the underlayment surface and the structural roof deck. 3.6 INSTALLATION- ASPHALT SHINGLES A. Install shingles in accordance with manufacturer's instructions. B. Install a minimum of six(6)nails per shingle. C. Install hip and ridge shingles per manufacturer's instructions. D. Install open valleys with metal valley pan per manufacturer's instructions. E. Install shingles at miscellaneous penetrations using a flat metal flange detail the shingle roof system in accordance with manufacturer's recommendations. END OF SECTION 07311 ASPHALT SHINGLE ROOF SYSTEM 07311 -5 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d SECTION 075700- ADHERED EPDM ROOFING SYSTEM PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions (as published thru National Grid's electronic bidding site) and Division-1 specifications sections, apply to work of this section. 1.2 SUMMARY A. Work included: Provide all single ply roofing complete in place, as shown on drawings, specified herein, or needed for a complete and proper installation including but not necessarily limited to: i. Fully Adhered reinforced 60 mil EPDM single ply insulated roofing system with all associated flashings,terminations and trim metals. 2. All field laps shall be made with 3"seam tape and 6"cover tape 3. Installer's two (2)year labor and materials guarantee. 4. Manufacturer's twenty (20)year labor and materials watertight guarantee. 1.3 SUBMITTALS A. Submittals Package: Submit shop drawings, product data sheets, product samples, and quality control submittals specified below at the same time as a package. Partial submittals will not be considered. B. Product Data: Submit catalog sheets, specifications, and installation instructions for each material specified. 1. Revise the membrane manufacturer's product data as required to suit the existing building conditions and the requirements of the Contract Documents. 2. Manufacturer's Warranty: Sample copy of the membrane manufacturer's twenty (20) Year No dollar Limit, labor and material warranty covering workmanship and materials. C. Samples: 1. 12-by-12-inch square of sheet roofing including T-shaped side and end lap seam. 2. 12-by-12-inch square of roof insulation. 3. 12-inch length of metal termination bars. 4. Six fasteners of each type, length, and finish. 5. 4-by4 inch square of walk pad. D. Quality Control Submittals: 1. Material Certification: Submit a letter from the roofing membrane manufacturer certifying that the roof system composition, insulation and insulation fasteners are approved for use with the roofing system. ADHERED EPDM ROOFING SYSTEM 075700- 1 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 2. Applicator's Certification: Letter from the membrane manufacturer certifying that the applicator is licensed or approved to install the roof system. 3. Applicator's Qualifications: Letter certifying that the job foreman or crew chief and at least three other members of the roofing crew have installed at least five (5) fully adhered EPDM membrane roof systems in the last five (5)years and are thoroughly familiar with all aspects of the installation. E. Project Close Out Submittals: 1. Fully executed warranty—2 originals 2. Roofing system manufacturer's inspection report of completed roofing installation. 1.4 QUALITY ASSURANCE A. Membrane Manufacturer's Qualifications: 1. The manufacturer shall have the technical expertise and qualified technical representatives to quickly resolve questions or problems that may arise both during and after the Work is completed. 2. The manufacturer shall require that the roof system be installed by a licensed or approved applicator. B. Applicator's Qualifications: The application of the roofing system shall be performed by an applicator licensed or approved by the membrane manufacturer. The licensed or approved applicator shall have previously installed at least five (5) EPDM membrane systems for which the manufacturer's warranty was issued. 1. Workers: The crew chief or foreman and at least two other members of the roofing crew shall have installed at five (5) EPDM membrane systems for which the manufacturer's warranty was issued and shall be thoroughly familiar with all aspects of the installation. C. Pre-installation Conference: Before the roofing Work is scheduled to commence, a conference will be called by the Owner's Representative at the site for the purpose of reviewing the Drawings and the Specifications and discussing requirements for the Work. The conference shall be attended by the Contractor,the authorized roofing applicator, and the Company Field Advisor. D. Manufacturer's Field Advisor: Upon request, the roof membrane manufacturer shall provide the services of a Field Advisor. The Field Advisor shall be certified in writing by the manufacturer to be technically qualified in design, installation, and servicing of the required products. Personnel involved solely in sales do not qualify. The Field Advisor shall be present at the beginning of the actual membrane installation for the purpose of: 1. Rendering technical assistance to the Contractor regarding installation procedures of the system. 2. Familiarizing the Owner's Representative with all aspects of the system including inspection techniques. 3. Answering all questions that might arise. E. Inspections: For the purpose of the required inspections, the Contractor shall keep the ADHERED EPDM ROOFING SYSTEM 075700-2 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d Manufacturer's Field Advisor and the Owner's Representative advised of the progress of the Work and the anticipated Work schedule as the Work progresses. 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials to the site in the manufacturer's labeled, unbroken containers. B. Storage and Handling: Store materials in a dry, well ventilated place protected from the weather. 1. Do not store materials so as to overload the deck or structural assembly. 