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Home My WebLink About0035 STALLION WAY �35 �-c�.l I ion l� � _ _ � . � 9 y1 H1 f I� i � } i y �� I�w 'i� a 1 y { ., . . _ �6`'��„ 'riCW�BaJ�e".+n.�••—�••_ .-mod..JJ �1�fbtlY?Yi<.ne.:6�ivWFi$SH�nsilrw 64Ei::.�.. •� •�•^�.,, ^�. � .. -�...aeLn.J .. ... .. ,.i.-.-... .�.� �... ...... .. 1 1, •f! r� w_..v_�.�.�c�e�_ -.��':i- .._._..:...�.wr:rr�d.._ wu'.__._.._.lu..........u:e.,.v�arr•__..._L_..a.W 1 d�I ME P � rBuilding n numbe��r�•�, � I ......................... Z MASS. �, AUG 29 2019 039. a.0 pectors Initials............... ........��.�.C'�.�...�.3.�.................... iv, TOWN OF BARNSTABLE JU EXPEDITED PERMIT APPLICATION: ROOF/SIDWG/WINDO WS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY FORMATION Address of Project: 9 S ( (,o ,, 6L. NUMBER TREET VILLAGE Owner's Name:� o,�,� /,Gy, Phone Number Sot- y Z_ �,yoo Email Address: n,�o��, ;Z.�� o �J Cell Phone Number 7-74- Slo:4,,&p 3 Project cost $ /'7T , Check one Residential Commercial OWNER'S AUTHORIZATION ON As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: 5 e,- Oa,,-�,-c - Date: TYPE OF WORK Siding Windows (no header change)# /D ❑ Insulation/Weatherization Doors (no header change)# Commercial boors require an inspector's review Roof(not applying more than 1 layer of shingles) n Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name Home Improvement Contractors Registration(if applicable)# 17 3 L.L[.5 (attach copy) Construction Supervisor's License# 09 S 7 07 (attach copy) Email of Contractor q'$,,)ee�9 qS@ C; • C bM1 Phone number 2101— z.2- ALL PROPERTIES THAT HAVE STRUCTURES VER 75 YEARS OLD OR IF THE SUBJECT PROPERTY is/IU A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATIONNUMBER............................................................ *For Tents OI IY* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides? Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached.Provide a site plan with the location (s) of each tent If food is being served at your event please obtain a health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLE'T STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEN P'TION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CAM the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the'Town of Barnstable. Signature Date F_ PLICAN 9 S SIGNATURE Signature Date l ' I q All permit applications are subject to a building official's approval prior to issuance. r Renewal Agreement Document and Payment Terms byAndersen. dba:Renewal By Andersen of Southern New England Matthew&Nat Meredith Legal Name:Southern New England Windows,LLC 35 Stallion Way RI #36079, MA#173245,CT#0634555, Lead Firm#1237 Marstons Mills,MA 02648 WINCO. ae L1I...... 10 Reservoir Rd I Smithfield,RI 02917 H:(508)477-6403 Phone:401-349-1384 1 Fax:401-633-6602 1 sales®renewalsne.com C:(774)810-6403 Buyer(s)Name: Matthew & Nat Meredith Contract Date: 08/17/19 Buyer(s)Street Address: 35 Stallion Way, Marstons Mills, MA 02648 Primary Telephone Number: (508)477-6403 Secondary Telephone Number: (774)810-6403 Primary Email: nmeredith5248@comcast.net Secondary Email: Buyer(s)hereby jointly and severally agrees to purchase the products and/or services of Southern New England Windows,LLC d/b/a Renewal By Andersen of Southern New England("Contractor"),in accordance with the terms and conditions described in this Agreement Document and Payment Terms,any documents listed in the Table of Contents,and any other document attached to this Agreement Document, the terms of which are all agreed to by the parties and incorporated herein by reference(collectively,this "Agreement"). Buyer(s)hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement. Total Job Amount: $17,715 By signing this Agreement,you acknowledge that the Balance Due,and the Amount Financed must be made by personal check,bank check,credit card,or cash. Deposit Received: $8,857 Balance Due: $8,858 Estimated Start: Estimated Completion: Amount Financed: $17,715 6-8 weeks 6-8 weeks Method of Payment: Financing We schedule installations based on the date of the signed contract and secondarily on the date in which we complete the technical measurements.The installation date that we are providing at this time is only an estimate.We will communicate an official date and time at a later date. Rain and extreme weather are the most common causes for delay. Notes: Deposit by Greensky, permit in Barnstable Buyer(s)agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal understandings changing or modifying any of the terms of this Agreement.No alterations to or deviations from this Agreement will be valid without the signed,written consent of both the Buyer(s) and Contractor.Buyer(s) hereby acknowledges that Buyer(s) 1)has read this Agreement, understands the terms of this Agreement,and has received a completed,signed,and dated copy of this Agreement,including the two attached Notices of Cancellation,on the date first written above and 2)was orally informed of Buyer's right to cancel this Agreement. NOTICE TO BUYER: Do not sign this contract if blank.You are entitled to a copy of the contract at the time you sign. YOU,THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF 08/21/2019 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER DATE IS LATER.SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Legal Name.Southern New England Windows,LLC dba:Renewal By Andersen of Southern New England Buyer(s) Signature of Sales Person Signature Signature Jim passanisi Matthew.Meredith Nat Meredith Print Name of Sales Person Print Name Print Name UPDATED: 08/17/19 Page 2 / 12 �/"G� !�G� 7'��?-l7i!/ti��/�%/� ��/�.�J�/�/7//�-P/•lam I Office of Consumer ;affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement-Contractor Registration Type: Supplement Card Registration: 173245 SOUTHERN NEW ENGLAND WINDOWS, Expiration: 09/18/2020 10 RESERVOIR ROAD SMITHFIELD, RI 02917 - scA i C, zom•osin Update Address and Return Card. -�i� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Reaisteiiion. Expiration Office of Consumer Affairs and Business Regulation IZ3245 09/18/2020 1000 Washington Street-Suite 710 SOUTHERN NEW ENGLAND WINDOWS,LLC Boston,MA 0211 BRIAN DENNISON — 10 RESERVOIR ROAD U SMITHFIELD,RI 02917 Undersecretary tiv, without signature C€ mmonWealth of (Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constru_ct�6n`§upervisor CS-095707 Ep i res: 09/08/202.0 BRIAN ® DENNISO(V F -..4. 8 BLACKWELL DRIVE CHARLTON MA 01507CIL Commissioner The Commonwealdi of Massachusetts Department of Industrial Accidents I Congress Streex Suite 100 Boston, M4 02114-2017 www mass goy/dia A'orkers'Compensation Insurance Affidavit.Builders/Contractors/Electriciaas/Plumbers. TO BE FILED WITH THE PERNUMNG AUTHORITY. Applicant Information Please Print Legibly Name(Business/organization/Individual): S 011 'h e-r r, MOW) t-nQ/Cln� I /A dry bjs Address: /O S UDl r �A . City/State/Zip:SM1-H1At°1d,!?• r ozq g Phone#: 40/-22.,r— � ff0y Are you an employer'Check the approprlate box: Type of project(required): 1. I am a employer with 204employees(full and/or part-time).* 7. []New construction 2 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 Join all work myself 9. ❑Demolition ❑ g y [No workers'comp.insurance required]f 4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. [will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I I'[]Electrical repairs or additions proprietors with no employees. l2.❑Plumbing.repairs or additions i.a[am a;eneral contractor and I have hired the sub-contractors listed an the attached sheet � These sub-contractors have employees and have workers'comp.insurance.? 13. of repairs 6. We are a corporation and its officers have exercised their ri 14.[�Other(Otiir,�e-,.J ❑152,g 1(4),and we have no employees. o workers'camp-�of exemption per MGL c. IN insurance required] ' Any applicant that checks box#l 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. tContractors this check this box mast attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. Ifthe sub-contracmrs have employees,they must provide their workers'comp.policy number. 1 am an employer that is proWding workers'compensation insurance for my enWloyeec Below it the policy and job site informat1ox Insurance Company Name: r W9, (�. a Policy#or Self-ins.Lic.#: W A,31, a /02 l a7 Expiration Date: Job Site Address: 3 Jr S+a I f i o^ ✓a City/Stataip: X'Ad r•s g, fft Attach a copy of the workers'compensation po icy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 132,§2SA is a criminal violation punishable by a fine up to$1,S00.00 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. t do hereby ce under the p ' penalties of perjury that the informwdon provided above is true and correct SiM - Date: PJtone#: 4 n 1 7 2, 9 M) Official use only. Do not write in dds area to be completed by city or town of llctaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department J.Cityltown Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 12/28/2018 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 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 CoBiz Insurance, Inc. -CO NAME: 1401 Lawrence St., Ste. 1200 PHONE . 