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HomeMy WebLinkAboutBld-23-006116 O4•.yAR L 1 Office Use Onnlyy .. $ O U ' Pemsit# (�; 9i,. ap 3• . Ou - _y ;ci, / Amount -/U .��b G ATTACM CSE '4'"°°""°�p:d Permit expires 180 days from issue date 6 023-- pia//6 EXPRESS BUILDING PERMIT APPLICA TOWN OF YARMOUTH C E I V P D Yarmouth Building Department / ' 1146 Route 28 LiAY 03 023 South Yarmouth, MA 02664 _ (508) 398-2231 Ext. 1261 s�l��l��� ��►� MENT CONSTRUCTION ADDRESS: G ASSESSOR'S INFORMATION: �. F n Map: Parcel: jar 43 � YkraQThar �, 44/1.66004 NAME % PRESENT ADDRESS , TEL. # CONTRACTOR: �4GQi4 T �� T,�i. NAME Capag zeze , I S , `Lia7•arr. Ca ❑Residential l� ❑Commercial Est.Cost of Construction$ tea 2a. OS Home Improvement Contractor Lic.# )44.41 Construction Supervisor Lic.# l Workman's Compensation Insurance: (check one) 1 ❑ I am the homeowner ❑ I am the sole proprietor ❑ I have Worker's Compensation Insurance S Insurance Company Name: L.iildk04 Lap Worker's Comp.Policy# 4ZINS8232l4 Tat WORK TO BE PERFORMED Tent Duration (Fire Retardant Certificate attached?) Wood Stove Siding: #of Squares Replacement windows: # Replacement doors: # /oofinQ: • of Squares �/ / F N Es q � ( ) Remove existing* (max. 2 layers) C�A�/ Insulation 3/ 1 mkt- Old Kings Highway/Historic Dist. ( )Replacing like for like Pool fencing *The debris will be disposed of at: k1. `• 1C etit't Location of Facility I declare under penalties of per' • . 0”. l+ is herein contained are true and correct to the best of my knowledge and belief. I understand that any false answer(s) will be just cause for de = or rev. . •• 1• •,se and for pro ution under M.G.L.Ch.268,Section 1. i Applicant's Signature: , Isii'.pDd Si- Date: a S •6t 'um.? Owners Signat (or a achment) t,J .' __ _ Date: Approved By: „!�'%= Date: 0/ 3 2 Build',,i_ 'ial :°'.'..ignee) EMAIL ADDRESS: Zoning District: Historical District: 0 Yes ❑ No Flood Plain Zone: 0 Yes ❑ No Water Resource Protection District: Within 100 ft.of Wetlands: 0 Yes 0 No 0 Yes 2 No t . . 1�firj '✓� f Nit ri,� '�11'�1 ,,f �•�:« !'t 1V4i d .Arlo �5 +f ! � - , 6 z` . •,�C"_ ,mot r IJ saa) )41titil VAZ r,Rii rso . C. l�:..,.,. s1 1.5. .b a y ir '4 - The Commonwealth of Massachusetts . o::_ r, Department of Industrial Accidents I Congress Street, Suite 100 Boston, MA 02114-2017 ,., �.5�•`.' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): � 4I24,. T."( AA C O Address: `1l___ City/State/Zip: Ui. 4N. Ai4, 412Sktne #: Car . xC''3ui61- Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with0+ I 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.] 3. I am a homeowner doing all work myself. 9. El Demolition ❑ y [No workers'comp.insurance required.]` ` 10 ❑ Building addition 4.E 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 5. am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. of repairs These sub-contractors have employees and have workers'comp. insurance.$ 6. e 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: L* 'yK casp Policy#or Self-ins. Lic. #: IAJC.17 z 410 1 2.• Expiration Date: t,4' Off. 2022 Job Site Address: . toesprotE City/State/Zip: ��, y,�, Attach a copy of the workers' compensation policy declar ion 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. Admi I do hereby c• -4i rid' • .a, d penalties of perjury that the information provided above is true and correct. Signature: /11".'— G .` Mite dr.a-ZaZ Phone#: 0 -25 r- 2 Official use only. Do not write in this area, to be completed by city or town official. 