2. Store all materials on raised platforms covered with properly secured breathable water resistant covers. Slit shrink wrapping to not permit condensation and cover with breathable tarp. 3. Remove materials that become wet from the site. 4. Store volatile liquids in separate storage building or trailer, or remove from the site at the end of each work day. 5. Store adhesives, and sealants at temperatures between 60 degrees F and 80 degrees F. 6. Do not remove materials from factory packaging until ready for use. C. Replacements: In the event of damage, immediately make all replacements necessary to the approval of the Owner and at no additional cost to the Owner. 1.6 PROJECT CONDITIONS A. Proceed with roofing work only when weather conditions are in compliance with the manufacturer's recommended limitations, and only when conditions will permit the work to proceed in accordance with the manufacturer's requirements and recommendations. B. Regardless of any temporary power provided by the Owner, the applicator shall provide portable generators of the size and type required for completion of the work. C. Moisture Protection: 1. Limit the removal of existing materials to areas that can be completely re-roofed and made watertight within the same day. 2. Cover, seal or otherwise protect the roof and flashings so that water cannot accumulate or flow under completed portions. Provide temporary water cut-offs in accordance with the membrane manufacturer's written specifications. D. During the progress of the work every effort must be made to keep odors generated by the work from entering the building. 1. Coordinate the use of materials that could cause odors to permeate the building with the director's representative. 2. Shut off and wrap all air intakes in the vicinity of the work. 3. Insure that all operable windows in the vicinity of the work area are closed. 1.7 WARRANTIES ADHERED EPDM ROOFING SYSTEM 075700-3 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d A. Submit roofing Installer's warranty, signed by Installer and the Contractor, covering Work of this Section, including membrane roofing, base flashing, roofing insulation, fasteners, metal counter flashing and roof overflow drains and plumbing, for the following warranty period: 1. Warranty Period: Two(2)years from date of Substantial Completion of the entire project. B. Manufacturer's Warranty: In addition to the 2 year period specified above, furnish the membrane manufacturer's printed 20 Year,No Dollar Limit, full system warranty covering workmanship and materials for the Work of this Section. The warranty shall include, but not be limited to, repair of leakage, and the repair and/or replacement of the roofing system caused by defects in materials or workmanship. 1. Warranty Period: Twenty (20) years from date of Substantial Completion of the entire project. PART 2-PRODUCTS 2.1 GENERAL A. Compatibility: Provide products recommended by manufacturers to be fully compatible with indicated substrates. Provide separation materials as required to eliminate contact between incompatible materials. 2.2 EPDM MEMBRANE A. General: Ethylene Propylene Diene Monomers formed into uniform, flexible sheets, complying with ASTM D 4637,Type II. 1. Exposed Face Color: Black. 2. Thickness: 60 mils Reinforced B. Fully Adhered EPDM Membrane: Manufacturer's standard installation. I. Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated in the work include,but are not limited to,the following: a. Firestone Building Products Company b. Carlisle SynTec Incorporated c. Johns Manville Corporation d. Approved Equal 2.3 RELATED MATERIALS A. The following materials shall be the product of the membrane manufacturer and shall be compatible with all materials involved in their use in this work. 1. Peel and Stick Flashing 2. Form Flashing 3. Uncured Flashing ADHERED EPDM ROOFING SYSTEM 075700-4 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 4. Seam Tape 5. Cover Tape 6. Bonding Cement 7. Lap Cement 8. Lap Caulk 9. Sealing Mastic 10. Prefabricated Pourable Sealer Pockets 11. Pourable Sealer 12. Walk Pads 2.4 OTHER MATERIALS A. All other materials, not specifically described but that are required for a complete and proper installation of the work of this Section, shall be as selected by the contractor subject to approval of the Owner. PART 3 - EXECUTION 3.1 INSPECTIONS A. Examine the areas and conditions under which work of this Section will be installed. Correct conditions detrimental to the proper and timely completion of the Work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 SURFACE CONDITIONS A. Contractor shall be responsible for providing proper substrate to receive the materials of this Section. Contractor shall notify the Owner in writing of defects in the substrate and work shall not proceed until defects have been corrected. B. Dryness of substrate: Do not commence installation of roofing over any substrate until all substrate is sufficiently dry to satisfactorily receive this installation. C. Other conditions: Verify that substrate is smooth, dry, clean and free from sharp projections and depressions, properly graded to outlets and that all accessory fillings are in place prior to start of installation of roofing. 3.3 SUBSTRATE PREPARATIONS A. General: Comply with manufacturer's instructions to prepare substrate to receive single ply membrane system. 1. Verify that penetrations, expansion joints and blocking are in place and secured and that roof drains are properly clamped into position. B. Existing Deck Repair and Preparation: Shall be performed as per Section 020700 — Selective Demolition. ADHERED EPDM ROOFING SYSTEM 075700-5 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d C. Clean substrate of dust, debris and other substances that may be detrimental to a single ply membrane system installation. Remove sharp projections. D. Install flashings and accessory items as shown and as recommended by manufacturer. E. Prime substrate as recommended by manufacturer and as noted in the contract documents. F. Prevent compounds from entering and clogging drains and conductors and from spilling or migrating onto surfaces of other work. 3.4 JOB CONDITIONS A. The following cautions and conditions shall be strictly observed: 1. Do not use oil base or plastic roof cement. 2. Do not allow waste products (petroleum, grease, oil, solvents, vegetable or mineral oil, animal fat)or direct steam venting to come in contact with the EPDM Roofing System. 