303-988-0446 ac No:303-988-0804 Denver CO 80202 ADDRESS: COMaiI cobizinsurance.com INSURE S AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance Company 31325 INSURED ESLERCO-01 INSURER'B:Firemens Insurance Company of WA,D.C. 21784 Southem New England Windows, LLC.dba Renewal by Andersen of Southern New England INsuRERc:Homeland Insurance Company of New York 34452 10 Reservior Rd INSURER 0: Smithfield RI 02917 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:787175890 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 SU R . POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDO/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CPA3158728 1/1/2019 1/1/2020 EACH OCCURRENCEDAMAGE TO REN $1,000,000 CLAIMS-MADE AI OCCUR PREMISES Ea occurrence $300,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $2.000.000 X POLICY❑JET LOC PRODUCTS-COMP/OP AGG $2.0D0,000 OTHER: $ A AUTOMOBILE LIABILITY CPA3158728 1/1/2019 1/1/2020 COMBINED SINGLE OMIT $ a aaideM 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED AUTOS U�D BODILY INJURY(Per accident) $ X N NON-OWNED PROPERTY DAMAGE HIRED AUTOSAUTOS Per accidem $ A X UMBRELLA LIAB OCCUR CPA3158728 1/1/2019 1/1/2020 EACH OCCURRENCE $15,000,0D0 X EXCESS LIAR CLAIMS-MADE AGGREGATE $15,00o,000 DED I X I RETENTION$ $ B WORKERS COMPENSATION WCA315872924 1/112019 1/1/2020 X S ATUTE ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000.000 OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE9$1,000.000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 81,000.000 C Pollution Liability 7930073340000 1/1/2019 1/1/2020 Each Occurrence $2,000,000 Claims-Made Policy Aggregate $2,000,000 Retroactive Data 06/20/2013 Deducible $25.000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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. FOR INFORMATIONAL PURPOSES ONLY AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD 8/29/2019 Parcel Detail IF UAiNSTA Lmiaed In As: Parcel Detail Thursday,August 29 2019 Parcel Lookup Parcel Info Parcel ID 174-001-038 Developer Lot LOT 132 I Location 35 STALLION WAY I Pri Frontage I Sec Road I Sec Frontage Village Marstons Mills I Fire District C-O-MM Town sewer exists at this address No ( Road Index 2113 I Asbuilt Septic Scan: ; �. Wit•• M I 174001038_1 Interactive Map 1740010382 j it- Owner Info owner SULLIVAN, CHARLES O ESI Co- %MEREDITH, NATERICA CI Owner streets 14 WARNSUTTA ROAD I street2 city MASHPEE I state MA I zip 02649 I Country Land Info Acres 0.36 I use Single Fam MDL-01 I zoning RF (Nghbd.0106 I Topography Level I Road Paved utilities Septic,Gas,Public Water I Location Construction Info Building 1 of 1 Year 1993 ( ROof Gable/Hip I Ext Wood Shingle I Built Struct Wall Living 2150 I Roof As h/F GIs/Cm ac None I Area Cover P p I Type WQK t QASa ij style Cape Cod I Vintall Drywall I Rooms 4 Bedrooms I 4 18 � Model Residential I Floor Carpet I R ome 3 Full-0 Half I Total Grade Average I Type Hot Water I Rooms 8 I stories 1 3/4 Stories I wet Gas I Found-au Poured Conc. I on Gross 4289 I Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments 12/1/2015 INSTALL 13 PV SOLAR 8/25/2015 Solar PV System 201505182 $12,602 12:00:00 PANELS ON ROOF 3.640 AM KW 1/15/1994 3/1/1993 Dwelling B35681 $85,000 12:00:00 MM 1 1/2S AM Visit History i issgl2/intranet/propdata/ParcelDetail.aspx?ID=12132 1/4 i 8/29/2019 Parcel Detail Dat'b ' Who Purpose 2/5/2016 12:00:00 AM Susan Ricci Bldg Permit Completed 4/29/2011 12:00:00 AM Robin Benjamin Cycl Insp Comp 10/21/2008 12:00:00 AM Paul Talbot Cyclical Inspection 2/24/2000 12:00:00 AM Donna Dacey Meas/Listed-Interior Access 7/15/1994 12:00:00 AM ME Meas/Est - Sales History Line Sale Date Owner Book/Page Sale Price 1 5/14/2018 SULLIVAN, CHARLES 0 ESTATE OF BA18P1044EA $0 2 5/15/1993 SULLIVAN, CHARLES 0 8578/223 $173,200 3 11/15/1992 DACEY, BRIAN T TR 8315/152 $929,575 4 11/15/1990 NWE, INC 7344/183 $1,100,000 5 1/31/1989 SOLLOWS, JEFFREY A TR 6612/324 $1 6 5/15/2019 MEREDITH, NATERICA C & MATTHEW L 32022/36 $414,000 - Assessment History Save Building Total Parcel # Year Value XF Value OB Value Land Value Value I 1 2019 $229,300 $38,700 $3,600 $123,300 $394,900 2 2018 $190,500 $38,700 $3,700 $135,200 $368,100 3 2017 $178,100 $39,500 $3,700 $135,200 $356,500 4 2016 $163,100 $50,300 $3,700 $136,300 $353,400 5 2015 $158,400 $46,600 $4,500 $132,100 $341,600 6 2014 $158,400 $46,600 $4,600 $132,100 $341,700 7 2013 $158,400 $46,600 $4,700 $137,400 $347,100 8 2012 $171,100 $45,000 $3,700 $163,800 $383,600 9 2011 $182,700 $3,900 $0 $163,800 $350,400 10 2010 $182,300 $3,900 $0 $158,600 $344,800 11 2009 $183,000 $2,800 $0 $171,000 $356,800 12 2008 $194,000 $2,800 $0 $187,000 $383,800 14 2007 $236,200 $2,800 $0 $237,500 $476,500 15 2006 $215,000 $2,800 $0 $225,700 $443,500 16 2005 $197,800 $2,800 $0 $170,500 $371,100 17 2004 $157,400 $2,800 $0 $170,500 $330,700 18 2003 $139,600 $2,800 $0 $69,400 $211,800 19 2002 $139,600 $2,800 $0 $69,400 $211,800 20 2001 $139,600 $3,000 $0 $69,400 $212,000 21 2000 $119,400 $3,100 $0 $44,200 $166,700 22 1999 $119,400 $3,100 $0 $44,200 $166,700 23 1998 $119,400 $3,100 $0 $44,200 $166,700 24 1997 $123,800 $0 $0 $37,400 $161,200 25 1996 $123,800 $0 $0 $37,400 $161,200 26 1995 $123,800 $0 $0 $37,400 $161,200 27 1994 $0 $0 $0 $24,500 $24,500 28 1993 $0 $0 $0 $24,500 $24,500 29 1992 $0 $0 $0 $27,200 $27,200 30 1991 $0 $0 $0 $54,400 $54,400 issql2/intranet/propdata/ParcelDetail.aspx?ID=12132 2/4 '1146 WN OF BARNSTABLE BUILDING PERMIT APPLICA Ma Ll Parcel. O V I - 0LSgTOINN OF BARNSTABLE #�Q I b �4, p Application Health Division ;., r h 3 R1 12: 15 Date Issued -ift, 01 S Conservation Division Application Fee 0. (� Planning Dept. �,..� ., Permit Fee q.�U Date Definitive Plan Approved by Planning Board Ia. I S I Q N L Historic - OKH _ Preservation / Hyannis �2 Project Street Address 3 5-4/ 1 el G1i,1 Village Owner efl/1rc/'lz�S SG{ll/�/d✓1 Address 140 Telephone 629` t'20 12 7 51 Permit Request �i1 e / PV SQ1ar 9'arl e-ls 04 roof, 3. 6 y0k-lv Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /2 :2 Construction Type Lot Size 36 mil' Grandfathered: ❑Yes ❑ No If es, attach sup porting pporting documentation. Dwelling Type: Single Family ,�'� Two Family ❑ Multi-Family (# units) Age of Existing Structure J9_9, Historic House: ❑Yes Wf o On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 3 new Half: existing new Number of Bedrooms: 4 existing _new Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑.Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 0-,oSr�ph Telephone Number 20-57y 66 Address !l 1G�5�/ License # d/C- .ZVO 2.7ZI Home Improvement Contractor# / 7D 2 Email Worker's Compensation # tQ0`1Y7277gY-21 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &01-e r SIGNATUR DATE 3l �� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r . OWNER i DATE OF INSPECTION: ' . » FOUNDATION FRAME { INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING cc) / 1(s--AwCA—� DATE CLOSED OUT ASSOCIATION PLAN NO: , _ r r o �ZHE T � Town of Barnstable Regulatory Services BARNSTABMASS.'Eg Richard V.Scali,Director �p .i6g9 �0 0 1639 � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L 541/T yq!d ,as Owner of the subject property hereby authorize c7 5,--Dv ny-y to act on my behalf, in all matters relative to work authorized by this building permit application for: s ��r14 A (Address of Jo ""Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. See �o�rt�� Signature of Owner Signature of Applicant Print Name Print Name 3i �s Date Q:FORM&O WNERPERMISSIONPOOLS I Town of Barnstable .. Regulatory Services �oFzt+e Toty,� Richard V.Scali,Director Building Division EARN Tom Perry,Building Commissioner hrass. 9�b i6s9 �� 200 Main Street, Hyannis,MA 02601 '°rFDt a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is, to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings--containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction'Control:' ' z '-HOME6WNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &'Regdlations for Lieeiising Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities-,require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of°a Supervisor: On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. QAV,fPFILES\FORMS\building permit fonns\EXPRESS.doc Revised 061313 .� ago �.