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#: :14r-zr ko; , -iAribc4;4 ? tko: 43-441747-1 )1) s 4ul J•• •440-Al C7. • ih 41/71 244 i Nj 41/ -PIA) *J .44140.4,1 S. 4 •. .46, ••14,• ** yr. r • 4 r`�®A DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12ro6/2022 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 NAME: Debra Grassi MARGARET J GRASSI INSURANCE AGENCY INC lacer , ): (508)295-2007 a,tw): E-MAILDRSS: Grassi-Ins(comcast.net 1188 MAIN ST INSURER(S)AFFORDING COVERAGE NAIC# W WAREHAM MA 02576 INSURER A: LM INS CORP 33600 INSURED INSURER B LISA OLIVEIRA INSURERC: DBA L AND R SUBCONTRACTING INSURERD: 32 BOURNE STREET INSURER E: NEW BEDFORD MA 02740 INSURER F: COVERAGES CERTIFICATE NUMBER: 841369 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMIT3 LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS N/A BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X ST TUTS EOTH- R AND EMPLOYERS'LIABILITY ANYA OFFCERIMEM EREXC UDED ECUTtVE N/A N/A N/A WC533SB232M5012 11/08/2022 11/08/2023 E.L.EACH ACCIDENT $ 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govilwd/workers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Schiappa Enterprises Inc dba Cape Cod Roofing and Siding AUTHORIZED REPRESENTATIVE Wareham MA 02571 Daniel CL Daniel M.Cro?'*y,CPCU,Vice President-Residual Market-WCRIBMA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts - Commonwealth of Massachusetts i ` Division of Occupational Licensure Division of Occupational Licensure Board of Building Reojlations and Standards Constructs uper r Specialty Hotstmg I&Over ..1, y CSSL-101061 s �, „spires:10/15/2023 HE-086392 z s spires:1 011 512 0 2 3 EMO RSCftt P airy" F EMO R SCHIAPPA 111 HATHAWAY ' 4y 111 HATHAWAY STREET WAREHAM 1i WAREHAM NIA 02571 I 1O J'J` m` 4(IL.LV t x)'' Commissioner ,�jn.dda f E&n.li . Commissioner 14,�2 K. Dcyritfu,.. THE COMMON\A EALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration r Type: Corporation .s? • ... ~Registration: 177746 SCHIAPPA ENTERPRISES INC. i Expiration: 02/10/2025 111 HATHAWAY ST ,. 3 WAREHAM,MA 02571 - . Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Corporation Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 177746 02/10/2025 Boston,MA 02118 SCHIAPPA ENTERPRISES INC. EMO R.SCHIAPPA 111 HATHAWAY ST F,,(,.w,.d:;L,•iG -- WAREHAM,MA 02571 - Undersecretary Not valid without ' a re Initial Construction Control Document * ,1. To 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: 04-20-2023 Riverview Resort- Partial Roof Replacement Property Address: 37 Neptune Lane, South Yarmouth,MA Project: Check(x) one or both as New construction x Existing Construction applicable: Project description: The proposed work includes the re-roofing of the street side flat roof area of the building. I,Lars Jensen MA Registration Number:50602 Expiration date: 06/30/2024 ,am a registered design professional,and I have prepared or directly supervised the preparation ofXdesign plans, computations and specifications concerningl: INGHOUSE has provided wind uplift calculations for the proposed roof areas. Mule-Hide (roofing system manufacturer) has provided a roof system, designed by "Nem%tc." to meet the load demands.Please refer to submitted design information for the authors of the components. 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'Fi L; onstruction Control Document'. OF M4S Enter in the space to the right a"wet" or F LARS JENSEN electronic signature and seal: o STRUCTURAL No 50602 \p�, cIST,.''