3. Do not expose membrane and accessories to a constant temperature in excess of 180 degrees Fahrenheit. 4. Cements and bonding adhesives contain petroleum distillates and are extremely flammable. Do not breathe vapors or use near fire or open flame. 5. Manufacturer's splice wash used in the splicing procedure are extremely flammable; do not use near fire or flame or in a confined or unventilated area. Dispense only from a UL listed or approved safety can. 6. Splicing and bonding surfaces shall be dry, clean and free of all contaminants. 7. Cold temperatures will restrict installation of Single Ply Roofing System. Follow specified precautions for storage of materials and expose only enough cement and adhesive to be used within a four (4) hour period. All materials, except membrane, must be stored between 60 degrees F and 80 degrees F. If exposed to lower temperature, restore materials to 60 degrees F, minimum temperature, before using. 3.5 ROOF INSULATION INSTALLATION A. Roof Insulation: Shall be installed as per Section 072200—Roof Insulation. 3.6 MEMBRANE PLACEMENT A. Place membrane sheet, without stretching, over the acceptable substrate and allow to relax for a minimum of 30 minutes before applying bonding adhesive. During cold weather application, it is recommended that only standard 10' wide panels be used. (Larger panels have factory folds which do not relax during cold weather, which in turn,makes it difficult for proper application.) B. After making sure the sheet is placed in its final position, fold it back evenly onto itself so as to expose the underside. (Note: The sheet fold should lay smooth so as to minimize the formation of wrinkles during and after installation.) C. Sweep the mating surface of the membrane with a stiff broom to remove excess dusting agent (if any)or other contaminants from the mating surface. ADHERED EPDM ROOFING SYSTEM 075700-6 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d D. Apply bonding adhesive at about the same time to both the exposed underside of the sheet and the substrate to which it will be adhered so as to allow approximately the same drying time. Apply bonding adhesive so to provide an even and uniform film thickness. E. Care must be taken not to apply bonding adhesive over an area that is to be later cleaned and spliced to another sheet or flashing. F. Refer to container label and manufacturer's Technical Information Sheet for specific application requirements. G. Allow bonding adhesive to flash off until tacky. Touch the bonding adhesive surface with a clean, dry finger to be certain that the adhesive does not stick or string. As you are touching the adhesive, pushing straight down to check for stringing, also push forward on the adhesive at an angle to ensure that the adhesive is ready throughout its thickness. If either motion exposes wet or stringy adhesive when the finger is lifted, then it is not ready for mating. Flash off time will vary depending on ambient air conditions. H. Starting at the fold, roll the previously coated portion of the sheet into the coated substrate slowly and evenly so as to minimize wrinkles. I. To ensure proper contact, compress the bonded half of the sheet to the substrate with a stiff push broom. J. Fold the un-adhered half of the membrane sheet back onto itself, and repeat the bonding procedure to complete the bonding of the sheet. 3.7 MEMBRANE LAP SPLICING A. Seam Tape is required on this project: - Seam tape is designed for use on field splices only. The 3" seam tape shall not be used in flashing details. 1. Position the sheet at the splice area by overlapping membrane 5 inches. Once the membrane is in place, mark the bottom sheet ''/z"to 3/4" from the edge of the top sheet every 4 to 6 feet with a lumber crayon or similar type marking device. Tack the sheet back as necessary to hold back the membrane at the splicing area. 2. Remove excess amounts of dusting agent on the sheet and at factory splices using a stiff push broom. Stir primer thoroughly before and during use. Dip the scrubbing pad into the bucket of primer, keeping the scrubbing pad flat. Apply the primer using long back and forth type strokes with pressure along the length of the splicing. Apply primer to both surfaces at the same time to allow the same flash off time. Change the scrub pad each 200 feet of 3 inch field splice, or when the pad will no longer hold the proper amount of primer. Additional scrubbing is required at areas that may have become contaminated or have excess amounts of dusting agent, and at all factory splices. 3. Position the seam tape (with paper intact) on the bottom sheet, aligning the edge of the release paper with the markings. Immediately roll the splice tape with a 3"-4" wide silicone or silicone sleeved steel hand roller or a short nap 3" paint roller. 4. When the seam tape has been installed for the entire splice length allow the top sheet to rest on top of the tape's paper backing. Trim the top sheet as necessary to assure that 1/8"-1/2" of the seam tape will be exposed on the finished splice. ADHERED EPDM ROOFING SYSTEM 075700-7 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d 5. To remove paper backing from the tape, first roll back the EPDM sheet, then peel the paper backing off the seam tape by pulling against the weight of the bottom sheet at approximately a 45 degree angle to the tape and parallel with the roof surface. Allow the top sheet to fall freely onto the exposed seam tape. Broom the entire length of the splice as the release paper is being removed. 6. Roll the splice using a 1-1/2"-2" wide silicone or silicone sleeved steel hand roller, first across the splice, and then along the entire length of the splice. 7. After the roof membrane seams have been properly seamed, install a 6" wide peel and stick cover strip over all roof membrane field seams. Properly clean the seams prior to installation of the cover strip membrane. 8. Roll the cover strip using a 1-1/2"-2" wide silicone or silicone sleeved steel hand roller, first across the cover strip, and then along the entire length of the cover strip. 