�. age s• .0 •A STRUCTURAL ENGINEERS M PIP F30 July 17,2015 Mr. Wissem Taboubi NRG Solar 89F Washington Ave Natick,MA 01760 RE: Sullivan Residence Solar Installation 35 Stallion Way Barnstable, MA 02648 Structural Assessment of Roof Framing Al PP Project No: 15-1387 Dear Mr. Taboubi: Pursuant to your request,MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels. Our analysis was based on the framing information and configurations provided by NRG Solar. It is our understanding that the structural components of the existing roof framing are in good condition. It is further understood that all existing connections between the various roof framing members, including ceiling joists and rafters,are adequate to resist the current loading conditions and behave in the manner that a typical rafter and ceiling tie system is intended to behave prior to installation of the solar panels. Results Rear Roof—adequate to support the proposed solar panels Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 780 CMR 51.00: Massachusetts Residential Code which has adopted the 2009 International Residential Code with Massachusetts amendments.Per Table R301.2(1),the ground snow load to be used for each town is in accordance with Table R301.2(5). Similarly,the wind speed for each town is in accordance with Table R301.2(4). The roof framing was analyzed in accordance with Section R104.11 of the of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs(e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table R301.2(5)). Wood members were analyzed and designed in accordance with the NDS 2005. The roof area for the solar panels of this residence is framed in a gable configuration with conventional 2x roof rafters. The existing roof structure is in good condition and is assumed to have two layers of asphalt MPP Engineers,LLC 1 34 South Main Street, Suite D I Allentown,NJ 08501 609-489-5511 (office) I www.mppengineers.com 1 609-489-5916(fax) Sullivan Residence Solar Installation 35 Stallion Way Barnstable,MA 02648 shingles. The pertinent data is listed below: Rear Roof(12 Panels Total): Rafters: 2"x 8" (92 Spruce-Pine Fir Assumed) Spacing: 16"O.C. Roof Slope: 24 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 12 feet 7 V2 inch Ceiling Joists: Present • Collar Ties: Not Present Roof Sheathing: Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2 (5)of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Cc: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition (Warm Roof) Design Snow Loads On sloped roof: 21.00 PSF(Existing—Unobstructed Warm Roof) 17.71 PSF(New—Slippery Surface on Cold Roof) Wind Speed: 110 MPH from Table R301.2(4) of Massachusetts Residential Code Exposure B Analysis Results: General Considerations ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar panels are mounted slightly above the roof line,it would be conservative to consider a thermal factor Ct of 1.1,treating the panel surface as a cold roof rather than a warm roof. Based on the roof slope and considering it as a slippery surface,the snow load is reduced by 16%compared with the snow loading directly on the existing shingled roof surface. This reduction equates to 3.29 PSF which essentially offsets the weight of the solar panels. Gravity Loading: Rear Roof—adequate to support the proposed solar panels It is our understanding that the panels will be installed using IronRidge rail with L-feet(or equal)at approximately 48 inches on center(e.g. every two to three rafters). The leveling feet will be fastened directly into the existing joists with 5/16"diameter lag screws with a minimum embedment of 3". In addition, it is important that the leveling feet support locations be staggered between adjacent panels so that no single rafter supports more load than under the existing conditions. Sullivan Residence Solar Installation 35 Stallion Way Barnstable,MA 02648 Wind Loading: Based on our calculations,the net wind loads imposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on the roof framing. In addition, provided that the leveling feet are attached to the roof framing members in a typical staggered fashion,the overall wind loading imposed on the structure and the individual framuig members will not be impacted to any great extent. If you have any questions regarding this matter,please feel free to contact my office at 609-489-5511. We appreciate the opportunity to assist you with this evaluation. Sincerely, MPP Engineers,LLC Chiranjib Mukherjee ZN OF,tpgs .o= AS G 0 s 1 No.4 35 /STER�°�Q s�Cn�AL � Ashutosh Patel,P.E. MA Prof. Eng. Lic.No. 48235 PROJECT DESCRIPTION: SHEET INDEX PROJECT SITE ^^9:!;� 13 X 280W ROOF MOUNTED STALLION WAY PV-1 SITE PLAN&VICINITY MAP � ? Home PV-2 ROOF PLAN& PANELS SOLAR SOLAR PHOTOVOLTAIC MODULES \ PV-3 ROOF ATTACHMENT DETAIL SYSTEM SIZE: 3.640 KW DC STC PV-3A ELECTRICAL&SIDE ELEVATION DETAIL .5 ARRAY AREA: PV-4 ELECTRIC LINE DIAGRAM ea"ec (R-1):235.64 fe . ` PV-5 LABELING PV-6 SPECIFICATION DETAILS a:° PV-7 SPECIFICATION DETAILS .He 3162 P!-8 SPECIFICATION DETAILS 7i "6W LL. x / PV-9 SPECIFICATION DETAILS PV-10 sPEgFlCATION DETAILS " •'�'` PV-11 SPECIFICATION DETAILS *Q PV-12 SPECIFICATION DETAILS 3 5 Stallion Way U U� ean+ti O / DRIVEWAY w Q W s �:z R LL o Oo (E) UTILITY METER OL a / 1 2 VICINITY MAP / PV-1 SCALE: NTS PROJECT SITE o0 / s N LLIQO C ® _ LL Lu Q~a r F LN� --LLnz C()1Y Q 13 PV MODULES I77 Drg.Na: -- \ �t ® Drg•84: TMG 10 Rev.ey: --- Data. 22 JULY 15 PLAN TITLE SHEET: • NORTM SITE PLAN 1 — VICINITY MAP 1 SITE PLAN WITH ROOF PLAN 3 HOUSE PHOTO PV-1 SCALE: 1/16 1'-0• PV-1 SCALE N1S Pv—I ARRAY & ROOF AREA CALC'S L—GATE 120 CELLULAR (N)AC DISCONNECT nrg ROOF R-1 PRODUCTION METER Home ( CUMARRAY AREA =235.64 f N) PV LOAD C (� UT1LfTY METER SOLAR ROOF FACE AREA=724.99 fP Z — Z Z 235.64/724.99 =32.507. 1"PVC/EMT CONDUIT FACE AREA COVERED 6Y ARRAY 31621 1 Y+ NO NELL'L. 1 � NJ \t l ' N U 14 `\ '< Z Z LLI Q W ROOF DESCRIPTION $� C01iP.SHINGLES 3„ 23 , 1 , '` '` y 1 0 O AZIMUTH 166 PITCH 24 SHADING 927. 00 LEGEND ,,®,, ® 1 1 '1 l 1 '1 ', '� '� ,, 1, ', '� .` t Lu Q O o ROOF ATTACHMENT i , ,1 ', l 1 i t , 1 , ` , , Q g Q RAFTER 1 1 1 1 , 1 O PI EP VENT \ , 1:®l ` ` , , 1 , , I, , = U LLT ® SKYLIGHT '', ` } ', .` ',. ', ', 1 w z p AIR VENT ®', 1 , T , , , '\ ; Q Q Q --- CONDUIT SATELLITE \ 1 \ ` ` ` ` ` I , '1 r J�tl7 0 EIJPHASEICAL MICROIPMENT NVERTERS ANTENNA , ''` ., ti.1 ,. , ', 1,. , 1 , ENPT13 PV ODULES INVERTERS M Q ® M-250-60-2LL—S22 O �LYBIRO ', \ 1 M-250-60-2LL—S22 m MODULE SPEC'S � 28 ATTACHMENT®48'O.0 MAX UNIRAC SOLAR MOUNT RAIL -- Drg.No Drg.Be, TMG I I Rev.Be: --- n ® Date: 22 JULY 15 in N0A TITLE SHEET: ROOF PLAN t T 1 ROOF PLAN WITH PANELS PANELS LG280SIC-83 PV-2 SCALE 3/18'= 1'-0' PANELS-280W LG Mono X Panels Home SOLAR �epeN nq�ti No.31821 i Sd NOWELL. Nl M ar�rfr • N U U1 N U O� UNIRAC SOlARM0UN7 GROUND WEEK & z w RAIL WITH ECOFASTEN MODULE CLAMP w L—FOOT Q Z PV MODULE a COMPOSITE ASPHALT LL OC SHINGLES O a �O Q[N GREENFASTEN FLASHING: ECO—GFI—BLK-812 WITH ECO—CP—SQ COMPRESSION BRACKET 5/16"X4" S.S LAG BOLT WITH 2.5" MINIMUM PENETRATION SEALED WITH U>N APPROVED SEALANT Q Q w3Q U m LL[ m � w QQ� 1 F— Ln,Z' N0)W Q Deg.Mw -- I Drg•Bs, TMG Rev.Bg: -- Date: 22 JULY 15 1 ATTACHMENT DETAIL ROOF SHEET: TT cw E" P!-3 SCALE:NM DETAILS PV-3 nrg�' Home SOLAR ��ec aReti M1 o NP.31021 Sd NONELL. y 4'rM or..o. U� - N U O� zm �L Q LL Oa Oo Lu FROM PV ARRAY I f]L N c� o _ (E) DOWNSPOUT r w I ao 0 o E1707 ISO I I � Q o �� I = U TO Q Z 6 =OLd N Z�m DDE —1 Ln Z QM W FROM UTILITY PROVIDER (UNDERGROUND) (E) UTILITY METER BOX JUNCTION BOX FOR ENVOY (EXTERIOR WALL) Drg.Na_ -- (E) TO MAIN SERVICE PANEL (N) 100AMP PV LOAD Drg•Bg.: TMG (INTERIOR WALL) CENTER (EXTERIOR WALL) Rev.Sp: -- , Dote: 22 JULY 15 (N) UTILITY AC DISCONNECT (N) L—GATE 120 CELLULAR TITLE SHEET: (EXTERIOR WALL) PRODUCTION METER ELECTRICAL t SIDE ELEVATION (EXTERIOR WALL) 1 ELECTRICAL&SIDE ELEVATION DETAIL DETAIL FV-3A SCALE NIS �FV-3A nrg�' SERVICE INFO INVERTER SPECS MODULES SPECS Horne UTILITY COMPANY:-- E PHASE QTY:13 SOLAR INVERTER TYPE:MAIN SERVICE VOLATGE:240V M250-60-2LL-S22 MODULES TYPE:LG280S1C-B3 MAIN PANEL BRAND:SIEMENS QTY:13 WATTAGE 28OW MAIN SERVICE PANEL:100 A WATTAGE:210-300W NOCT WATTAGE:205W +` FDPall 1e MAIN CIRCUIT BREAKER RATING:100 A SERVICE VOLTAGE:240V FRAME THICKNESS:35MM z No.111621 x MAIN SERVICE LOCATION:NORTH-EAST WALL CEC EFFICIENCY:96.5% FRAME COLOR:BLACK "NOWELL. SERVICE FEED TYPE UNDERGROUND Voc:38.80 91 "' MAIN SERVICE PANEL GROUND:EXISTING GROUND ROD VPmcx:31.90 MOP"A Isc:9.33A IMP:8.78A to U 1 -JUNCTION BOX N V (0 U LTY (E1 Max SWCE PANEL IOOA sa unulr R 5ED «are Izo U 1 -L-wE 12D PRDDUCrON N0ER MEIER RATED BUS BAR LOQA S"MLY N;OSMOET PV P%)17x1LON umD r&NIEx auNcnorT Box SOLAR ARRAY p.s4o kWekT Z LL t°r✓a 00 MP 3 2DW RISES 3 LaTFR 3 C ,�„ 2 A 1 BRANCH 1 0 I - tow SOLAR oNLr EGAD COMER Low D B rw BRANCH13LM EX Q w 1 - 2DA/2P SOLAR EREAIOR O o ty ca it w vARULET.CONNECTED w EIRWCEI _ At n wicuR Q z 1 - tam, SOLARE)hVY WEAKER " ,jJ'1 13 MODULES LD MONO X L0250SIC-M LL ❑ FUSED AC DISCONN✓CT WIM 'ES, O 20A EASES TO UmnY MP I -2QV2P SOLAR IIRFAXER —_ N � I AA/tP g BD 2WV l 1rh 2-#12 THWN-2 WNIIORING 120% RULE I w IN-112 THWN-2 MC/GEC OUREf 00 BusBAR RATwc to 3/4'EMI CONDUIT mA lJ) w BREAKER RATza,:tow W�CY aroulm (100 X 1.2)-IDOA-20A _j Q O y 20A MAX BACIDtED 1L Q PROPOSED SYSMA:ZQA 23A<2w F =Z 1: m U LLj WEATHER STATION d' Z Q m INFORMATION F Q F-Q BWeSGBIE MUM BOA to H- ASHRAE 2S ABC. 128'C ~ —I LO _I Lf) IROOOOFOSUURRFACEETTDAP so'C N C11 W . Q m 3 2 i 3-fa 7HM-2 3-$B Dm-2 CDNDUCTORS ARE ENGAGE CAME a:, 1 - ge 7HWN-2 EGC/cEc 1- $a THNN-z floc/GEC $UppORIED on PJ it BNB COPPER IN1'ERA'CONDUIT IN V EMT CONDUIT RACKING SeM HOT D w FREE AIR NOTES:1. ALL MODULES N1LL BE GROUNDED IN ACCORDANCE WITH CODE MID VOC:240VAC VOC:24GVAC EXPOSED TO Dfw �240VAC Drg.Nw THE MANUFACTURER'S INSTALLATION ISTRUCIONS. M I3.GAAC ISLa 13AUVC SUNLIGHT >SR 13.O1AG 2. ALL PV EOUIPMtNT SHALL LISTED BY A RECOGNIZED TESTING LAB. Drg.Be.: TMG •3. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. ENPHASE INVERTER TOTAL SYSTEM CALC'S JUNCTION BOX TO LOAD CENTER CALC'S ENPHASE INVERTER BRANCH 1 CALC'S I4. INTEERRCONNNEEC ION.N.BBREAKER KER s AL�oTM�OF LITYAND LOAD. QTY:13 MAX AC:16.25A QTY:13 MAX AC:16.25A QTY:13 MAX AC:16.25A Rev.Be: --- s. WHEN AANNEBACTIFON BREAKER KERBRE I�E META a Dt F UMJTY r irre NOC:1 (ON x NOC)x I= NOC:1 (CITY x Imp x I= NOC:1 (my x Not)x,am Date: 22 JULY 15 INTOPPOSITE END OF THE BUS BAR OF THE MAN BREAKER TITLE SHEET: s WORK CLEARANCES AROUND MWTRICAL EQUIPMENT WILL BE WIRE GAUGE#8 WIRE OCP:50.00A WIRE GAUGE:#8 WIRE OCP:37.50A WIRE GAUGE#12 WIRE OCP:25.00A ELECTRIC MAINTAINED PER NED 110.26(A)(1). 110.28(q)(2)8 110269A)(3 XhR 7. ALL EIOR CONDUTIS.STRINGS AND BOXES SHALL BE RAIN TI TEMP RATING:75'C AMP NAT=x TEMP oE-PATE TEMP RATING:75'C x TDAP DE-RATE TEMP RATING:75'C AMP FAI1N0 x TEMP DE-RAZE LINE AND APPROVED FOR USED IN WET LOCATIONS PER NEC 314.15 DIAGRAM B. ALL METALLIC RACEWAYS AND EQUIPMENTS SHALL BE BONDED AND AMP RATING:50A MAX AG TO BE LESS OR EOIIAL TO AMP RATING:50A RAX AD TO BE LESS OR EQUAL AMP RATING:25A mm AG TO BE LESS OR MUN. ET.ECTRICAIAY COMINUOUS. MARE OCP FOA WDff TO EIE TO WIRE OCP FOR WD@ TO BE TO 161E OOP iUR VaRE TO f@ P DE-RATE:1.00 APPROVED Br 2011 Las TEMP DE-RATE 0.75 APPROVED B+m11 NEc TEMP DE-RATE 1.00 APPROVm Br 20 1 NEc PV-4 nrg�' Home ALL LABELING SHALL FOLLOW THE ANSI Z535.4-2011 STANDARD SOLAR y'vyt�jAlta AR�.y RV 4T P.Pe, �P DISCONNECTION MEANS; TO BE TO BE INSTALLED AT MAIN SERVICE INSTALLED AT ALL AC DISCONNECTS PANEL AS PER NEC 2014 690.54: ~NOWELL, PER NEC 2014 690.13 (B) "' AC OPERATING VOLTS:240 VOLTS SOLAR AC DISCONNECT FAC OPERATING CURRENT:18.26 AMPS • NU U� DISCONNECTING MEANS MAY BE ENERGIZED to-,,, IN THE OPEN POSITION; TO BE INSTALLED AT Q 1- DISCONNECTING MEANS PER NEC 2014 690.17 (E) Z w WARNING Q w ELECTRIC SHOCK HAZARD. n O DO NOT TOUCH TERMINALS. Q TERMINALS ON BOTH THE LINE _ LL I AND LOAD SIDE MAY BE ENERGIZED Q Q IN THE OPEN POSITION O p f1C N INVERTER OUTPUT CONNECTION; TO BE INSTALLED AT MAIN SERVICE PANEL PER. NEC 2014 705.12 (0)(2) 00 v- WARNING w>—04 INVERTER OUTPUT CONNECTION J Q DO NOT RELOCATE Q THIS OVERCURRENT DEVICE F =Z< V LL x J TO BE INSTALLED AT MAIN SERVICE w Q Q PANEL AND UTILITY NET METER: 1 N WARNING —1 Ln z DUAL POWER SOURCES, N n W SECOND SOURCE IS PV SYSTEM Q m TO BE INSTALLED AT MAIN SERVICE PANEL IN THE EVENT OF SUPPLY SIDE CONNECTION: DrS.Na: --- WARNING Dre•Bs.: TMG SUPPLY SIDE CONNECTION IN Rev.Bg: --- USE FOR PV INTERCONNECTION Date: 22 JULY 15 TITLE SHEET.- LABELING Pv-5 nre Horne SOLAR Enphasee M250 Microinverter//DATA to ea(• 4T yr�P.PBTE Enphas9°Microlnverters INPUT DATA(DC) M250-80-2LL-S22/S23/524 r q a Recommended input power(STC) 210.300 W :ao.al LL.i ..316Z, NJ E n p h aseie M 250 Peak pow input DC voltage 48 V �Q4 r e, �.+k Peek power tracking voltage 27 V•39 V M°r° Operating range 16 V-48 V Min/Max start voltage - 22 V/48 V U U� Max DC short circuit current 15 A � Max input current 9.8 A _U OUTPUT DATA(AC) 0208 VAC 0240 VAC !n Q>— Peak Output power 250 W - 260 W Z W Rated(continuous)output power 240 W 240 W 0� �. Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Q Q Nominal voltage/range 208 V/183-229 V 240 V/211.264 V (]Z Nominal frequency/range 60.0157-61 Hz_ 60.0/57-61 Hz Q jL Extended frequency range* 57-62.5 Hz 57.62.5 Hz Q Power factor >0.95 >0.95 r Q 1r=� Maximum units per 20 A branch Circuit 24(three phase) 16(single phase) N Maximum output fault current 850 mA rms for 6 cycles $50 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.016 Peak Inverter efficiency 96.5% 00 Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW max W>_IN The Enphase"M250 Microinverter delivers increased energy harvest and reduces design and MECHANICAL DATA J Q 0 temperature installation complexity with its all-AC approach.With the M250,the DC circuit is isolated and insulated Ambient tem per range 9 -40°C to+65°C from ground,so no Ground Electrode Conductor(GEC)is required for the microinverter.This Operating temperature range(internal) -40"C 1o+85°C =Z 171 D mm x 173 mm 30 mm(without mounting bracket) Lu U H W Dimensions( xx) x further simplifies installation,enhances safety,and saves on labor and materials costs. Lu LLj Weight 2.0 kg d) J The Enphase M250 integrates seamlessly with the Engage°Cable,the Envoye Communications Cooling - Natural convection-No fans 131 Q Q LD Gateway-,and Enlighten,Enphase's monitoring and analysis software. Enclosure environmental rating outdoor-NEMA6 >H Q FEATURES N Compatibility Compatible with 60-cell PV modules. J Ln Z PRODUCTIVE SIMPLE RELIABLE Communication Power line to m Q -Optimized for higher-power -No GEC needed for microinverter -4th-generation product Integrated ground The OC circuit meets the requirements for ungrounded PV arrays in m modules -No DC design or str ng calculation -More than 1 mi.lion hours of testing NEC 690.35.Equipment ground is provided In the Engage Cable.No -Maximizes energy production required and 3 million units shlpped additional GEC or ground is required. Minimizes Impact of shadfig, -Easy installation with Engage -Industry4eading warranty,up to 25 Monitoring Free lifetime monitoring via Enlighten software dust,and debris Cable years Compliance UL1741!IEEE1547,FCC Part 15 Class a,CAN/CSA-C22.2 NO.0•M91, 0.4-C4,and 107.1-07 Frequency ranges can be extended beyond nominal if required by the utility Dfg.Na: --- Dr9.Bs.: TMG e Rev.By: --- [e]enphase° SP° To learn more about Enphase Microinverter technology, [e]enphase° Date: 22 JULY IS c us visit enphase.com E N E R G Y TITLE SHEET. 0 2ots Ercximro nurey.a tools rem,.-ved.nl rt xmaro a Ixanas In ws aaur�m:me rc}sterw Ib�o-rospeuna a+ro. SPECIFICATION DETAILS PY-6 i n ' Home SOLAR ape°°sc �5 P.PFl4 m j Enphase-Engage Cable System//DATA peYo " Engage Cable System and Accessories :14o.31021=)e 0 WELL. a. Nl CABLE TYPES/ORDERING OPTIONS E n p h asy Engage Cable Voltage Connector Spacing PV Module Orientation Model Number OConnectors' Weight" 240 VAC,4 conductors 1.025 meter(40") Portrait ET70.240-40 40 40 Ibs In U 240 VAC,4 conductors 1.7 meter(67") Landscape __ ET17-240-40 40 45lbs 208 VAC,5 conductors 1.025 meter(4D") Portrait ETIO-208-30 30 30 lbs („) 40�/�, 208 VAC,5 conductors 1.7 meter(67") Landscape ETV-208.30 30 35lbs O Fti.1 'Prftlih ntl l°v"BmBafY,trm„pn Eu+imn NnxYl)M exnn.,;ms.•-wncty mn mrxnx'rmte- Z U CABLE SPECIFICATIONS Q W Description Rating Q O Cable temperature rating 90"C(194"F)wet/dry Q LL Cable insulator rating THWN-2 O Q UV exposure rating UL 746 C,Ft Q-a Conductor size 12AWG (� to Compliance IEC 60529 IP67,CAN/CSA 22.2 Vo.21,182.3.UL 486A/6,514C.6703,and 9703 Cable rating TC-ER _ Cable Diameter 1.25 cm(0.49") Minimum bend radius 12 cm(4.75') 00 ENGAGE ACCESSORIES 'tt- tn -19 ul CV Branch Terminator Disconnect Tool J Q one terminator needed per branch 7 Plan to use at least one per E3 Q The Engagem Cable is a continuous length of 12AWG cable with pre-installed connectors for circuit installation 2 z< Enphase Microinverters.The cable is handled like standard outdoor-rated electrical wire,allowing it ET-TERM-10(sold in packs of 10) ET-0I80-05(sold in packs of 5) U O to be cut,spliced and extended as needed. LU w W The Engage Accessories complement the Engage Cable and glve it the ability to adapt to any lu Q Q m installation. Watertight Sealing Cap �,,. � Cable Clip F. l-Q Ike One needed to cover each unused `" (,�,� Many needed to fasten cabling r U)F- connector on the cabling ice^" to the racking or to secure looped -1 Lin z ET-SEAL-10(sold in packs of 10) cabling =3 M W FAST FLEXIBLE SAFE Er-CLIP-100(sold in packs of 100) In Q -Oulck installation -Simple design -No high voltage DC to Large branch capacity -No additional cables -Reduced fire risk Engage Coupler Used for splicing two power cables within an array ET-SPLK-05(sold in packs of 5) Drg.Na: --- Drg.sg.: TMG _ Rev.B8: --- �e�enI-�hase- ( . To learn more about Enphase Microinverter technology, l enphase Date: 22 JULY 15 f E N E R G v SA visit enphase.com e E N E R G y TITLE SHEET. c us SPECIFICATION ozaln Frteuf F—w.ai.o,i ram.rtriu.kx m narcnn this dmi—i mh'rjswr hythd—,retnr,.x„m. DETAILS PV-I j o) N n _ x o co . j ma o o 4 4 n J O r 3 I o `�" v l5 o a $ `` �$. �. I •• p' 3 d w w. ; � ? 2 O a G9 = I a89 x E 3L ! I i ? - - xel as= 'i naFadnk ! i c I 1 jai -w 8 a 3 ; s�gg sYg 5. ----------- IS s 5 � G ae 3 3 ul 5 I i25 1 3r 1 b ; I I I�1P1V M 3 � i .I RLb'8 i l I i } r le c Y EWE 14 Tit 4Es ` o TITLE SHEET: fm 1" ° @�sxoFO4 { m� s W P SULLIVAN, CHARLES ROOF DIAGNOSTICS ?r=on 60 D 0 m 1 { 35 STALLION WAY SOLAR AND ELECTRIC, LLC `mw OD 4 I �, I BARNSTABLE, MA 026.48 '��w3s �j' M Home SOLAR pan°°•ae Yyy `y„w x Envoy Communications Gateway Envoy Communicat ons Gateway 1/DATA N*.31621=r Sd RONELL.IIr � NJ 4 Envoy Communications Gateway- - INTERFACE �U Power Line Communications Enphase proprietary t U 1 Local Area Network(LAN) 10/100 auto-sensing,auto-negotiating,602.3 (—U In� ry LAN CONNECTION OPTIONS - Oul U Cable Assembly.Ethernet.RJ45.Orange.1Oft Jncludod with ENV-120-01 and ENV-120.02 0 LU .1 Power Ilne communication bridge pair Included with ENV-120-01 Q O Wireless N USe adapter(802.11 Wg/n) Included with ENV-120-0.2 Q LL IV - \ POWER REQUIREMENTS 0 Q St +�tPr O ID �+�'h' AC Supply. _ 120 VAC.80 Hz ^. uo �- �' •'ram"' , ' s Power consumption 2.5 watts typical,7 watts maximum ^" L"// CAPACITY Number of microlnverters polled Recommended up to 600 _ OD 'V' MECHANICAL DATA IN r 174 Dimensions(WxHxD) 222.5 mm x 112 mm Weight 34U 9(12 oz.) x 43.2 mm(8.8"x 4.4'x 1.7-) _1 Q 0 Ell Q...