� t�Q Email: s 04/20/2023 Phone number: 508.221.2980 jensen@inghouse.net 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 O1 O1 2018 "The name trusted in roofing since 1906" MULE HIDE PRODUCTS 40 April 5, 2023 Cape Cod Roofing & Siding 111 Hathaway Street Wareham, Massachusetts 02571 RE: Riverview Resort 37 Neptune Lane South Yarmouth, Massachusetts 02664 Mule-Hide Project# 1068599 Per your request, the following roofing system has been reviewed and will qualify for a Mule- Hide NDL 15-Year Warranty, with a 55mph Wind Speed Warranty, provided that it is installed by Cape Cod Roofing & Siding, in accordance with our published specifications, and 15-year warranty enhancements, the completed project is inspected and accepted by Mule-Hide Products Co., Inc., and the warranty fee is paid. The following design pressure values were provided to Mule-Hide by Inghouse: • Zone 1 -32.44 • Zone 2 -54.43 • Zone 3 -81.92 These design pressures were matched against tested assemblies from the Florida Product Approvals (FPAs). System W-60 provides a solution for this request with a mean design pressure of-60 in the field and perimeters, which then can be extrapolated in the corners to -90 by adding an additional row of plates and fasteners half-way through the membrane sheet. Perimeters and corners have been defined by lnghouse as being 6.5ft in from the roof edge. Proposed Roof Assembly Membrane: Mule-Hide PVC 50mi1 Membrane— Mechanically Attached 81" wide sheets fastened at 6" on center using Mule-Hide # 15 EHD fasteners with 2.4" seam plates, and an additional row of plates and fasteners installed half-way through the membrane sheets in the corners. Insulation: 3/8" Fanfold EPS Attachment: Mule-Hide # 12 Drill Point Fasteners and 3" Insulation Plates Roof Deck: Plywood— 5/8" Insulation: Loose lay the insulation. Fasten insulation at the minimum rate of 2 plates and fasteners per panel at the ends and 1 plate and fastener in every other panel in-between. Mule-Hide Products Co.,Inc.National Support Center 1195 Prince Hall Drive,Beloit,WI 53511-5481 tel.608.365.3111 fax.608.365.7852 Page 2 of 2 Membrane: Install one ply of Mule-Hide PVC membrane across entire roof surface. Sheets are to be installed with minimum side laps of 5-1/2", end laps of 3", and positioned to shed water. Refer to our 15-year warranty enhancements for additional requirements. Sheet Metal: Install Mule-Hide Edge Metal as per manufacturer's detail drawings. (ES-1 compliant). Complete specifications and details are available on the Mule-Hide Products Co., Inc. website at www.mulehide.com. If you have any questions or require further assistance, please contact me. Sincerely,nc Q € (44d Nick Musel Technical Services Administrator 0: 608-361-6838 Nick.Musel(a�mulehide.com Mule-Hide Products Co.,Inc.National Support Center 11195 Prince Hall Drive, Beloit,WI 53511-5481 I tel.608.365.3111 I fax.608.365.7852 Roof Zones Wind Uplift Calculation for Riverview Resort • 37 Neptun Ln, S. Yarmouth. MA ASCE71OW.xlVe sionram 1 0 INGHOUSE ING23010, 04/04/2023 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs.of Any Height with Gable Roof 0<=45"or Monoslope Roof 0<=3" Using Part 1 &3: Analytical Procedure(Section 30.4&30.6) Job Name: Riverview Resort Subject: Roof Uplift Zone Calculations Job Number: ING23010 Originator: LJ I Checker: Input Data: Wind Speed,V= 108 mph (Wind Map, Figure 26.5-1A-C) Bldg.Classification= II (Table 1-1 Occupancy Category) Exposure Category= D (Sect.26.7) B Ridge Height, hr= 20.00 ft. (hr>=he) Eave Height, he= 20.00 ft. (he<=hr) Building Width= 65.00 ft. (Normal to Building Ridge) Building Length= 282.00 ft.(Parallel to Building Ridge) L Roof Type= Monoslope (Gable or Monoslope) I` ' Topo. Factor, Kzt= 1.00 (Sect.26.8&Figure 26.8-1) Plan Direct. Factor, Kd= 0.85 (Table 26.6) Enclosed?(Y/N) Y (Sect.28.6-1 &Figure 26.11-1) Hurricane Region? Y Component Name= Fastener (Purlin,Joist, Decking, or Fastener) hr Effective Area,Ae= 10 ft.^2 (Area Tributary to C&C) he Overhangs?