9. Caulk all cut edges of the cover strip with EPDM lap caulk. 10. Special Considerations(End Laps, "T"Joints, etc.): a. When the splice is greater in length than the tape, the adjoining seam tape must be overlapped a minimum of 1". b. Trim seam tape so that the edge of seam tape and the edge of the membrane are flush beneath the"T"joint area. c. Apply a section of peel and stick flashing or peel and stick joint cover over the "T"joint area. d. If cured EPDM is used as flashing, apply an 8" long section of peel and stick flashing or a peel and stick joint cover over the intersection of the flashing and field splice intersection. 3.8 MEMBRANE SECUREMENT(BASE TIE-IN)LOCATION AND INSTALLATION A. Secure membrane at all locations where the membrane terminates or goes through an angle change greater than 2" in 12" (i.e. roof edges, curbs, interior walls, etc.), except for round pipe penetrations less than 18" in diameter and square penetrations less than 4" square. B. Install reinforced perimeter termination strip into the structural substrate or wood nailer as shown in details: 1. Mechanically fasten reinforced perimeter termination strips with fasteners and 2" seam plates in accordance with Details and Specifications. 3.9 FLASHING - PENETRATIONS A. General: 1. Remove all existing flashings(i.e. lead, asphalt,mastic, etc.). 2. Flash all penetrations passing through the membrane. 3. The flashing seal must be made directly to the penetration. B. Pipes, Round Supports, etc.: 1. Flash with pre-molded EPDM pipe flashing where practical. DO NOT CUT AND PATCH MOLDED EPDM PIPE FLASHINGS. 2. Flash using Form Flash when pre-molding EPDM pipe flashing is not practical. ADHERED EPDM ROOFING SYSTEM 075700-8 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d C. Pipe Clusters and Unusual Shaped Penetrations: 1. Fabricate penetration pockets to allow a minimum clearance of 1" between the penetration(s)and all sides. 2. Secure penetration pockets as shown in Details. 3. Fill penetration pockets with pourable sealer, so as to shed water. Pourable sealer shall be a minimum of 2" deep. D. Hot Pipes: Protect the rubber components from direct contact with steam or heat sources when the in-service temperature is in excess of 180 degrees Fahrenheit. In all such cases, flash to an intermediate insulated"cool" sleeve. E. Flexible Penetrations: Provide a weather tight gooseneck set in water block seal and secured to the deck. 3.10 FLASHING - WALLS, PARAPETS, MECHANICAL EQUIPMENT CURBS, ETC. A. Using the longest pieces practical, flash all walls, parapets, curbs, etc., to the height as specified by the project designer and/or required by the roof membrane manufacturer. B. If present, the following substrates require an overlayment of 5/8" exterior grade or pressure treated plywood mechanically fastened in accordance with the project designer's requirements. 1. Gypsum board 2. Stucco 3. Cobblestone 4. Textured masonry 5. Corrugated metal panels 6. Other uneven substrates C. Complete the splice between flashing and the main roof sheet with splice adhesive before adhering flashing to the vertical surface. Provide lap splices in accordance with manufacturer's details. D. Apply bonding adhesive at about the same time to both the flashing and the surface to which it is being bonded so as to allow approximately the same flash off time. Apply bonding adhesive evenly to avoid globs. E. Apply bonding adhesive as previously specified. F. Allow bonding adhesive to flash off until tacky. Touch the bonding adhesive surface with a clean, dry finger to be certain that the adhesive does not stick or string. As you are touching the adhesive, pushing straight down to check for stringing, also push forward on the adhesive at an angle to ensure that the adhesive is ready throughout its thickness. If either motion exposes wet or stringy adhesive when the finger is lifted, then it is not ready for mating. Flash off time will vary depending on ambient air conditions. G. Roll the flashing into the adhesive evenly and carefully so as to minimize wrinkles. After rolling ADHERED EPDM ROOFING SYSTEM 075700-9 ROOF REPLACEMENT PROJECT LEEDS-NORTHAMPTON SERVICE CENTER 548 HAYDENVILLE RD LEEDS,MASSACHUSETTS n a t i o n a l g r i d Form Flash (when used), peel off the release sheet and discard. Form Flash must be contoured to fit the substrate to which it is bonded to minimize bridging or gapping. Use a silicone or silicone sleeved steel roller for rolling in Form Flash. H. To ensure proper contact, compress the flashing to the substrate with a stiff push broom. I. Provide termination directly to the vertical substrate as shown in Details. J. Where a flashing splice crosses a field splice, install a peel and stick joint cover, a 6" length of peel and stick flashing,or a 6" x 6" section of Form Flash. K. Provide Intermediate Attachment: I. Intermediate attachment is required as follows: Wall Height Intermediate attachment requirements Up to 5 feet None 5' - 10' One attachment at 1/2 the wall height Above 10' One attachment every 36 inches 2. Intermediate attachment is not required under the following conditions regardless of wall height: a. The wall surface is smooth without noticeable high spots or depressions (i.e. plywood, poured or pre-cast concrete, or hollow core block or masonry walls where mortar joints are flush with the masonry surface. b. Termination is provided in accordance with Details. c. Existing flashings are removed. 3.11 FLASHING - ROOF EDGE METALS A. Using Peel and Stick Flashing: Flash roof edge metals using peel and stick flashing as follows: 1. Remove excess amounts of dusting agent by brooming. Apply primer to the metal edging and membrane as described in Specifications. Allow the primer to flash off. 2. Place the roll of peel and stick flashing on the roof a few feet ahead of the application starting point, positioned so that it unrolls from the top of the roll (release paper will be on top). Remove approximately 2'-3' of release paper and apply to the metal flange and membrane. Lap adjacent rolls of peel and stick flashing a minimum of one inch. 3. With a 2"-3" wide silicone or silicone sleeved steel hand roller, roll the peel and stick flashing to ensure proper adhesion. Additional attention must be given to factory splice intersections and to any change in plane. 