- ...-_., � Tie Enphase Envoy*Communications Gateway provides network access to the solar array - - - Q enabling comprehensive monitoring and management of an Enphase system. An,blemtemperature m ge ao°c to+6s°C(-a0^to 149°� _ =Z Cooling Natural convection-no fans Lu U U.l, Solar professionals and system owners can easily check the status of their Enphase System using Enclosure environmental rating Indoor NEMA 1 LL y Z 1 the Envoy's LCD display or get more detailed performance data via Enlighten'Software,included r 1u q Q With purchase of Envoy. FEATURES F N Standard warranty term _ Two years - J Ln Z .. Compliance UL 60950-1,EN 60950-1,CSA22.2 No.80950•1 and IEC l/J SMART SIMPLE SCALABLE 60950-1,FCC Part 15 Class B V - -Includes web-based monitoring -Plug and play instalation -Residential or commercial ready out I API available _ - System-level production data _ and control •Fexible network ccnfiguration of the box -Integrates with smart energy devices -No additional AC wiring required -Supports up to 600 mieroinverters -Autcmatically upgrades and sends performarce data Drg.Na: --- Drg.So.: TMG Rev.Ell: --- Dote: 22 JULY 15 [el enphase' $A* To learn more about Enphase Microinverter technology, [e]enphase* TITLE SHEET: E N E R G Y C Us visit enphase.com E N E R G Y SPECIFICATION o aa,<J,prme=neg>'..nr agar rmnved.a o-e°amu«omma h Ne doanr>+r ar*reatirarey bi rnar rm�ec:im ownm. DETAILS PV-9 nrg�' Home SOLAR Laws Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY Bµev ARO irYilY Q� Shieldedcnts .uo.as6zt MENMON N2ELL. Y INTERNETLGate 120 isle Oil f, t� f fir: �, -•� RESIDENTIAL • • •• • • r .� in IBM i^sC0® lit�lt�l1 • our N U 1^k8 Lq.rp M M— ELECTRICAL O • • • • • 'llf#tlwN�l-Ipl y�rlg p�� SERVICE z UJ ,r i-}I ii®iD� INVERTER(5) LGATE 120 u' W • PV ARRAY Q U1 allowing'System owners and cperators to easily maragp Q Z distributed solar asset-.. Q DIMENSIONS LL Q Q SOCKET METER O—1 METER BASE LOCUS ENERGY METER MODULE � COMM NODULE tt The LGate 120 combires a revenue-grade.solid-state Cows,meter w th an advanced communications gateway. v v v I 9 g >' 6.95 in 1 a These components vrork in conjunction to remotely moritor the performance cf residential solar energy installation ��, r-_ regardless of pa-rel or Inverter tyoe.Tho LGate 120 is a one-piece completely under glass meter wnich installs o I 6.3nn easily using a standard socket base.Performance data is uploaded in nea'real-time:o the Locus Energy SolarOS _ y �a—.�.�aEEaaw•att J 00 monitoring olatform which provides a suite of tools and ara ytics for asset managers. "fit M i of T ig i SAa in-.! En •-600 in-• J>-0 DATA COLLECTION I. - 7.30Ir. --. AC energy data is collected by the meter and passed to the common cations rncdule.Additional system • =Z< performance data car be collected directly from meteorological sensors and supported inverters via RS-485 or LU Zigbee ccnneclions.All data is storec in ncn-volatile memory and then automatically Lploaded to SolarOS at user - Lu U O LLI configurable intervals SPECIFICATIONS to Lu J Q Q Q Nothew ARM9-treddedCPU A.-y ANSI1 cw 2osso.2% N NETWORK CONNECTIVITY es C,Mlomv Tern of until 2,6 O-A6lmware.lvdalei vdta lnw, 12C-180 VAC -1 In The communications gateway inside the LGate 120 suppor:s plug and 1)ay connectivity through a cellular or Ethernet W.,- 120 M0 RA4 Pnmea Single It-San P+lateal SO..60 N. ?L.D Z network connection.Once the unit is installed and powered on.it will immediately begin t'ansrri:ting data without av>lar LCO.— Socket Tyne 2S In �Q any configuration.=or maximum rat ability-the communications ga:eway will automatically route uploads between the wireless and wired connections if either of the networks are unavailable RS4862..gym pna mare ANSI 12.2odoss0..2% M.d— FCC Carl Ise Zl9L_ PT[Re FEATURES AT&T Carrier Carnpllance • ANSI C12.20 power meter Low cost installat on --- LAN RJ45 10/100 Ct!ICrneL IJI nell duplex,auto pderily RS-486 and Zigbee inputs Doesi t require entrance into the house Celnlwr 3GGSM Enelviura NEMA 7RTyDe Org.Bo.: TMG • GSM celular or Ethernet connectivity • Plug and play activation r+elrrorEMg ol+cA or alelm wet9nl e,: Rev.BE. --- • Ove'thaairfrmwareupdates Configurable data upload interval mmanafpni 6.9s-x6.s',T.S. 9 Cmimrmen: 20tp70C.95%RII.nen—nd—ing Date: 22 JULY 15 warranry snunmrnnnornrcy TITLE SHEET. SPECIFICATION DETAILS PV-10 Home SOLARMO atasheets Hill U N I RACY SOLAR FUNIRAC Unirac Code-Compliant Installation Manual SolarMount h.ru ero u tgptD.tReh t1 SOLARMOUNT Beams Part III.Installing SOIaYMOUrit Part No.310132C,310132C-8,310168C,31D16SC-8,310168D 'xD.ataxt if c 310208C,310208C-B,310240C,310240C-B,3102400, 9da xo WELL..Nj ?x The Unimc Code-Compliant Installation Instructions support applications for building permits for 410144M,410168M,410204M,410240M photovoltaic arrays using Unirac PV module mounting systems. 4'< a.•. This manual,SolarMount Planning and Assembly,governs installations using the SolarMount and Properties units SOLARMOUNT SOLARMOUNT HD N U SolarMount HD(Heavy Duty)systems. Beam Haight in 2.5 3.0 —1 f'- 13.1.I SolarMountO rail components Approximate Weight(per Ilnear a) plf 0.811 1.271 to—aV O 1- � � _ Total Cross Sectional Area ins 0.676 1.059 0� JLd Q W �' Section Modulus(X-Axls) ins 0.353 0.898 � s" ® rV O ai 0 Section Modulus(Y•Axis) or 0.113 0.221 Q Z Q a Moment of Inertia(X-Axis) in' 0.464 1.450 LL< 1 �© r7 Moment of Inertia(Y-Axis) in' 0.044 0.267 O O Y# Radius of Gyration(X-Axis) in 0.289 1.170 1�N PL1ure 4.solorMoum standard mil mmponmu. Radius of Gyration(Y-Axis) In 0.254 0.502 'Raid are extruded using thew alandnum alloys:6005-75.6105-75.6061-r6 ORail-supportsFvmodules.Usetwoperrowof Includes 3/8"xY"-bolt with lock washer for attaching modules.6105 TS aluminum extrusion,anodized. L•foot.Flashings:Use one per standoff.union:offers OD appropriate Bushings for both standoff types. ©Rail splice-Joins and aligns mil sections into single Note:There is also a flange type standoff that does not W N length of rail.It me form either a rigid or thermal require an L-foot. expansionjoiu k t,8 inches long,predrilled.6305-T5 O Aluminum two-pee standoff(4"and T on) -Use e Q O aluminum extrusion,anodized. per L•foo{.'nv�picce:6105-TS aluminum extrusion, Q Q Includes!8"x Ar serrated flange!It with EPDM SLOT FOR T-BOLT OR 1.728� =Z� washer for attaching L-(trot,and nro AF Ing belts. SLOT FOR T-BOLT OR 1- ©slce or2gsaew-ionjint.Ca)-Use4 reelper.id 1/"HEX HEAD SCREW HEX HEAD SCREW I�s1 O Splice or2 per expansion joint.Cnhmnizcd steel. U Q Lag 6txety for Lfoot(5/t6')-Attaches standoff to d) —f rafter. 2X SLOT FOR SLOT FOR � Z Q L-font-Lherosecure mils eirherthrough roofing BoTrOM CLIP 2.500 60TTOM CLIP ID Q Q m maLerialrobuilding structure or standoffs.Refer to Top Mounting Clamps -1 ,I---Q loading tables for spacing.Note:Please contact Unimc 3.000 t- N 1— for use and specifimtionof double L•foot. 10 Top Mounting Grounding Clips and Lugs J N ©L-foot bolt(3/8"x a )-Use one per L fotx ro secure SLOT FOR 1.316 N(� rag to L-foot.304 stainless steel. Q Iattaller supplied materials: 3 g(OT FOR 1•LJ. �"HEX BOLT � 385 O Flangenut(3/8')-Useone per L-footrosecure rail to Lag screw for Lfoot-Attaches L-foot or standoff to rL_ aid^HEX BOLT L-fWL 304 stainless MCI. rafter:Determine the length and diameter based on pull• 387 out values.If lag screw head is exposed to elements,use Stainless steel.Under fleshings,zinc:plated hardware Is 750 1.207- 0 Flattop standoff(optional)(3/8 y-Use if Lfoot odequaze. Y Y 1.875 bolt cannot be secured directly to taller(with Life or shake rook for example).Sized to minimize roof to & ► Drg.Na: --- mgspacing.Use one per L•Rro4 Ore piece:Servitt Waterproofrooling sealant-Use a sealant approprhae L .X L- X Condition 4(very severe)zinc -welded steel. to your roofing material.Consult with the company Dom'Beam SOLARMOUNT HD Beam Dom'8 : TMCa currently proLiding warranty of roofing. Rev.Silg: --- Date: 22 JULY 15 14 Dim ens one specified In hrdies unless noted TITLE SHEET: SPECIFICATION DETAILS r Ecc E s en r! f ola � �E�o stQn-Sol j MAL if s s, 4�j 'i Sa 37. � 59s S r _,Ecoftsten_SoLar__�� — _E� F�ste —Sola it / Y Lttl )Yr1 Cl fl 2'T IT O� I I TITLE SWEET: < D9r ` m i; SULLIVAN, CHARLES ROOr- DIAGNOSTICS � �� ; 0 3 35 STALLION WAY I 1 SOLAR AND ELECTRIC. LLC N No BARNSTABLE, MA 02648 sAyh x3 ti' M r The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 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): Roof Diagnostics Solar Address:89F Washington Ave City/State/Zip: Natick MA 01760 Phone #:508-545-0989 Are you an employer?Check the appropriate box: Type of project(required): 1.Q✓ I am a employer with 70 employees(full and/or part-time).* 7. ❑New construction 2.0 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.❑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 I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 14. Other PV Solar 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 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:Federal Insurance Co. Policy#or Self-ins.Lic.