(Y/N) N (if used,overhangs on all sides) L Resulting Parameters and Coefficients: Elevation Roof Angle, 0= 0.00 deg. Mean Roof Ht., h= 20.00 ft. (h =he,for roof angle<=10 deg.) Roof External Pressure Coefficients,GCp: GCp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A,30.4-2B, and 30.4-2C) GCp Zone 1 Neg. = -1.00 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 2 Neg. = -1.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 3 Neg. = -2.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) Positive& Negative Internal Pressure Coefficients, GCpi(Figure 26.11-1): +GCpi Coef. = 0.18 (positive internal pressure) -GCpi Coef.= -0.18 (negative internal pressure) If z<= 15 then: Kz=2.01*(15/zg)^(2/a) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 30.3-1) a= 11.50 (Table 26.9-1) zg= 700 (Table 26.9-1) Kh= 1.08 (Kh =Kz evaluated at z=h) Velocity Pressure:qz=0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.2, Eq. 30.3-1) qh= 27.49 psf qh=0.00256*Kh*Kzt*Kd*VA2 (qz evaluated at z=h) �`SH OF MSS Design Net External Wind Pressures(Sect. 30.4&30.6): For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) IARS JENSEN * For h> 60 ft.: p=q*(GCp)-qi (+/-GCpi) (psf) o STRUCTURAL where:q =qh for roof No 50602 qi=qh for roof(conservatively assumed per Sect. 30.6) s c'ST a��� f ' 04/2023 INGHOUSE,PC 9th edition MA State Building Code mailing: P.O.Box182 AMENDMENTS: Mashpee,MA 02649 office: 18 Steeple Street YARMOUTH, MA Mashpee Commons Mashpee,MA02649 Vult.= 140mph -> Vallow.= 108mph structural design phone: 508-221-2980 Risk Categaroy "II" & ingenuity email. jensenC0inohouse.net web: www.inahouse.net Exposure "D" 1 of 3 4/4/2023 12:10 PM "ASCE710W.xls" Program Version 1.0 Wind Load Tabulation for Roof Components&Cladding Component z Kh qh p= Net Design Pressures(psf) (ft.) (psf) Zone 1,2,3(+) Zone 1 (-) Zone 2(-) Zone 3(-) Fastener 0 1.08 27.49 13.20 -32.44 -54.43 -81.92 15.00 1.08 27.49 13.20 -32.44 -54.43 -81.92 For z=hr: 20.00 1.08 27.49 13.20 -32.44 -54.43 -81.92 A uplift results for each zone (1-3), see zone layout below For z=he: 20.00 1.08 27.49 13.20 -32.44 -54.43 -81.92 For z=h: 20.00 1.08 27.49 13.20 -32.44 -54.43 -81.92 Notes: 1.(+)and(-)signs signify wind pressures acting toward&away from respective surfaces. 2.Width of Zone 2(edge), 'a'= 6.50 ft. 3.Width of Zone 3(corner), 'a'= 6.50 ft. 4. For monoslope roofs with 0<=3 degrees, use Fig. 30.4-2A for'GCp'values with'qh'. 5. For buildings with h >60'and 0> 10 degrees, use Fig. 30.6-1 for'GCpi'values with'qh'. 6. For all buildings with overhangs, use Fig. 30.4-2B for'GCp'values per Sect.30.10. 7. If a parapet>=3' in height is provided around perimeter of roof with 0<= 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf. 9. References : a.ASCE 7-02,"Minimum Design Loads for Buildings and Other Structures". b."Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay(2004). 2 of 3 4/4/2023 12:10 PM "ASCE710W.xls" Program Version 1.0 Roof Components and Cladding: r a � --?1` _i i _ 1 ' 1 1 1 I 1 a1 4, 1 :r5'1' 7 '.1. -�— 1 I -J— • IIII 1 1 1 I 1 1 1 1 1 3 2 I j 1 1 ) !? VI> cli a 0, O1 !0'3, O ,0 i i 1 . 1 r 1 1 I j , 1 .... I _ a 3. 2. 3 ,3' 2 '31 1 0<=7 deg. 7 deg.<0<=27 deg. 27 deg.<0<=45 deg. Roof Zones for Buildings with h<=60 ft. (for Gable Roofs<=45°and Monoslope Roofs<=3°) this zone layout applies to this 2. project, a=6.5ft ___i I ff —1 1 . 1 1 1 1 1 1 1 L _� 4 ROOF PLAN Roof Zones for Buildings with h>60 ft. (for Gable Roofs<=10°and Monoslope Roofs<=3°) 3 of 3 4/4/2023 12:10 PM • NEMO I etc. Certificate of Authorization 02455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Mule-Hide Products Co., Inc. Evaluation Report 10900.02.16-1-R6 1195 Prince Hall Drive FL19968-R5 Beloit,WI 53511 Date of Issuance:02/18/2016 (608)365-3111 Revision 6: 12/01/2021 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7th Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: Mule-Hide PVC and PVC/KEE Single Ply Roof Systems for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number(FL#)preceded by the words"NEMO Evaluated"may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 90-page Appendix. Prepared by: ,o�°;'*;'"': Robert J.M. Nieminen P.E. `'.