4. Special Considerations(End Laps, "T"Joints, etc.): a. Apply 6" length of peel and stick flashing, a peel and stick joint cover, or 6" x 6" FormFlash to the inside edge of the peel and stick flashing at all overlaps. b. Apply 6" length of peel and stick flashing, a peel and stick joint cover, or 6" x 6" FormFlash at all intersections between the peel and stick flashing and field fabricated splices. c. Where peel and stick flashing will not completely cover the metal flange, an additional piece of peel and stick flashing must be applied to the metal edge laps. ADHERED EPDM ROOFING SYSTEM 075700- 10 ROOF REPLACEMENT PROJECT BELLMORE OPS BUILDING—BELLMORE,NEW YORK n a t i o n a l g r i d Apply lap sealant at the intersections of the flashing sections. d. If the roof edge includes a gravel stop and sealant is not applied between the laps in the metal edging, an additional piece of peel and stick flashing shall be applied over the metal lap to the top of the gravel stop, after the initial application of peel and stick flashing. Seam edge treatment shall be applied at the intersections of the two flashing sections. 5. The optimal use of peel and stick flashing is where a 3" metal flange is being used. This will provide the minimum 2" splice to the membrane, with the remaining 3" of the material completely covering the metal flange. If a flange wider than 3" is used the joints of the sheet metal edge must be flashed using peel and stick flashing and primer. 3.12 MEMBRANE REPAIR A. Repair Cuts/Punctures in the Membrane, or Wrinkles within 18" of a Splice: 1. A wrinkle running toward a splice, or within 18" of a splice must be repaired. The wrinkle must be cut out and patched with a section of EPDM membrane having no factory splices. Provide a splice that extends a minimum of 3" beyond the boundaries of the cut in all directions. If the wrinkle occurs through FormFlash, then FormFlash shall be used for repair, however, FormFlash may not extend onto the roof surface more than 6". If repairing of the same wrinkle must continue,then EPDM membrane must be used. Install the EPDM repair membrane first, rounding all corners of the repair piece. 2. Repair a cut or puncture in the EPDM membrane with EPDM membrane. The repair must extend a minimum of 3" beyond the boundary of the affected area in all directions. Round all corners of the repair piece (Example: a pinhole will require a minimum 6" x 6" EPDM section). B. When repairing membrane which has been in service for some time, it is necessary to remove accumulated dirt. Proper membrane preparation is made by first scrubbing the membrane with a scrub brush and warm soapy water, then rinsing with clear water and drying with clean cotton cloths. Cleaning the area using clean cotton cloths with splice wash is often necessary. 1. Repairs must be made with splice adhesive. 3.13 WALKPAD INSTALLATION A. Install new walk pads at doorways, roof hatches, around all motorized equipment and other locations indicated on the Contract Documents or according to the manufacturer's written instructions and requirements. B. Clean substrate of dust, debris, moisture, and other substances detrimental to installation of the walk pad materials according to manufacturer's written instructions. Protect the membrane from damage and wear during the walk pad installation. END OF SECTION 075700 ADHERED EPDM ROOFING SYSTEM 075700- 11 INDEX TO DRAWINCs5 ABBREVIATIONS PROJECT AND CODE DATA NATIONAL �(�C A l T5 TITLE MET ACM ASBESTOS LQNTAMNG MATERIAL A THE BUILDING R00 WORK IS DESKdffD TOCOhPLY WITH THE FOLLOWING: Al0 ROOF REPLACEMENT PAN . MA55ACHUSETT5 BUILDING CODE,NINTH EDITIOLEFECTIVE OCTOBER 20,,2011.AND B7 1 ADW ADHESIVE REFERENCE A2.0 DETAIL SHEET RICHMOND A2.I DETAIL SHEET Al ALUMINUM . INTERNATI NAL E)dSTW CODE(IBC OI6) 1� }�` L� /� L� T� _A I g,, vrtiGlN a A2.2 DETAIL MET ASP ASPHALT . MTERIATIONALEXISTNGBWLDNGC.ODE20FifIEBC2061 Ike/ `l ll�! /�\F ITS' I\,LI SERVICE I\`LI -'�F,ujry �S�a OF BASE FLA5HMG . NIWT044 EIE%Y CONSERVATION CODE 2015(IECC 2015) LEEa Y CA COLD APPLIED NOTE! FRSEPROTECTION LATIONATIONRFPAILFESAFETYCODE IROOF 5�S T E f l EFL f� G E� * �T F IRO J E C T CAN ClNNOPT NOTE: WHERE IFMA TEGLLAigNS APE MORE STRMfENT THAN BUILDING CODE O I /�\i I\�I1 Cl UST IRON MA%ACHISETTS,IFPA SWALL BE U5ED. -- -.-- Cm COMPO51TE LDC CONCRETE CODE SUMITIARY 548 NAYDENVILLE ROAD CTP COAL TAR PITCH USE0W 5-1STORAGE(WAREHOWE) LEEDS,MA55ACNUSETTS COP COPPER FIRE SIPPRE5510L COMPLETE SPIOKLER SYSTEM DRIP EDGE C06TFWTIC N TYPE: IIB «� NAZARDOU5MATERIAL5 EA E DOWNSPOUT HEW 4 AREA. n56 1ST.v-dr-r1sF EACH D EDGE 5TRNCTURAL DATA FOR NEW ROOF WORK ONLY ` • =: > �4" �' QV 4 ROOF SAMPLING WAS NOT PERFORMED AS NO ASBESTOS LORAMNG EJ EXPANSOI JOINT ROOF LIVE LOAD: IOPSF Lu�- .� �LJ MATERIALS WERE ANTICIPATED WIT14N THESE ROOF ASSEMBLIES EP01'M ETHYLENE PROPYLENE DIENE MONOMER ROOF SIM LOAD: 5IPSF B. ASBESTOS COITAMMG MATERIALS MAY BE PRESENT N OULTIMATE WND D OTHER AREAS IJ; THE FBG FIBERGLA55 ESO O L1J IT-- SPEED: BUMPH - ` .y/ `{ ATAL BULD WHERE L5 BEM THE CONTRACTOR 15 (AV GALvANI1FD UL WI D EXPOSURE CATEGORY: B(Wi4.1) �c V V K''i18LE RESPOTO ENSURE THAT ANT'ASBESTOS CONTAINING MATERIALS ARE GR GRAVEL RISK CATEGORT: II(TW.5) ~ K �_ Lu NOT DISTURBED OR DAMAGED,APD WILL BE RESPONSIBLE IBLE FOR ALL COSTS 65 GRAVEL STOP �' -'� _U O ASSOCIATED WITH CLEAN-IP AND CLEARANCE O THE BUILDING DUE TO GV GUTTER CLASSIFICATION OF WOES(UNDER THE E)dSTW BULOM CLUE 216 STATE OF MASSACHAETTS _c DSTU IBANCE OR DAMAGE TO A5BE5TO5 COTIAINMG MATERIAL5 NOT GV GRAVITTVENTS QL INCLUDED N THE SCOPE O WOFK NN HOT MOPPED CHAPTER 1 ALTERATIONS-LEVEL I REIIII 1K QL (— r C. IF FOUND.REMOVE AND DISPOSE O ASBESTOS CONTANPG MATERWLS M HS 102 BUILDING ELEMENTS 4 MATERIAL&NO CHANGE \JJ Lu Z w ACCORDANCE WITH ALL LOCAL,STATE AND FEDERAL LAWS HOT STAOC 103 FIRE PROTECTION NO CHAL- RGE. Z INAC 4EATING,VENTILATINIAIRC001110NER 104 MEANS OF EGRI:SS NO LH4NGE. W w •, Q O � , qb CL N INCHES 105 ACCESSIBILITY:NO CHANGE. -" ♦:ti - - �- Q r ISO POLYISOCYAHRATE 106 REROI TWS PROJECT. may• .3 : 1Y .