#:00447277//94-01 Expiration Date:4/1/16 / p� Job Site Address: ?.5- S /(/k/� Qy City/State/Zip: �'d��[� Q��9 Attach a copy of the workers'compensation poi cy 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 do hereby certify under the pains and penalties of perjury that the information provided above is trueand correct. Signature: Date: i Phone#:508-54 - 9 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#: 1 i ACC>® DATE(MMDDNYYY) V CERTIFICATE OF LIABILITY INSURANCE 07/01/2015 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 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 Destiny Soria MCGRIFF,SEIBELS&WILLIAMS,INC. NAME: y P.O.Box 10265 AHCNNo Ext: 800-476-2211 FAlC No): Birmingham,AL 35202 E-MAIL ADDRESS:dsoda@mcgdff.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Kinsale Insurance Company 38920 INSURED INSURER B:Liberty Mutual Fire Insurance Company 23035 Roof Diagnostic Solar Holdings LLC;Roof Diagnostics Solar and Electric LLC;Roof Diagnostics Solar and Electric of NY,LLC;Roof Diagnostics Solar and Electric of INSURER C:Federal Insurance Company 20281 Connecticut,LLC; INSURER D:Travelers Property Casualty Company of America 25674 Roof Diagnostics Solar of Mass,LLC;Restoration Design LLC;RDI Consulting,LLC 2333 Highway 34 INSURER E:Navl ators Specialty Insurance Company 36056 Manasquan,NJ 08736-1423 INSURER F COVERAGES CERTIFICATE NUMBER:RKP9RUNX 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. ILICY EXP LTR TYPE OF INSURANCE ANSD WVD POLICY NUMBER BR MM/DDY� MM DONYYY LIMITS A X COMMERCIAL GENERAL LIABILITY MSW45968 07/01/2015 04/01/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE E OCCUR DAMAGE TO RENTEDEa occurrence 50,000 PREMISES $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY�PECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY SISIPCA08335015 07/01/2015 04/01/2016 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acc dent Deductible: Comp/Coll $1,000 E UMBRELLA LIAB W74841 07/01/2015 04/01/2016 1,000,000 OCCUR EACH OCCURRENCE $ X EXCESS LAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION 004472779401 07/01/2015 04/01/2016 X TH- ST U DER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Installation QT6601F654654TIL15 07/01/2015 04/01/2016 Installation Limit $ 50,000 In Transit $ 200,000 Deductible $ 1,000 Leased/Rented from others $ 50,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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. AUTHORIZED REPRESENTATIVE For Evidence Purposes Only vY Page 1 of 1 ©1988-2014 ACORD CORPORATION. All rights reserved. A 0%^C3r%HG/1IA4 AIAA\ TI-.. A^O'%[2 1 -9 A#1^15 % y J�P �fI77II/IIINIIq'II��f��.//IGi11II'�IIJI`��` V;VExp1ratIon.ftjdtjZj6' of Consumer Afrairs&Business Regulation License or registration valid for individul use only E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Busluess Regulation istration: Z70279 Type: 10 Park Plaza-Suite 5170 Supplement Clyd Boston,MA 02116 ROOF DIAGNOSTICS'SOIAR OFr MASS,I.I.C. NRG HOME SOI Aft C, JOSEPH WYI�CHIRICO 89 WASHINGTON AVE-,, NATICK,MA 01760 Underweretsry Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Comtrurtion Supcn i%or _ License: CS-093115 JOSEPH M WYLDCHMJCO '= 11 HILL CREST AVENtle .A0 Seekonk MA 02771 � cy�.�1j�6[ . ja "•' Expiration Commissioner 05/14/2017 �y ' TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION t 9 Map ( .+ Parcel 00 1019 To aVN � Permit# 779-7 9 a Health Division ,.. 6o, Date Issued Conservation Division O OL r 28 P8 �: 56 Application Fee 60 Tax Collector ... . Permit Fee It !v r Treasurer ok G`l VlS/p)v Planning Dept. SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Dale Definitive Plan Approved by Planning Board NTH TITLE 5 Historic-OKH Preservation/Hyannis PreservationlH ENVIRONMENTAL CODE AND y TOWN REGULATIONS Project Street Address 3 5 STnA-4-i-b&I I0A.Y k P-5%oh35 WL LS O 2(6 K Village ka6T-o µS tA%L u5 Owner C-I-kA.lirtvr-_S SULJ-r J AiJ Address SRJAC M? P LOSECX 116,D 0QZSS, Telephone 50 is 4Z0 - Permit Request SUP-1 P-0 oh D 1 t I.U KI Square feet: 1st floor: existing proposed 22 2nd floor: existing I 2 o proposed O Total new ZZ. Zoning District Flood Plain Groundwater Overlay Project Valuation ' 25 , 000 Construction Type KCCkU F'R.AM.E Lot Size. l5, 8 Sl Grandfalhered: ❑Yes XNo If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 1 S `fEA¢.S Historic House: ❑Yes XNo On Old King's Highway: ❑Yeslo Basement Type: *ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) q-20 Number of Baths: Full: existing new D Half: existing new O Number of Bedrooms: existing- q' now O Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: A Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes I(No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Xexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review If Current Use Proposed Use BUILDER INFORMATION ~ '� Name A• "r-Ez?_IZ1C(Z,f✓ Telephone Number 502- 42-3 - 54-40 Address POZ 8}Z [ �7Af AAbLU 1`N License# C..s Z E�-aS� e EMD�Et_tr.YA 0E-s 1 Cats Home Improvement Contractor# I 1 O -So 1 TR.4�t.ERS, `BSO r�Att_1 kwT-tk eb Como tT' Worker's Compensation# 6V-05 lob ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO uJA�s� M�t�4E t+nE�T oG CAPE Col SIGNATURE - C�,u-L�-.� DATE S ZS O qy c 3JT!} HTfiN CIMA 3-100 3..1,r'Tjti 3e,MWOS91VI43 f/zM ox The Commonwealth of Massachusetts _ Department of Industrial Accidents =_ = exce otlnyestigatlnos _ 600 Washington Street Boston,Mass. 02111 Workers Com ensat* i Insurance Affidavit nerve ovation: 3 STA�I.t_..t otJ � ' G city M,�cTLS 0►.15 �.tlrL.�i M.� ��_�� vhone# 5� y'7� - ��•� ❑ I am a homeowner performing all work myself. ❑ I am a sole etor and have no one workin in ca achy sole r% % //%%///%/%%%/// %/ e 1 es worldn on this job. , e �1 Drovidin workers conn�ensation for { ,.,,Y `YAk�YY:t�•;:., •;fir, .: ? >:. :. 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'Zf''^�¢ff!"` x'vN v.,, 3\FY;+y. . j y °£:°f:} s;• '}: }*.. •?�}. '• t•. fir.Khi t •a SA 4atS%4�. Y6+ ttJ, •• �:¢}}, .. t�� •{ �S.at�:!}a��'v. �. >` L:a..� F��a;` '1f �;�}.uC{tat•F.,.+,rt•.:•�:t4`�a• `K:?iw•ytatrta ?.,:i..di3<?..�.str .:.V..,.:.^:a .3y,.T,o-x�t,�•.C,t}.4 Vic'?+:w::•,T:.y}� �'• �:NY•t': ��yyy?a:;•�•Y 't'•. <. ,tx.,.;^.:+n, :: �ll ':�+ i rl]AFaIIG6'ktT::'3;:.;}t• � > }''. t�:•}:�:x.�.!,'�.fL4G....O..s br>,:, Faitme to�eca¢e coverage as required raider Section 25A of MGL 152 can lead to the imposition of a riaiinal penalties arm fine up to s1,5o(1.00 aad/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Hue of s100.o0 a day against me: I understmd that a copy of this statement may be forwarded to the OMce of Investigations of the DIAL for coverage verift adon. I do hereby certify under the pains and penalties of perjury that the information provided above is truf and correct Signature -. -et � �c. Date S— Z Print name_ a l t:-l-1-Pi�l� A • EG CJ�� Phone# r.o official use only do not write in this area to be completed by city or town otHcial city or town: perudti icense# oBnilding Department ❑Licensing Board ❑Selectrnen's Office ❑checkif immediate response is required ❑Health Department contact p arson: phone#; ❑Other Urf!"d 9195 PUa � I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Numbal: CS 005928 r Blitkdater 63/2 A950 Ezplee9. d3127/2006 Tr.no: 20879 Resfriatedi:00 —_A ANDRE C LAFERRIERE PO BOX 872 E FALMOUTH, MA 02636 Acting Cdinmisf6oner 't ✓lxa, Ganrnwo:.uealllz o!'�.��iuwac�u�aek2 .. , - �_ Board of Building Regulations and Standards - . ' — HOME IMPROVEMENT CONTRALTO Registration: 110301 Expiratlon: 10113/2004 Type; Private Corporation DECOSTE REMOD&DES CENTE �IQ�4 GAUTHIER 4380 FALMOUTH RD 1:�-- COTUIT,MA 02635 Administrator I oFTMETaS• Town of Barnstable Regulatory Services saxtlsrA11 i Thomas F. Geiler,Director 1659. �,m Building Division TFD MAy Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 • Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IIYIPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adj scent to. such residence or building be done by registered'contractors,with certain exceptions,along with other requirements. Type of Work: Su R,00M- "01 110" Estimated Cost ui, oco Address of Work: 3S STAB l.l_L o k_� OAK M kip_5T'ot,� M.1 L us o 2,(,4 t Owner's Name: Date of Application: S— Z S — o`l I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME 52ROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owl;er: Aj Date a Contractor Name Registration No. �Fouict 6�AfoN9 guNRoorw� OR - 2�- a4 Date Owner's Name Town of Barnstable Regulatory Services s BABMsxABLL ' Thomas F.Geiler,Director KAM 16 39. 61 Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I G l-I a tZ.t Z-5-S S t3C1... Q A►t uuer-of the.subj ect property ._......._... .: hereby authorize c-co"- ot�EE�-t+.Y� .WE51G.+.�_:... ... .: . .to`act on=7 behalf,. in all matters relative to work authorized-bp this building-pest-application for: 3 s CJTAA-'-to W/.Y "Q S-rbNS (Address of Job) ; Signature of OwaerD e 6--"PtV SUES 50 LA_1 \3A►.) Print Name .-..rnn�Tc•f1WNFRPFR MT.CCT(1N f • .PRO Po s EP, A90MON` i r ' i t � 0 do'A•S • I wAr cE.eTi,�%Eo. /'�:3LOT Y Ti-IAT -,GaC.47-15211/ L'6-4rEILw446- .S�-/nG✓iv/�E.