=^• ?+'=' The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 12/01/2021. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen,P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC f114) NEMO I etc. TABLE 1C:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-Orr)OR RECOVER SYSTEM TYPE C-2:PLATE-BONDED ROOF COVER System Deck Insulation Layers) Attachment Roof Cover(Note 15B) MOP No. (Note 1) (Note 13) Fastener(Note 11) I Density/Pattern (psf) RhinoBond SYSTEMS: Min.15/32-Inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond 1 per 5.3 ft. Mule-Hide PVC or KEE HP induction welded with RhinoBond - W-51. max.24-Inch span any thickness or combination Plate(PVC) (6 parts per 4 x 8 ft board) bonding tool. 22.5' Min.15/32-inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond 1 per 4.0 ft' Mule-Hide PVC or KEE HP induction welded with RhinoBond W-52. -30.0 max.24-inch span any thickness or combination Plate(PVC) (2 x 2 ft grid pattern) bonding tool. W-53. Min.15/32-inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond 1 per 4.0 ft. Mule-Hide PVC or KEE HP induction welded with RhinoBond - max.24-inch span any thickness or combination Plate(PVC) (2 x 2 ft grid pattern) bonding tool. 37.5' W Min.19/32-inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond 1 per 5.3 ft' Mule-Hide PVC or KEE HP induction welded with RhinoBond - max.24-inch span any thickness or combination Plate(PVC) (6 parts per 4 z 8 ft board) bonding tool. 45.0' W-55. Min.19/32-inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond 1 per 4.0 ft' Mule-Hide PVC or KEE HP induction welded with RhinoBond - max.24-Inch span any thickness or combination Plate(PVC) (2 x 2 ft grid pattern) bonding tool. 45.0' Min.15/32-inch plywood; (Optional)One or more layers, OMG XHD and RhnoBond 1 per 2.7 ft' Mule-Hide PVC or KEE HP induction welded with W-56. -45.0max.24-inch span any thickness or combination Plate(PVC) (12 parts per 4 x 8 ft board) RhinoBond bonding tool. W 57 Min.15/32-inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond Max.6'o.c.in rows max. Mule-Hide PVC or KEE HP induction welded with -60.0 max.24-inch span any thickness or combination Plate(PVC) 60"o.c. RhinoBond bonding tool. Min.19/32-inch plywood; (Optional)One or more layers, OMG XHD and RhinoBond 1 per 2.7 ft' Mule-Hide PVC or KEE HP induction welded with W-� -67.5 max.24-inch span any thickness or combination Plate(PVC) (12 parts per 4 x 8 ft board) RhinoBond bonding tool. TABLE 1D:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-Orr)oft RECOVER SYSTEM TYPE D-1:INSULATED,MECHANICALLY ATTACHED ROOF COVER SystemInsulation Layer(Note 13) Roof Cover Deck(Note 1) Fastener Fastener Spacing bap Width Lap Spacing Seam Weld MDP No. Type Attach Membrane (Note ill finch o.c.) (inch) (inch o.c.) (inch) Min.23/32-inch plywood or wood plank at max.24- inch spans attached using Trufast Spax 8x1-11,Spas Mule-Hide PVC, Mule-Hide 8x2,Spax 10x1tt,Spas 10s2 fasteners or OMG One or more prelim PVC Fleece EHD Fastener W-59. layers,any Back,KEE HP or with Mule- 6 5.5 75.5 1.5 -52.5 Fasten-Master GuardDog 1-5/8 In.or 2 In.screws combination attach KEE HP Fleece Hide 2.4" spaced 6-Inch o.c.In the field and spaced 3-Inch o.c. Back Seam Plate at the panel ends. Min.19/32-inch plywood or wood plank at max.24- Mule-Hide PVC, Mule-HideOne or more PVC Fleece END Fastener W-60. inch spans attached using 8d ring shank nails spaced laY .a Y prelim Back,KEE HP or with Mule- 6 5.5 75.5 1.5 -60.0 6-Inch o.c.in the field and 010 ring shank nails combination attach KEE HP Fleece Hide 2.4" spaced 4-inch o.c.at the perimeter Back Seam Plate NEMO ETC,LLC Evaluation Report 10900.02.1E-1-R6 for FL19968-R5 Certificate ofAuthorization 032455 7 i EDITION(2020)FBC NON-HVHZ EVALUATION Revision 6:12/01/2021 02019 NEMO ETC,LLC Mule-Hide PVC and PVC/KEE Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 12 of 90 ir .S(..e•PEt llie . i • J xv .