� IF STRUCTURAL:NO CHARGE. BP I5OC7ANRATE AND PERLITE Z� W lOB EPERGY CONSERVATION,MEM ECC TABLE C4rJ.t3:R-30C.I.III - jr, . LAfS QIIDA"LIEDFLA5HMG5751EM WLTTR0.6 { �. �`"�� Ck LF LNEARFEET 3.rLTTRl1.4 k; LF LGNTWEIGNT INSULATION FILL 1,9 TR23.6 'q( f Z O LL L005ELAID HGNDEN5ITYCOVE RII5'LTTR 2.3 '�'9. ' O GENERAL NOTES MhASC0 "` A ALL EXISTING CO VITI0 6 AND PROJECT DITI NSION5 SHALL BE VERIFIED BY PB MODIFIED BTUTIEN 'x ''_ � CONTRACTOR MF MECHANICAL FASTENER B ALL MATERIALS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTNi MTL METAL ♦ I + C ALL EXISTING MATERIALS 5HALL REMAN ULESS SPECIFICALLY NOTED TO BE WA NOT APPLICABLE FLu REMOVED. :: PAR PARAPET D. ALL EXISTING MATERIALS AND PROPERTY WHICH A4AG RE DAEO BY THE - - CONTRACTORS OPERATIONS(MCLUDW.DEMOLITION AND REMOVAL)WALL PER PERLITE BERESTOR€D10MATCHEbSTPGADJACENT SIFFACESTOMAICE THE REPAIR PR1 PRE-PINSJEDMETAL - MPERCEPTIBLE. PP fOIRED-IN-PAGE Cl E. THE CONTRACTOR SHALL EXAMINE AND REVIEW THE CONTRACT DOCUMENTS PP PITCH PAN N j ANDALLDIV151MGFTHESPECIFICATIOSTOCOORDMAIETHE R'G PRE-PAMTEDGALVAN12ED AERIAL IMAGE LLJ INSTALLATION OF WOR,ON THI5 PROJECT, RF POLYURETHANE FOAM F. THE CONTRACTOR SHALL PROTECT THE EXISTING ROOF AREAS TO REMAIN AT Py PDMER V NDWAE W ALL TRUES ANY DAMAGE A5 A RESULT O THE CONTRACTORS ACTIVITIES PVC POLYVINYL CHLORIDE Rcwtsroxs: AU5-I9 -J SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER PATCHING AND Q1Y QUANTITY REPAIRS S 4&L BE M ACCORDANCE WITH MANIFACTU3:RS STANDARDS G. THE CONTRACTOR SHALL VERIFY THE 512E AND LOCATION OF ALL ROOF INC RIDGE CAP PEIETRATIM IV ROODRAIN O 134 ROOF HATCH SK °.KYL&IT SS STAINLESS STEEL Z_ 55M STADMG 5EAM ETAL STO STONE COPING K O P ARCH(T'ECrs P C SU SCUPPER Z'aoow+�. crvs�aea�oe 5V SOIL VENT e64�64 TDP TTPICAL �p UR URETHANE m V VENTS dJ WF WOOD FIBERBOARD Id') WP WOOD FLANK Q `S i TV i Q N v In z RSERES INC. SERVICES, eeo.cwnw.uv s:a�n x 4nrAo z 1Tl 9548 RAYDEWILLE WLu 950 XAYDOMLE ROAD L®5 NA TGA Z W o� o Z T5 9 N DI MITY MAP O OOCKE Y MAP 15ET NO.: vFD PLAN NOTES SYMBOL LEGEND 'k 1�05 ROOF AREA'D' Ol ®I REMOVE AND REPLACE EXISTING COPPER CUPOLA METAL PANELS 'O D5� DOWNSPOUT � RICHMOND GAP WITH PEW 16OZ COPPER GAP TO MATCH VIRGIN EXI5TRI6 IN PROFILE AND METHOD OF ATTACHMENT. � ALL 5EAM5 AND JOINTS TO BE FULLY SOLDERED. DS (2 I I E D5 ANTENNA CYT O E A2.1 I / J SCRAPE,PRIME AND PAINT EXISTING WOOD CUPOLA I E• ELECTRICAL GONDUIT PRIOR TO FLASHING AND GAP REPLACEMENT. REPLACE DAMA6ED/DETERIORATEP TYP _ -- - - 9 I ICJ 3 ©V HOOK VENT �~-- WOOD WITH NEW TO MATCH EXISTING SIZE AND 3 -- 1� 1 _ _ TMP TYP O HOT PIPE - PROFILE A5 RE011IRED. TYP HP l.�J I PROVIDE AND INSTALL ALL C.OMPONENT5,CONTROL5, A2.1 TYP I 12 Tl�• ' �.I 0 PITCH POCKET AND FI EC.TRIGAL SERVICE REl TO PROVIDE PEW18 A2.1 O PLU-blNb VENT � I RADIANT ELECTRIC HEATING SYSTEM IN ALL PEW A2.1 21 � 21 ® WOOD SLEEPER � 6UrrER5 AND DOP06POJTS. W-VTYP ® TURBINE VENT ❑4 TRIM BACK OVERHANSIN6 TREE 6ROW N. VENT W l ❑S INSTALL FRAMIN6 AND PLYWOOD S 15TRATE AS I6 I6 O ROLM HOOK VENT V V REQUIRED 50 EPDM FLASHNb CAN BE CARRIED UP ON A2.1 I A2.1 TYP _ LJ.J LLJ TO ROOF ABOVE. I 10 AHu AH U ON SLIRT V 0 b 15 9 PROVIDE AND INSTALL NEW ROOF CURB WITH PROPER I A2.1 z 9 � REPORTED LEAK LOCATION Q LU SLOPE TO COUNTER EXISTRI6 ROOF SLOPE AND j ELEVATION CHANGE-TYP TYP � /�q;—DETAIL NUMBER l.n 1-- A21 z INCORPORATED METAL CRICKET. Z LLJ 3 DETAIL LOCATION Oo W l®PROVIDE AND INSTALL NEW PIPE PORTAL CAP TO TYP IIIL�n - o AAM PROVIDE A WATERTIGHT CONDITION AT EXI5TIN6 o-— I NOTE:PENETRATIONS ARE APPROXIMATE IN SIZE AND 0 Q a UTILITES. I TYP LOCATION i0 BE USED AS REFERENCE POINTS ONLY F--Q JLij c:3 CD LEI � PROVIDE AND INSTALL PEW G1RB MOUNTED 6RAVITY VENT AS REQUIRED. = TYP Z PEW ALPINE SNOW 61JARO SYSTEM ^ .O SIM — — — — 0./ , /21\ RIDbE J i OROOF AREA"G" ( HV 03 I LIA �P LU `L3 TYP I 14189 50.FT.N I ■ I LU METAL PANELS I D5 Ib p5 ; 12 21 Ib ; a A2.1 I Az.l TYA2.1 TYp TYp LU Q I - - - - - - i Typ i P I a 14 C) I TYP. I Wo A2.1 z I I Nlfrq U- iYP TYP FE-1 i �° E I 13 n _ I _ _ n�P CN -_ YP TYP e ROOF AREA 'B" I `n I � _ .YP p i — — — — I 1,315 SQ. FT. +/- z I T I , ' PLYWOOD DECK K 0 P ARCHITECTS P C L-- — — — — — — — — Jill 17 I ° 3 TYP I I -r — — — — — — A2.1 1 LJ A2.1 I pSF- Ill 1 I TYP 3 I l L — — — - - J v- I I o I 15 I 6 TYP 5 T - - - - - - I I I .1 3 Ds Q ` - - - - - - - - - - -- � _ I A2TYP. — — — — — — — — — -I Ln - OS Ob IT 3 .O Ob TMP 20 6 O3 A2.1 LOAN TYP 20 2.0 TYP OI I m , H(5H 2.G _ TYP 2 ® A 2.2 I 9 ROOF AREA'B' 2.0 L — — — — — — 05 06 p I 1315 5Q.FT../- C) OI 2.0 l b I PLYVIOOD DECK 20 ® TYP O SIM. vCD 7 v OS L— T — � - - - - - � � O 2 Tv GENERAL NOTES R106E PROVIDE AINSTALL lm NE �.o wPaA o KEY PLAN - NOT TO SCALE (Y ROOF CONSULTING I. C0NTRAGTOR TO PRCONCRETE SPBLOGK5 ATOP NEW SERVICES,INC.IVIG CLASH La MANIFAGTURER5 APPROVED SLIP SHEET aw.xnov um.u.x v.aww Z MEMBRANE AT ALL DOWNSPOUT LOCATIONS .-`-- --T — Ova,wu.noamwcw �D IREFER TO DETAIL 16/A2.1) LP 2. CONTRACTOR TO REMOVE AND INSTALL NEWLli —T � PLYWOOD DECK �� DIMENSIONAL NSIONAL 5HHN6LE5 IN ACCORDANCE WITH -- --. .- � JOB AND MANUFAGTU2ER'S hRITTEN 4 --. Z SPEGIFIGATIONS. 'k W 5. CONTRACTOR SHALL GLEAN,PRIME AND PAINT DS ALL RUSTED EGUIPMENT PRIOR TO INSTALLATION3 6UTTER TYP OF 02 I6 02 N z A1 . 0 reN ROOF SYSTEM. ° TMP�'I ROOF REPLACEMENT PLAN REPLACEMENT PLAN ° o 9 AI.O SCALE:3/32" = I'-O" tV II+eeR�'to 1e11 z\fie\:uort o[nw wuMHos e'6�\ev�-eesse.Na.\ow�nres / • • EXI5TING PLYWOOD DECK-REPLACE G`'S�~zE nry'ff NEW ROOF FELT WITH MIN.3"OVER LAP • / • DETERIORATED AS REQUIRED `q / • NEW FAGTUDIMENSIONALER'5SHINGLES INSTALLED PER I _„ NEW ICE AND WATER GUARD TO BE INSTALLED / g � NEW ROOF FELT WITH MANIFAGTURER'S SPEGIFIGATIONS-SET EDGES RICHMOND W UP-SLOPE FROM THE EAVE TO A POINT 36" / Lg �S MINIMUM 3"OVER LAP OF SHINGLES IN NEW CONTINUOUS BEAD OF MASTIC VIRGIN INSIDE THE EXTERIOR WALL • / • / r�ra ` NEW DIMENSIONAL SHINGLES INSTALLED NEW ICE AND WATER GUARD TO EXTEND 36' kty poSS / NEW AGE AND WATER WARD TO BE / '+* F PER MANUFAGTURER'S 5PEGIFIGATION5 UP-SLOPE FROM TRANSITION AND EXTEND / • "o- OVER TOP OF NEW METAL COUNTER FLA5HIW-6 ® \ / INSTALLED 36'FROM RAKE EDGE / hiy ' NEW AGE AND WATER GUARD TO BE APPROXIMATELY 4' "' / • .,ter.. ;' —INSTALLED FROM EAVE€D6E TOA - �•. - ._ - - .