�EO.C/COtiI�L YS Grp/ry i S'CA Z-G— / -dO Z:;'-tl7T� Al .-%aC.gT,E� Jam//Ty/�✓ TyE .�.LoQTJGL.4/�% _ ��j" / 'L ��<�T.E. �' L�i• l� �� („ „� 'L l�L �/� .1� �� j�G l J /VY BASED IVo7- �9� . '"�-4SS. RESIDENTIAL BUILDING PERIVHT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 a A t� Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= t�o x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) 'Fireplace/Chimney R$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee �� r ® (508) 428-5740 0 W& 1 ' 1 Fax(508) 428-0773 eplAp ppFpp/pU8E8.8UNri00M8•VAT WM8 BpLApIUMB•WINDOM/B.DOORB•BKYUONTB Outdoor L iving...Indoors" P RICHARD A. DeCOSTE PRESIDENT DeCOSTE REMODELING&DESIGN CENTER 4380 Falmouth Road,Cotuit,MA 02635 r . 7 � ' f ✓fVDr4-E1VDENTLY OWNED&OPERATED •` OR .� SUNROOMS • CONSERVATORIES • PATIO ROOMS GLASS AND SCREEN ENCLOSURES • SKYLIGHTS Outdoor Living...Indoors' DECOSTE REMODELING&DESIGN CENTER 4380 Falmouth Road,Cotuit,MA 02635•(508)428-5740•Fax(508)428-0773 ` w-- sWDOSNIIs sNOsV3s sO0d d0 s3mmovdONm 0NV ss3N01530 1I0 TTI(ZL 100:ssOA MBN'NO0s01011 AVMIIDIIIVIUOI4311SNYS313A SOUS �QV `` 1 � " 'ns`T� �pG O 90dN9 9 NnS 0£z S31?J3S 0 0 o -D'I I S.LDnOO dd dd'Jos sMosdas xno3 :2dLL W315A5 0 o Q o a g �F ;o `SSI„11111111111/J// `�` A kpkaa o D o to 12 gN a a '4�aiu0oU1?o`�o $ a $ 0 ILJ ± -9 J �0�3 z $� $ w 3 I3 ` IV/ allIRA hb pill, ® ENGINEERING & STRUCTURAL LOADING INFORMATION 0� FOR SERIES 230 GREAT ROOMS ROOF PANEL: 4-1/4" O.S.B./ALUM. WITH H-BEAMS 5005 VETERANS MEMORIAL HWY. 1 LB. EPS FOAM PANELS HOLBROOK N.Y. 11741 EFFECTIVE DATE 1-01 MAXIMUM MAXIMUMW211 ( MAXIMUM END WALL PROJECTION-ALLOWABLE LOADING CHART FRONT WALL ;A)7- IVE LOAD ROOF LOAD IN PSF (WIND LOAD EXPOSURE B(RESIDENTIAL)IN MPH) LENGTH OVERNED —— `-1 BY 11 FTP1214 13 FT 14 FT 16 FTh.) 18 FT 20 FT 22 FT 24 FT 12 FT LUMINUM BEAM 80 145) 50 (145) 40 (125) 25 (110) 18 ( 95) 13 ( 85) 10 ( 80) 8 65) FOR EXPOSURE O WIND LUMINUM&STEEL145 165 100 145 80 145 55 145) 35 140 25 130 20 (115) 15 N OREDUCE MPH BY 50 ALUMINUM BEAM 230 (155) 160 (145) 140 (160) 95 (155) 65 (145) 45 (140) 35 (130) 28 (125) 14 FT A)7•ALUMINUM BEAM 100 (140) 70 (140) 45 (140) 35 (125) 23 (110) 16 ( 95) 12 ( 80) 9 ( 80) 7 ( 65) FOREXPOSURE D WIND Bjr.ALUMNUM&'STEEL`- 150 (140 125 (140 ) 85 (140) 70 140) €45 C.(140)1 30 (140) 23 (130) 18 (115) 13 (110) 'REDUCE MPH BY 45 C)tz-ALUMINUM BEAM 211 (140) 205 (140) 170 (140) 145 (140)1120 (140) 80 (140) 55 (140) 40 (140) 30 (130) 24 (125) 16 FT A)7'ALUMINUM BEAM 90 130) 65 (130) 50 (130) 40 (130) 30 (125) 20 110) 14 95) 10 ( 80) 8 ( 70) 6 ( 65) FOR EXPOSURE D WINO r ALUMINUM a STEEL 135 130 110 130 90 :. 130 75 130 65 130 40 130 28 130 20 125 15 110 12 100 REDUCE MPH BY 40 C)1i ALUMINUM BEAM 157 (130) 157 (130) 150 (130) 125 (130) 105 (130) 70 (130) 50 (130) 37 (130) 28 (130) 21 (125) 18 FT A)7•ALUMINUM BEAM 80 (125) 60 (125) 45 (125) 35 (125) 26 (115) 18 (100) 13 85 9 80) 7 70) 6 ( 65) FOR EXPOSURE O WIND B)r ALUMINUM 88TEEL 122 125 105 :125 85 125 70 l 125 60 125 j 38 1 125 26. 125 19 -(115) 14 100 11 _-95 REDUCE MPH BY 40 C)17 ALUMINUM BEAM 122 (125) 122 (125) 122 (125) 115 (125) 95 (125) 65 (125) 45 (125) 33 (125) 25 (125) 20 (125) 20 FT A)T ALUMINUM BEAM 70 (110) 55 (110)N ) 33 (110) 25 (110) 17 (100) 12 ( 65) 9 ( 80) 6 ( 70) 5 ( 65) . .. FOR EXPOSURE D WIND B r ALUMINUM a BTEEL: 97 110 :97 110 65 110 65 (110). 35 110 25-- 110 17- 110 -13 100 10 95 REDUCE MPH BY 35 D)I r ALUMINUM BEAM 97 (110) 97 (110) ) 97 (110) 90 (110) 60 (110) 42 (110) 30 (110) 22 (110) 17 (110) 22 FT A)r ALUMINUM BEAM 65 100) 50 (100) 31 100) 24 (100) 18 95) 11 ( 85 8 ( 80) 6 ( 70 5 ( 65FOR EXPOSURE 0 WIND rALUMNUM&81EEG $O ' 100 80: 1000 60.-`- 106 W :100 33 100 22 100) 18 100) 12 95 9 85 REDUCE MPH BY" C)iT ALUMINUM BEAM 80 (100) 80 (100) 0) 80 (100) 80 (100) 50 (1DO) 40 (100) 28 (100) 21 (100) 16 (100) 24 FT A)7•ALUMINUM BEAM 80 ( 95 48 ( 95) ) 29 95 23 ( 95) 15 ( 95) 10 ( 85) 7 ( 80) 5 ( 70) 4 ( 65FOR EXPOSURE D WINO r ALUMI"&BTEEL 8A BS661 1:96 65 ; PS '4b, 95 30 95: 20.- :95 16 .95 .10 959 : 85: REDUCE MPH BY 30 C)17 ALUMINUM BEAM 66 95 68 95) Be 95 66 95 66 95) 45 951 35 95 25 95 20 ( 95 15 ( 95 ALUMINUM ..L� -}�-••� TUBE BEAM 211 I 10 1 tr WITH 23j811 ALUMINUM PH 7to 3"ROOF3.97 01_ p., PNB7TB BEAM P01 TUBE r—ROOF PANELM•E-lA 3.97(bs STEEL TUBE BEAM 7 1/81, per FT INSERT X 6 X 3116 12° 12"BEAM POST BEAM POST A a 7BP132U O GOODFORO PSF WALL 9.421bs PN 12LW HEIGHT F L ON 24'X 24'ROOM. Rp),R A Per E WITH HEIGHT OF I N W� �sLl PRIMED IN FIELDLu C POST HEIGHT OF 11'0' •RH LL= E110EE1NF 1V� .ELECTRIC-H / \T pso) NOTE:WIND SPEEDS ARE BASED ON EXPOSURE B(RESIDENTIAL) BASIC VELOCITY PRESSURES. FOR EXPOSURE D(OCEAN),SEE NOTE ABOVE LEFT. ... A, •i 'l' e�p0 RFOIy� ,d�?,9y°C, •�NCE..+r EIT 23Ia`B ALABAMA ARIZONA ARKANSAS CALIFORNIA C6LORAD0 CONNECTICUT DELAWARE FLORIDA GEORRGIIA IDAHO 1l0 -d J e`•4�• i/ul•wet\�' �o/ \44 �� ay�.�� J� � :ewFFy� \.,rrl�;r'+. dd" i lawLLK1 nl4''• '(AEOItt s: •i•I• • F I. B SL FO 'I=1 • :v"�-- 't<3 'AI[p y11300•• _ j ' xYN. i 1tl•l.i(N M[w+1 wt fj l �1+i1 � lip �•i. ..\.-Jl ~ '�,q; • •1.11i�A \ � 1 •�::•'� qqu• � ''•�' � \77c •�;9 'y+...NIx,.Fc 4'"• ,,.-..ti o-,tt� �e,,,. \ ,anon lgr.w•�• r'1cwu E•• 1w•�n.� ..0 ILLINOIS ID WA KANAS KENTUCKY LOUI IANA MAINS MA `7CAND MASSA HUSETTS MICHIGAN MINNESOTA ur .., ci r4 � [..•.,, "°xi;;Q� p1,NCE FjJI ..a atN 1-WtpE J�,.V• ! •.•rxcF •A'°- IAIIFFXLE,Fy uwera V...7V"`F, 1• �b ' AWrQIIC[ 0 , . ltAI�..' nicxER - �,e[ = '�• % 3 ao+le R g045 • usol En ai 33xzPE ` ��' 4y f � nanr i 4.=+ cna q'a�':•i. o.t � �7�1 � �innh �O+w[.s•' °°•oiAt t�C °°''liMnN� 4wi 'Ta�lwl�xno�� '*aNY�` n.FaO q[T Nsta� MISSISSIPPI MISSOURI MONTA.�NA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA ptNCC FIfQ [i e+Oy [•OtE6tl'E.O V0rvp0 F tNCE r:lr a`/t [x y.• d`°-' •. \.. NOTES: r•orltsauc - INL•xlcvo n,;, i �+ , xl I• Iti �••••�--.�.. ,,;�;;�;;;�;� I'• 1) RIDGE BEAMS TO BE 778,7T8 WITH STEEL,OR 12LW •E' 1 ( 09fG0. Elt.:n'ylp. Z hGIN v 1 I de.�I: T' OR O` ,'iip`•�••••'L+`y �yA�l.,r.n'i�" `ty - .+•�; \\o " � 2)ALUMINUM ALLOY IS 6005-T5 7h DA1' •o:.• �l��w+� � s°/ yi:ivx `;ui NORTH DAKOTA OHIO OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO 3) DEAD LOAD OF ROOF SYSTEM IS 2.37 PSF ni+[^Ad�•�.� �lwt[`l°r a Q.'-•"~=`4i4 w• 4)WIND SPEEDS ARE BASED ON EXPOSURE B VELOCITY PRESSURES. 1.3.•l+ln; .\ •++ u.tx�:"•,;:::..J > cE N.m 5)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO THE CONNECTIONS TO THE EXISTING STRUCTURE ANDIOR \�Mp�E, ,1-� °1jq I '5�s...'`M � ,R o••AJ ANY NEW CONSTRUCTION.THE CONNECTIONS TO THE EXISTING SOUTH AROLINA SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT ANDIOR ANY NEW CONSTRUCTION MUST BE ANALYZED ACCORDING �...• TO CONDITIONS SPECIFIC TO EACH JOB,BY OTHERS. Off, CF y' OEE •newlyqk4; •/u�lrll•[i� 6)ENGINEERS CERTIFICATION:I LAWRENCE FISCHER CERTIFY THAT nlcxrE THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER ''"" MY DIRECT SUPERVISION AND THAT I AM A REGISTERED » owPROFESSIONAL ENGINEER IN THE STATES SHOWN. +.Ox.�E, VIRGINIA WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. FILE:ROFENG35.CDR 00 REVISION Bl' 230 SUN SHADE CATHEDRAL DESIGN ROOM ° FLASHING ROOF NOTE: (BY OTHERS) IF USING ROOFH' 'BEAMS ADJUSTABLE RIDGE H I O TEK SCREWS N8 x 1/2°TM SCREWS 3'(A'73M) - 3"(A'73F) @ 9'O.C.MAX.(TYPICAL BOTH SIDES @ 1 2-O.C.(7-150) 4 I/4'(A'741v1) - 4 1/4'(A'74F) OF RIDGE) (MALE t FEMALE PARTS ROOF PANELS 7 WHITE t 5ANDTONE ONLY) (TYPICAL) SEE ORDER FORM PATIOC2 CVd8 x TEK SCREW O.C.FOR COMPLETE INFORMATION MOP@ 8'O. (7'150) FOP.ROOF PANELS t WALL PANELS. oo p RIDGE U N 3"(A-73RR) a o p 4 1/4-(A-74RP,) 00 o (WHITE t 5ANDTONE ONLY) a RIDGE SUPPORT BEAM p C/i (AWTB)WHITE ONLY cp p o U o p 4"(7M980)OR 5"(7M981)5CREV%5 WITH Z ALUMINUM SUPPORT o o WASHERS @ 24'O.G.ACP055 FRONT � < OO P05T(A-75P 132U) o p 3 - (G)PER PANEL @ 9'O.G.ON SIDE WALL O � <� p (OPTIONAL THRU BOLT AVAILABLE) Q 0 p Q) I 0 O O GUTTER 0 > 0 / y 3'(A'73G) Q 3 WN O J 4 IM"(A'74G) 0 y a l�o o� Zo< / I OOp-O GUTTEP,CORNER uj M � T 3-(A7-139) Z --I Z OCID 1 O p #8 x 1/2'TEK SCREW Q Z Ioo @ I G'O.C.(7-150) (Lj < / a ADJUSTABLE EAVE 5'SLIDING WINDOW p m / TOP(A'7ET) p (TYPICAL) BOTTOM(A-7EB) .