- 0 -,.1 p0 u Ilc) 't't4s t''•A ip vw.a .vsw N:'41:•}s 41111111111 1 (...._____ -4- 'C- `i Jam_ c� A \ N--‘ 1A ' * .., "" A JJ v ii iis. --iiii(77-A E. 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ADDRESS: FMAII•• ACCEPT^'•pp ' �--- date/CCRS REP _� date /�.wn >_,.. ble party-contractee contractor-Skip Schi • .._/---- - PAYMENT AS P MA STATE LAW:-1/3 ,-dcw,bit,-1 SPECIAL ORDER/-Y.deposit NO REFUN YOUR NFW ROOF ./ S e BUILDING PERMIT CREDIT$100.00 included DUMPING COSTS OF PROJECT DEBRIS INCLUDED OPTIONS METHOD of INSTALL .4 SLOPED-wei:ht per square OPTIONS PVC 4,�mil 60 mil 90/ EPDM .045 .060. .090 40 '501bs 3051bs IT-thickness- • YPE OF BUILDING: residential commercia industria institutional.-----) • AREA TO BE DONE: (entire area of ram.. £sic C"Er _ VI / n or- A • METHOD of PREPARATION trip roof down to roof sec leave existing roof in place _ QoQtsil SHEATHING REPLACEMENT IF ROTTED, MISSED or BROKEN: ` replacement cost per 100 square feet of roof decking approved by owner��5. e OD kUS 1 tu en UNDERLAYMENT over ROOF DECK: tar felt paper synthetic paper OTHER: _ C E- n 1/4 1-%,2 / 6fE and WATER SHIELD: I just the 1' t ree feet above gutter valleys perimeters Mire roof option/see OPTION below ---�-\k -9 EDGEMETAL DRIPEDGE: so ) or venting entire perimeter rakes ( scia areas type of metal: P11->-Ml INSULATION to be INSTALLED OVER ROOF DECK: thickness: III" attach by: Nt Igrtil -s.pi , _<•I TYPE OF MATERIAL TO BE USED: _____. S-bwgh tn as.halt ARCHITECTURAL STYLE s ing -. PVC DM/RUBBER metal panels slate clay wood shingles MANUFACTURER: SLOPED ROOF MAT 'IAL: Cog E FLAT ROOF MATERIAL: C .41.S LC c3\10-(.A'Sc COLOR: et,L[>p(iy-T13•11 •--t. VJ 11 l[iEL- C'2-Z,g MATERIAL WARRANTY: crrETIME per manufacturer 15 years 20 years 30 years 50 years NDL VSia GUARANTY of WORKMANSHIP: A• • SLdliUdlU lUf i years:we gildldilLy UUf (ieW :UUr III LdildLlUit dgd1Ii i icdhiilg Uue LU uerei.iivc. workmanship only for as long as the homeowner owns and maintains the roof...free repair of roof area nship only. SKYLIGHTS: CNCX11116 MANUFACTURER: re-use existing replace existing with new opening fixed other CHIMNEYS: C f ng inspect and re-us IeJIdLe - ) type of material: ` -- Off' CA-4-or Q.. CA:24,___ PLUMBING VENTS: A �eplace up to four inche� OTHER: , keL NK1s C� l.et Z WOO VENTING ROOF: Re-USE GABLE LOUVERS ADD RIDGEVENT heated areas ONE/NO-CHANGE OTHER vA - • OTHER WORK DESCRIBED: `. -vC2R wy 2, S�1[riS O��-�g — IN t 6s-a_t vj et'Lrws a- tZ,? , y� ...Sly s 2 4s S:v`Su -�,.\ Qs5 e4tC t(l+c1� wM ,6 (Qi talc Ae I .,S-r . 0 - -i- 1- Mra A�. PROJECT AS DESCRIBED 12)� �� 4Q4 . . 4 aM ABOVE ASPHALT SHINGLE CHOICES- 111 4'__ .-u4_ • THICKNESS OPTION 1: 240 lbs TOTAL COST OF ROOF at \�z` Ik 4I a co SC >� • THICKNER SHINGLES OPTION 2: 250 lbs I,A ADD: THICKNEST SHINGLES OPTION 3: 300 lbs I-4- OTHER(siding,windows,gutters-ETCETERA) ADD: aOZ- FLAT ROOF COST " "—AA.P % fit'( ([1")E.,2).N Es ADD:' \ I (462 9= �Zy) e TOTAL COST OF ALL DESCRIBED: \Ce•-/L,.aLtka. Sez.1..4.4C cam{ VISIT MY WEBSITE: 'vww.capecodroof.com"VOTED BEST CONTRACTOR WEBSITE for INFORMATION !" it CAPE COD ROOFING b SIDINGS ...._„ i. COMMERCIAL RESIDENTIAL .L `to 600. ..-- G 0000= O ce_e_ tat 02.Oti2.. 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