----- - ~ NEW 5'GUTTER SYSTEM WITH STRAPS AND BRACKETS POINT 36"INSIDE THE EXTERIOR WALL ~ d' x AT 36"O.G.MAX.(5TRAP5 STAGGERED 10'O.G.FROM . / ATTACHED AT 4'O G.MAX.STAGGERED = NEW METAL COUNTER FLASHING MECHANICALLY � 41�11 BRACKETS)-PROVIDE MINIMUM 4'X4'DOWNSPOUTS A7 - NEW 5"GUTTER 5Y5TEM WITH STRAPS AND Q I '` EXI5TING LOCATIONS BRACKETS A7 3b'O.G.MAX.(STRAPS � NEW FASTENERS AT 12'O.G.MAX. STAGGERED 18'OC.FROM BRACKETS)- Q e' PROVIDE MINIMUM 4"X4"DOK N5POUT5 AT m s NEW DIMENSIONAL 5HINGLCS INSTALLED PER EXISTING LOCATIONS p ` w u MANUFAGTURER5 5PEGIFIGATIONS NEW 1/2'GYPSUM BOARD NEW DIMENSIONAL SHINGLE STARTER w COURSE IN5TALLED PER �/ w NEW METAL EDGE MANUFAGTURER'5 SPECIFICATIONS NEW 60 MIL REINFORCED EPDM MEMBRANE LL NEW METAL DRIP EDGE Z MECHANICALLY FASTENED AT 4 Lu EXISTING PLYWOOD DECK-REPLACEk-) (— DETERIORATED AS REQUIRED OL.MAX. NEW NIGH DENSITY COVER BOARD LLJ Lu GUTTER EXPANSION JOINT AS REQUIRED EXISTING PLYWOOD DECK-REPLACE DETERIORATED AS REQUIRED Q,> NIG W � EXI5TIALL BELOW(CONSTRUCTION VARIES) EX15T1NG WALL BELOW(GON5TRUCTION VARIES) E Z w of RAKE ED6E o2 EAVE WITH GUTTER o3_ EPDM TO SHINGLE TiZAN51TION Q Lu "' SCALE:NONE SCALE:NONE SCALE:NONE Q Q o NOTE _ z s PROVIDE AND INSTALL NEW PRE-FORMED METAL EXI5TINC7 501L STACK-GLEAN,PRIME,AND PAINT CRICKET ON UP-SLOPE 51DE OF CURBLL- AS REQUIRED PRIOR TO INSTALLATION OF NEW Z O FLA5HIN6 BOOT " O Lu LLJ '`` y- / / ` .is•+`1 '��` its• * Q r NEW CONTINUOUS BEAD OF SEALANT N ".0 C�l NEW DIMENSIONAL SHINGLE RIDGE GAP \ EXISTING CURB TO REMAIN-REPAIR/REPLACE Of INSTALLED PER MANUFACTURERS w t1J � s•� DETERIORATED AS REQUIRED ai 5PECIFICATION5 _J 2 NEW METAL GLADDING ON EXTERIOR OF CURB to NEW DIMEN51ONAL 5HI%LE5 i, TO EXTEND LIP ONTO TOP OF MECHANICALLY ATTACHED AT 40.AGN.MAX. w INSTALLED PER MANIFAGTURERS � � - � Q SPECIFICATIONS NEW STAINLESS STEEL DRAWBAND IJJ NEW SYNTHETIC FELT UNDERLAYMENT (� WITH MINIMUM 3"OVERLAP N NEW PRE-FABRICATED PIPE BOOT FLA5H1% NEW METAL APRON FLA5HIN5 MECHANICALLY wrc; Allr�Iq L NEW AGE AND WATER GUARD TO RUN ATTACHED AT 4"O.G.MAX.WITH GONTINU0U5 .ey`' -. CLEAT MECHANICALLY ATTACHED AT 4'O.G.MAX. 3b"DOWN SLOPE FROM RIDGE �� "� ,• NEW DIMENSIONAL 5HINGLE5 INSTALLED PER NEW STEP FLASHING-2'OVERLAP MINIMUM (f) EXISTING PLYWOOD DECK-REPLACE MANUFAG'NRER'S SPECIFICATIONS(b NAILS MIN) ,s+.'r 5HINGLE ED6E5 TO BE SET IN SEALANT Oi DETERIORATED AS REQUIRED NEN DIMENSIONAL 5HIN(7LE-5 Z_ MANUFACTURER5 5PEG FTION5(b NAILS R NAILSMINJ K O P ARCHI7ECm P C oa RIDGE os PIPE PENETRATION ob GURB 2„an e a sbaam .a 28zffiWBH SCALE:NONE SCALE:NONE F- B 27—"2 SCALE:NONE aM.a lz NEW 60 MIL EPDM MEMBRANE(FULLY ADHERED) (h NEW POLY15XYANLRATE INSULATION(PER SPECIFICATIONS) INSTALLED PERPENDICULAR TO EXISTING METAL ROOF PANEL SEAMS NEW POLYI50GYANURATE IN5UlLATION(PER 5PEGIFIGATION5)TO FILL • NEW 60 MIL EPDM MEMBRANE(FULLY ADHERED) NEW 6BETWEEN PANEL RIB50 MIL EPDM MEMBRANE(FULLY ADHERED) NEW EPDM STRIPPING MEMBRANE Q NEW POLYISOGYANURATE INSULATION(PER SPECIFICATIONS) NEW POLYISOCYAN)RATE INSULATION(PER SPEGIFIGATIO115) NEW METAL DRIP EDGE MECHANICALLY FASTENED AT 4"O.G.MAX INSTALLED PERPENDIGULAR TO EXISTING METAL ROOF PANEL SEAMS INSTALLED PERPENDICULAR TO EXI5TIN5 METAL ROOF PANEL SEAMS AT NEW POLYI50GYANURATE INSULATION(PER 5PECIFICATIONI5)TO FILL NEW POLYI50GYANURATE INSULATION(PER SPECIFICATIONS)TO FILL NEW 5'GUTTER SYSTEM WITH STRAPS AND BRACKETS ET O.G.MAX.(STRAPS STAGGERED UJ'DG.FROM BRACKETS))- p7 BETWEEN PANEL RIM BETWEEN PANEL RIBS PROVIDE MINIMUM 4'X4'DOWNJSPg1T5 AT EXISTING LOCATIONS N Z NEW WOOD NAILER5 A5 REQUIRED TO MATCH NEW INSULATION HEIGHT NEW WOOD NAILER5 AS REQUIRED TO MATCH NEW INSULATION HEIGHT NEW METAL FASCIA ATTACHED AT b"OC.MAX WIN TREATED TREATED NAILER TO BE INSTALLED TO MATGH ROOF C.ONSULTIN& NEW PRE-MANUFACTURED AN51/5PRI E5-1 COMPLIANT AND TESTED METAL NEW PRE-MANUFACTURED AN51/SPRI E5-1 COMPLIANT AND TESTED METAL NEW INSULATION THICKNESS SERVICES,INC.+b�µ� FASCIA INSTALLED PER MANUFACTURE WRITTEN REQUIREMENTS FASCIA INSTALLED PER MANUFAGTURER5 WRITTEN REQUIREMENTS wx.sou xi�:...apO,swrsba,�o Z ----- ------ NEW TREATED NAILER TO BE INSTALLED VERTICALLY EXISTING METAL TRIM TO REMAIN EXISTIN5 METAL TRIM TO REMAIN FOR ATTACHMENT OF NEW FASCIA SYSTEM rcls LuEXISTING METAL ROOF FRAMING NEW 60 MIL EPDM MEMBRANE FLASHING FROM ROOF AREA'B" NEW METAL FASCIA BASE TO BE ATTACHED AT 8'O.G.MAX EXISTING METAL WALL PAWLS-SEE SPECIFIGATION5 EXISTING METAL ROOF FRAMING W _ J EXISTING METAL ROOF PANELS EXISTING GMU WALL EXISTING KETAL ROOF PANELS EXISTIN5 METAL ROOF PANELS EXI5TI%METAL FA50A Q m RAKE EDGE oe RAKE EDGE 4641 GUTTER EDGE o AH i SCALE:NONE W41 SGALE:NONE SCALE:NONE N NEW POLYI50LYARRATE INSULATION(PER SPECIFICATIONS) INSTALLED PERPENDICULAR TO EXISTING METAL ROOF PANEL SEAMS NEW POLYISOGYANURATE INSULATION(PER 5PEGIFIGATION5)TO FILL BETWEEN PANEL RIBS RiCH"D VIRGIN NEW WOOD NAILERS A5 REQUIRED TO MATCH NEW INSULATION HEIGHT NEW 60 MIL REINFORCED EPDM MEMBRANE(FULLY ADHERED) 4l Try 11►�' NEW PRE-MANUFAGTURED AW516PRI Esr1 COMPLIANT AND TESTED METAL NEW EPOM TO EXTEND BELOW EDGE OF DETAIL•3 AND FASCIA INSTALLED PER MANUFACTURER'S WRITTEN REQUIREMENTS TERMINATED WITH TERMINATION BAR AND FASTENERS 8'O.G. EXISTING METAL TRIM TO REMAIN NEW MANUFACTURERS APPROVED LOVER TAPE(b'MIN) NEW COUNTER FLASHING FASTENED b"O.G. NEW 60 MIL REINFORCED EPOM MEMBRANE PROVIDE MINIMUM 6'LAP AT RIDGE(ALL LAPS NEW TERMINATION BAR FASTENED 8'O.G. SHALL BE INSTALLED AS REQUIRED TO SHED WATER) NEW RT5 STRIP ATTACHED AT 12"OL.MAX NEW RT5 STRIP ATTACHED AT 12'O.G.MAX NEW 60 MIL EPDM MEMBRANE FLASHING Ul NEW POLYISOGYANURATE INSULATION(PER NEW 1/2'GYPSUM BOARD Lu 01 5PEGIFIGATIO45)INSTALLED N Lu EXISTING Z�L05URE5 �j PERPENDIGULAR TO EXISTING METAL ROOF PANEL SEAMS EXISTING RIDGE GAP TO REMAIN EXISTING PLYWOOD TO REMAIN-REPLACED W NEW POLYISOGYANURATE INSULATION DETERIORATED AS REQUIRED NEW POLYISOGYANIRATE INSULATION(PER (PER 5PELIFIGATION5)TO FILL SPECIFICATIONS)INSTALLED PERPENDICULAR TO V W BETWEEN PANEL RIBS EXISTING METAL ROOF PANEL SEAMS 11J - EXISTING CMU WALL V O EXISTING METAL ROOF PANELS NEW POLYISOGYANIRATE INSULATION(PER Q N SPECIFICATIONS)TO FILL BETWEEN PANEL R155 l�Cj IIS EXISTING METAL ROOF FftAMN1G EXISTING METAL ROOF PANELS TO REMAIN Z W w o BAKE EDGE /WALL FLA5HING jliNALL FLASHING /-L2—\RID6E Lu SCALE:NONE A2.1 SCALE:NONE A�.I SCALE:NONE Q� Q NOTI•, Q J o • MANUFACTURERS FIELD WRAP SHALL BE L15ED AT EXISTING PIPE PENETRATIONS WHERE PRE-MANUFACTURED EXISTING HOT PIPE Z= 0- PIPE BOOTS CANNOT BE INSTALLED • IF PIPE DOES NOT EXTEND TWELVE INCHES(I2')ABOVE FINISHED ROOF SYSTEM,THE CONTRACTOR SHALL LL- GUT EXISTING PIPE APPROXIMATELY THREE INGHE5 (3") FROM DECK AND INSTALL PIPE EXTENSION AS NEW CONTINUOUS HIGH-TEMPERATURE BUTYL SEALANT Z REQUIRED TO EXTEND PIPE MINIMUM TWELVE INCHES(12")ABOVE FINISHED ROOF SYSTEM-PIPE SHALL NOT EXISTING PIPE PENETRATION-GLEAN AND PRIME PRIOR TO FLASHING EXCEED EIGHTEEN INGHE5(18')ABOVE FINISHED ROOF SYSTEM. NEW STAINLESS STEEL DRAW BAND W NEW STAINLESS STEEL HOODNEW MANUFACTURER'S APPROVED PITCH POCKET DETAIL J Q EXISTING PIPE PENETRATION-CLEAN,PRIME AND NEW EPOM FLASHING MEMBRANE(FULLY ADHERED) PAINT AS REQUIRED PRIOR TO FLASHING W NEW CONTINUOUS BEAD OF SEALANT NEW CONTINUOUS BEAD OF SEALANT w NEW 5TAINLE55 STEEL HOT PIPE DOLLAR WITH N MINIMUM I'AR > GAP - MECHANICALLY ATTACHED NEW STAINLESS STEEL ORAN BAND \ TO WOOD MAILERS AT 4'O.G.STAGGERED Q _J > NEW bO MIL EPOM MEMBRANE(FULLY ADHERED) Q NEW PREFABRICATED PIPE BOOT / NEN TREATED WOOD BLOGKING A5REGUIRED Q W TO MEET OR EXLEED NEW INSULATION THICKNESS lz C) NEN GONTIN JOU5 BEAD OF SEALANT (PER "IW 6 NEW MIL REINFORCED EPDM MEMBRANE(FULLY ADHERED) NEW POLYI5OCYANURATE INSULATION C, SPECIFICATIONS)INSTALLED PERPENDICULAR TO W NEW 60 MIL REINFORCED EPOM MEMBRANE(FULLY ADHERED) NEW POLYI5OLYANIRATE INSULATION(PER EXISTING METAL ROOF PANEL 5EAM5 1.!l SPECIFICATIONS)INSTALLED PERPENDIGULAR TO o�ic: NG-19 > NEW OGYANA INSULATION(PER EXISTING METAL ROOF PANEL 5EA °F 0Mi SPECIFICATIONS)INSTALLED PERPENDICULAR TO M5 NEW INSULATION 9PER SPECIFICATIONS)TO FILL BETWEEN PANEL RIBS EXISTING METAL ROOF PANEL SEAMS NEW POLY15OGYANURATE INSULATION(PER NEW POLYISOGYANURATE INSULATION(PER SPECIFICATIONS)TO FILL BETWEEN PANEL R1135 SPEGIFIGATION5)TO FILL BETWEEN PANEL RIB5 EXISTING METAL ROOF PANELS TO REMAIN EXISTING METAL ROOF PANELS TO REMAIN - N EXI5TING METAL ROOF PANELS TO REMAIN Z _ " - K O P ARCHinE=P C 255�i erre sm 13 PIPE PENETRATION 14 HOT PIPE 15PITGH POCKET � SCALE:NONE SCALE:NONE SCALE:NONE mV /� NEW 60 MIL EPOM MEMBRANE(FULLY ADHERED) NEW METAL DOMN5POUT STRAPS AT / CONTRACTOR TO PROVIDE AND IN57ALL NEW METAL STRAPS AS NEW POLYI50GYANIRATE INSULATION(PER SPECIFICATIONS) TOP,BOTTOM,AND 10'O.G.MAX. REQUIRED TO SECURE PIPING/LINE TO NEW TREATED WOOD SLEEPER INSTALLED PERPENDICULAR TO EXISTING METAL ROOF PANEL SEAMS to NEW METAL DOHNSPOlTNEW POLYISOGYANJRATE INSULATION(PER 5PECIFICATION5)TO FILL 10, EXISTING MASONRY WALL BETWEEN PANEL RIBS NEW EPOM STRIPPING MEMBRANE s Q EXISTING STORM DRAINAGE LINE i 6A NEW METAL DRIP EDGE MECHANICALLY FASTENED AT 4"OL.MAX Ul v NEW 5'GUTTER SYSTEM WITH STRAPS AND BRACKETS AT 36' m • OL.MAX.(5TRAP5 STAGGERED 18"OL.FROM BRACKETS)- � . PROVIDE MINIMUM 4'X4'DOWNSPOUTS AT EXISTING LOCATIONS Z NEW METAL FASCIA ATTACHED AT 8'O.L.MAX NEW TREATED WOOD SLEEPER AS NEW TREATED NAILER TO BE INSTALLED TO MATCH ROOF C.ON5ULTIN6 REQUIRED TO ACCOMMODATE NEW INSULATION THICKNES5 SERVICES,INC.. EXISTING MASONRY WALL EXISTING EQUIPMENT(MIN.4"x4') NEW TREATED NAILER TO BE INSTALLED VERTICALLY e.w wawoarxswcw, � NEW METAL DOWNSPOUT STRAPS AT � 70P,BOTTOM,AND 10'OL.MAX. FOR ATTACHMENT OF NEW FASCIA SYSTEM U-1 C(Fol� p NEA METAL DOWNSPOUT NEW MANNA SLIP SHEET APPROVED EXISTING METAL ROOF PANELS PROTECTIVE SLIP SHEET/WALK PAD CONc <6 W SSPLBLOCK NEW METAL FASCIA BASE TO BE ATTACHED AT 8'OL.MAX J NEXISTING MASONRY WALL c Ib 90WN5POUT AT 6RADE n EQUIPMENT ON ROOF _ 1a GUTTER E06E o A2. 1 9 SCALE:NONE All SCALE:NOW I SCALE:NONE N NOTE5, - GONTRACTOR TO INSTALL NEW GURB TO PROVIDE MINIMUM 6"MEMBRANE FLASHING HEIGHT ® A NEW MANUFACTURER'S SUPPLIED BASE PLATE INSTALLED - MEMBRANE FLASHING SHALL EXTEND UP AND OVER CURB THEN NAILED OFF (. - NEW AURA VENT TO BE INSTALLED ON TOP OF PEWURB IN ACCORDANCE WOVER NEW EPDM MEMBRANE IN ACCORDANCE WITH WITH THE MANUFACTURERS I MANUFACTURERS WRITTEN SPECIFICATIONS AND FASTENED TO EXI5TIN6 HOOK VENT-GLEAN,PRIME,AND REQUIREMENTS I NEW WOOD BLOGKIN6 v IN PAINT ENTIRE UNIT PRIOR TO FLA5HIN6 I I �(rN MM`'S'Gf NEW CURB COUNTER FLASHING NEW CONTINUOUS SEALANT 01. - - NEW SURFACE MOUNTED COUNTER FLASHING WITH - NIEWINSULATED METAL LM GUR6FASTEMED 70 �_ A SEALANT TRAY-MECHANICALLY FASTENED AT 6' EXISTING DECKING AT 4"O.G. O.G.MAX.(MINIMUM 3 FASTENERS PER SIDE) NEW ALPINE 5NOWGUARD PPI15R TO BE INSTALLED IN NEW IG TERMINATION BAR MEGHANALLY ATTACHED 8'O.G.MAX. ® AGGORDANGE WITH MANUFACTURERS WRITTEN SPECIFICATIONS NEW EPDM FLASHING MEMBRANE NEW RTS MECHANICALLY ATTACHED WITH PLATES NEW TREATED WOOD NAILER TO FILL BETWEEN METAL NEW RT5 MECHANICALLY ATTACHED AT 12"O.G.MAX AND FASTENERS 12'O.G.MAX PANEL RIBS AND EXCEED 4'PAST SNOW GUARD PLATE W 6 \ NEW MIL REINFORCED EPDM MEMBRANE(FULLY ADHERED) NEW 60 MIL REINFORCED EPDM MEMBRANE(FULLY ADHERED) w NEW POLYI50GYAN RATE INSULATION(PER NEW 60 MIL REINFORCED EPOM MEMBRANE(FULLY ADHERED) NEW POLYI50GYANURATE INSULATION(PER Llh SPECIFICATIONS)INSTALLED PERPENDICULAR TO 5PE(IFICATION5)INSTALLED PERPENDICULAR TO H— EXI5TIN6 METAL ROOF PANEL SEAMS EXISTING METAL ROOF PANEL 5EAM5 W NEW POLYISOCYANURATE INSULATION(PERNEW POLYISOGYANIRATE INSULATION(PER V W SPECIFICATIONS)TO FILL BETWEEN PANEL RIBS NEW I/2'GYPSUM BOARD 5PE(IFIGATION5)TO FILL BETWEEN PANEL RIBS V EXISTING METAL ROOF PANELS TO REMAIN EXISTING PLYWOOD TO REMAIN-REPLACED EXISTING METAL ROOF PANELS 70 REMAIN L� DETERIORATED AS REQUIRED Z77, w w HOOK VENT 2O GU�B MOUNTED VENT 2I 5NOW 6UARD tE w v Q - SCALE:NONE SCALE: NOME SCALE:NONE � Q= CL - o zLu w LL. g In Lu Lu Ex Lu Lu W tzt�� _J Ll Q �Q � _ x W Q �Jl arc: AWI9 rflnaowa Lu m 0 Cn z KOPA cHrm=PC z!t Ra rawerrs z woam.m.vow.znzsae" Tb.rnaK eo-rz�e�aeo Fu B 2]61{2 FJYd m.onm.wpnsaGyl Q ifl I V V z ROOF CONSULTIN& SERVICES,INC. wo rawr.n wFn uelnin:v�mo z n x eou�eom rw mou so-aen eua, wruaravw.art W rcms z Z _W J i 9 A2. 2 N