� ❑M 5'x 12'KICK PANEL /� FILLER PANEL O O (TYPICAL) / 5'SLIDING WINDOW L3r STANDARD OR CUSTOM (TYPICAL)TRAP DEPENDS ON PITCH F 71 ELECTRIC"H"CHANNEL AL005)SILL (A7'145) 5'x 1 2"KICK PANEL 'H'CHANNEL DOWN 5POUT� ('TYPICAU KIT(7-999) (A7'I I I) (A7`I 45)°H°CHANNEL m±j FASCIA 90°CORNER Q 3'(A'73RF) (A'7C9) 4 I/4'(.A'774RF) 01 FILLEP,PANEL DRAWN B\': nl' Jfl ELECTRIC EAVE 'H'CHANNEL ��/ (A7'144) (A7-1 1 1) CHECKED BY: Ac ELECTRIC EAVE COVER, (A-5GT) DATE: 06.24-02 NOTE: SCALE: NTS INDICATES THAT EXTRUSION COMES IN BRONZE.WHITE OR 5ANDTONE 5UB5TITUTE'B'FOR BRONZE.'A FOR WHITE OP*A"FOR 5ANDTONE D�CGt PAGE: OF: I I • .01p WALL LAYOUT OF 230 PATIO GREAT ROOM WITH EXPOSED DIMENSIONS FOR NO VERTICAL FILL CLOSED SILL 2 3/8' CLOSED SILL 2 3/8' IF HI CHANNEL NOTE:TELESLOP[NG ACTION OF H-CHANNEL INTO SILL IS OMITTED RECOMMENED HERE TO ALLOW UNIT TO PLUMBED TO EXPOSED EXISTING HOUSE VALLKALSO THE H-CHANNEL CAN 36 9/16. WIDTH OF 3 R WINDOW CLOSED SILL 36 9/16' RIPPED DOWN IF THE HOUSE WALL IS EXCESSIVELY IS 13/8' OUT OF PLUMB. (THIS W[LL 3 FT INSWING DOOR OR NOT ALLOW 3 R OUTSWING DOOR FOR AN OUT 4. OF PLUMB HOUSE WALL) 4' w\ UTILITY N-CHANNEL `UTILITY H-CHANNEL 4 R WINDOW PLAN VIEW 46 7/8- 46 7/8- 4 FT WINDOW I I'OVERALL WIDTH 11-9 1 5/16- (141.9381 O V ERALL SIDEWALL WIDTH (141.938') NOTE: ACTUAL H- CHANNEL IS SLIGTTLY LESS SIDE WALL 1 3/t' THAN I'3/4'IUSING 1 3/4' IN CALCULATIONS OF 13/4' WALL DIMENSIONS HELPS TO ACCOUNT FOR MANUFACTURING TOLERANCES [N WINDOW AND DOOR DMENSIONS 4 FT WINDOW _ 4 FT WINDOW db 7/8' 46 7/8 NO FILLER • 3 1/2- 1 I 3 1/2" 4" 4" y 4" ��]]]111 NOTE: TO ACH[EVE 4 1�z• 46 7/8" 46 7/8' 46 7/8- 46 7/8' 3 vz• �• MINIMUM DIMENSIONS 4 FT.WINDOW 4 FT.WINDOW 4R.WINDOW 4 R.WINDOW G7 FOR GABLES, TAKE MIN. FRONT WALL = (3 1/2 + 46 7/8 + 4 + 46 7/8 + 4 + 46 7/8 + 4+ 46 7/8 + 3 L/2) = 17' - 2 1/2' (206.5-) 'H' CHANNELS OUT N OF THE VERTICAL 17'-2 1/2'OVERALL LENGTH(206.V) �) SILLS IN THE FRONT PEAKED WALL MINIMUM DIMENSION Q GABLE ENDS MAX. FRONT WALL O= (3 1/2 � 3' FILL + 13/4 + 46 7/8 + 4 + 46 7/8 + 1 „• 4 + 46 7/8 + 4 + 46 7/8 + 13/4 + 3' FILL + 3 1/2) = 17' - 2 1/2' (2L6') 1 4�•'�'1 III--- �• T 0 1/2' 18'-0'OVERALL LENGTH(216') FRONT PEAKED WALL MAMMUM DIMENSION A� LEFT GABLE END = (3 1/2 + 46 7/8 + l 3/4 + 46 7/8 + 4 + 36 9/16 + 2 3/8) = 11' - 9 15/16' (146938') 0 .■ MINIMUM LEFT GABLE END = IL' - 9 15/16'-1' =11-8 L3/16'(DELETING H- CHANNEL AT WALL)REDUCE SIZE FURTHER BY 2 L/4' BY REPLACING UTILITY-H v1iH H-CHANNEL N RIGHT GABLE END = (3 1/2 + 46 7/8 • 1 3/4 + 46 7/8 + 4 + 36 9/16 + 2 3/8) = 11' - 9 15/16' (141.938') 00 ■r MINIMUM RIGHT GABLE END = ll' - 9 15/l6'-l' -IL'-8 15/16' (DELETING H- CHANNEL AT WALL) REDUCE SIZE FURTHER BY 2 1/4' BY REPLACING UTILITY-H WITH H-CHANNEL CHART 3 DUATE: 1 1/97 3'OR d 1/4'PIVOTING RIDGE REv: 0�-12/99 " FOUR SEAS❑N S (SEE DETAIL UPPER RIGHT ON OPPOSITE PAGE) DISTANCE FROM POINT A" TO POINTS B,C & D ROOF SUNRO❑MS PIT 'A'-TOP Of ROOF CH 3- 4 1/4' 3' d 1/4' 3' 4 1 4' TEK $CHEW ROOF ROOF ROOF ROOF ROOF RO F CHART 2 ROOF THICKNESS (NET) REGULAR / 3 IN 12 TOP 3 t 16- 4 3/8" 3 3/4' 5' 10 7/16 11 11 16' RIDGE� 4 IN 12 TOP 3 3 16" 4 1 2' 3 7 8' 5 3 16" 10 9/16 11 7/8 SLOPE 3"ROOF 4 1 4'ROOF _ } IN 12 } 1 8" 4 3 8' OPTIONAL 5 IN 12 TOP 3 1/4 4 5/8' 4 1/16 5 7/16' 10 3 a' 12 1 8 4 IN 12 3 3 16' a 1 2' FIBERGLASS 6 IN 12 TOP 3 3 8' 4 3 4 4 1 a' S 11 16'10 15 16 12 3 8 5 IN 12 3 1 4' 4 5 8' INSULATION 7 IN 12 TOP 3 1 2' 4 15 16 4 1 2' 5 157,6' i t 3/16 12 S B 6 IN 12 3 3 8' a 3/4' 3/4' HERE 7 IN 12 3 3/8' 4 15/16" FLASHING TAB PREFERRED NUT & (ON RIDGE EXTRUSION) "B'-BOTTOM OF ROOF BOLT FASTENER STANDARD ROOF SCREW (ALSO PEAK OF ELECTRIC-H) (FOR HIGH W/WASHER WIND AREAS) \` 'DAM'AGAINST WEEP AT 'OVERHANG' OP TOO1J CT$AAS CUT HOUSE WALL THERMAL BREAK / \ OPTIONAL SAW CUT 'C--TOP OF RIDGE CLIP IN ROOF PANEL ROD( 10 ACT AS T 'TACK EMPORA THMAL ER BREAK ROOF LINE OF ELECTRIC-H THICKNESS(NET) \ IN RODF PANEL SEE CHART ®2 I I PIVOTIN u 1/4-20 v G Ci 1 7/8" (2 PIECES) I I� NUT/&^BOLTI OEAVE I IQ [(INCLUDED IN I j34HARDWARE BAG) VEEP HDLES AT ROOF PANEL SEAMS CORNER c END (Him END) Io WALL MITRE TO HEIGHT ROOF ut RIDGE CLIP SLOPE Ig I BEAM CLIP CORNER POST uI O II STEP D - ROOF (LOW END) Im ATUBE BEAM AFTER ASSEMBLING ALL WALLS,THEN MITRE TO u [(PRE-FINISHED ADD ROOF. START WITH MITRING ROOF SLOPE �Im EXTRUDED 'REGULAR'RIDGE,ATTACHED TO HOUSE W ALUMINUM WALL. THEN ADD 'PIVOTING'RIDGE o — ALONG TOP OF BEAM& EXTENDING 1, [WHITE) APPROXIMATELY 12'OVER FRONT WALL = iI= Y I (GABLE). THEN ADD ROOF PANELS, WALL BAR HEIGHT TOTAL HEIGHT 7I I GUTTER&FASCIA . MINUS U (R i E + $) IW INTERNAL POST (ROOF + EAVE + SILL CLIP IW L I(CUT 2"OF NON PIECE 'p'-TOP OF BEAU POST If #10 I I THERMAL SILL iI SELF-TAPPING I BEAM PDST IF I SCREWS 4-11 % 13 3/16I ' INTERNAL POST IZ CLIP LEVEL OF SUB FLOOR I` I SLAB OR DECK O3/4'OR 3/8'SILT NOIE: CLOSED SILL = 1/2' FRONT WALL LENGTH E) 1 5/8 SLIDING DOOR SILL OPEN SILL = 3/4' ATTACH( EXTRUSION (TYPICAL) I $RUCTUREE WITH GE 11ADEOUATET CLIP 70 FASTENERS ASER PER SUPPORTING LOCAL CODE RIDGE CLIP/BEAM CLIP 3-7/16'HOLES IN RIDGE CLIP FOR INSTALLER PROVIDED 2-POST CLIPS AND FASTENERS. HARDWARE PROVIDED CLOSED SILL IN HW7P120 HARDWARE SHIM AS REOUIRED(BY INSTALLER) BAG WALL BAR (CLOSED SILL) — PIVOTING CAVE HW2026 2 5/8• BEAM POST LENGTH IN HA END WALL SILL RDWARE BAG NOTCH CORNER POST O POST CLIP (SHADED AREA) END WALL LENGTH NOTCH O 3' OFFSET POST CLIP 1 1/8' FROM LINE ELECTRIC-H CHANNEL FRONT WALL,LENGTH(GABLE) FILE: STEP DWG. 39 - REVISION Bl' 5ERIE5 230 SUN t 5HADE ROOM CR055 SECTION DETAIL5 05-14-02' 'M, :06-20-02 TW ROOF SCREW/WASHER(7M980) (U5E 4"5CREW5 FOR 3"ROOF PANEL5 ALTERNATE THRU BOLTS FOR AND 5"5CREW5 FOR 4 1/4" HIGH WIND LOAD AREAS #5 TEK SCREWS ROOF PANEL5) (4)PER PANEL @ 12"O.C. FASCIA EXTRU510N u 1 U cn CONTINUES DOWN TO ' o 0 COVER END OF tt GUTTER - z 4 1/4"ROOF i U n PANEL ' ' y z SNAP-ON GUTTER 0 (A"74GC) n i Q J 3/1 G"WEEP HOLE5 51LICONE X (AT ROOF PANEL SEAMS) 5EALANT CAVE TOP ¢ O o ELECTRIC EAVE17 (A'7ETB) O (A7-144) SAVE COVER .-a W m O1 (A-5GT) SAVE BOTTOM 2 z (A-7EB) O z o 0 Z � 5z 0 5ECTION"H"-"H"FRONT SAVE 4 ROOF CONNECTION O o S o ALTERNATE SAVE EXTRUSIONS LQ ^ z rn 3 < #45 TEK 5CREW5 V) m @ 12"O.C. TH15 FLANGE 5HOULD �.,✓ z BE FACED DOWN FOR 058/ _ v rn ALUMINUM ROOF PANEL5 Q o a w 3"ROOF--- SAVE FASCIA R � PANEL 3"(A'73RF) 4 1/4"(A'74RF) NOTE: STANDARD FASTENER SHOWN SILICONE (ALTERNATE THRU BOLT USED FOR CLOSED SILL DRAWN BY: 'nY HIGH WIND LOAD AREA'S AS (A'7C5) SEALAIJT SHOWN BELOW). CHECKED BY: (6)PER PANEL C 8"O.C.ACROSS EAVE DATE: 05-01-02 AND 24"O.C.FOR GABLES. 5ECTION"F EAVE FA51CA AT GABLE EAVE DETAIL(SINGLE GLAZED ROOM5) SCALE: NTS 2 4 [D%VGm U � PAGE: OF: REVISION B1' (2)3/8"x3"LAG BOLTS(BY OTHERS) (2)3/8'x3°LAC-BOLTS(BY OTHERS) I EACH 51DE OF EACH COLUMN I EACH 51DE OF EACH COLUMN 5-14.02 T1V AND AT 16"O.C.MAX.BETWEEN AND AT ± I G"O.G.MAX.BETWEEN U6-20-02 Tu' 'r. OUT510E INSIDE OUT5IDE IN OF CLOSED SILL OF OF CLOSED SILL OF • ROOM (A-7C5) ROOM ROOM (A"7C5) ROOM #8x i/2"TEK SCREWS _ ( CAULKING AT BOLT N #8x 1/2"TEK SCREWS CAULKING AT BOLT (7'1 50)@ 16"O.C. (BY OTHERS) (7.150)@ I G-O.C. (BY OTHERS) MAX BETWEEN MAX BETWEEN ' 2 7/8°THK. WALL PANEL WAALLLL PANEL 2 THK. GABLE ATTACHMENT DETAIL GABLE ATTACHMENT DETAIL () � � WHEN WINDOWS ARE AGAINST HOUSE SECTION "C-C' J 118x 112"TM SCREWS L ..a O (7'150)@ 16'O.C. = SECTION °C-C COUNTER FLASHING a MAX BETWEEN 2 7/8"THY,.WALL PANEL (13 OTHERS) � CL05ED SILL (A'7C5) INSIDE #8 X 112'TEK SCREW #8 X I/2'TEK SCREW \ U (6)ON TOP 4 BOTTOM OF PANEL z } OF AT I G"O.C.MAX.BETWEEN �,� < O MEL ROOM c (2) 114'X 3'LAG BOLTS O V r to @ 1 6°O.C.(6 PER PANEL) TO BE CENTERED ON - -_-- fl =O ADEQUATE STRUCTURAL COLUMNS.G=49 MIN. .�- LYi } C) �r�. •.° a O TO BE EVALUATED BY OTHERS Q 3 y a t1_0 • ° ° N ' z uF - --'a z U ROOF PANEL -- V] a < 23/16"OR4 I/16°THK. - 7y uj (2)3/8"x3"LAG BOLTS(BY OTHEP5) ` I-CHANNEL (USE 4 I/4"RIDGE 4 F- �-' m•.3 z 2'MIN. STRUCTURAL CONCRETE SLAB I EACH 51DE OF EACH COLUMN (A7'I 1 1) GUTTER FOR 4 114" m O < FROM EDGE TO BE MINIMUM 2000 P.5.1. AND AT 16°O.C.MAX.BETWEEN 4 114'RIDGE > = m OF CONC. (BY OTHERS ROOF PgNELS) (A'7aRR) ❑ ) H-CHANNEL DETAIL z 5LAB UNIT HEIGHT < w UNIT WIDTH OR LENGTH SECTION "E-E" 51LL TO CONCRETE CONNECTION DETAIL 2x BLOCKING G=49 MIN. RIDGE DETAIL ul z SECTION "A-A" IF REQUIRED FOP,LAGS SECTION "D-D" �.✓ v (TO BE EVALUATED BY OTHERS) 90°CORNER En m 2x6 DECKING OF.3/4' (A'7C9) O ❑ PLYWOOD FLOOR SHEATHING LT+ (f0 BE EVALUATED BY OTHERS) 2x6 JOISTS @ I G'O.C. GABLE END #8x 1/2"TEK SCREWS G=49 MIN. OF (STAGGARD) (TO BE EVALUATED BY OTHERS) ROOM AT 51LL AND SAVE (8)PEP,CORNER ti¢� O 0 U z FRONT T If6a OF DRA%%NBY: T"' ROOM CHECKED BY: (2)3/8"x3'LAG BOLTS(BY OTHERS) 1 E'A.51DE OF EA.COLUMN AND 3"NCD (2)3/8"x3"LAG BOLTS BY OTHERS) DATE: 05-01-02 51LL TO DECK-CONNECTION DETAIL I @ 1 G"O.C.BETWEEN TO BE I EACH 51DE OF EACH COLUMN SECTION "A-A" CENTERED ON J015T51COLUMN5 AND AT± I G"O.C.MAX. BETWEEN SCALE: NTS (TO BE EVALUATED BY OTHERS) 90°CORNER DETAIL n%roil SECTION "6-13" Ui PAGE: OF: .P MAX. 7/12 PITCH�� MAY. 7/12 PITCH 30.256" / w 30.256" / w 5TD.4112 PITCH / _ 0 STD.4/12 PITCH POP,5TD.TPAN50M5 / Qp kr POP.5TD.TRAN50M5 / p 18.435" / � V. 18.435" � r q)J ®8TEr,5CPEW5p ` K 6@1 O.C.PP.) U U ALL = _ ELEVATION5 Z Lu = CO Lr) iq U 12'GLA55 TRAII5011 N w U — 88 TEr,5CREW5 — - w @ 16'O.C.ar.) O Z z ALL ELEVATION5 ~ p � U Z I N t 5LIDEP, (- WINDOW Ln O Ln O U) lD z lD p _ Z U-) z — � o m SLIDER U W Q wluoow � m 3 = F- U J 0 U p a z z i� U 3 �D va mc'j w �O u°u o °� � O) � p O z u) 98 TEK.5LREW5 ALL ELENATI()NS.::; 6'8 TEr;5CREW5 u- @ 16'O.C. C ALL ELEVATION5 p J Z 0ui 2�KICK z U F L M 11_ PANEL �:s 3 N m N � W U N N J in Q N #6 TC;5CREW5 < � N @ 16'O.C.W.) u.1 ALL ELEVATION5DZp 02 Z 4 0 N,U SECTION "J-J" 22" GLA55 KICKPANEL-WINDOW SECTION "K-K"50LID KICK PANEL-WINDOW- GLA55 TPk50M NO TRAN50M NOTE: I."'INDICATES fXIRUSIOTr COMES IN SAl1DTONf.BPONZE OP.WHITE.5051I1UTE THE"'WITH 9'fOP.BRONZE.W for,WHITE AND•A'fOP.5ANDTONE. DPAWNBY: TW SCALE: NTS FOUR SEASONS SOLAR PRODUCTS, LLC. REVISION BY CHECKED BY: DWG.a: 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NEW YORK 11741 DATE: 06-21.02 PAGE OF DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS �I n SERIES230/330 ROOM SLIDING DOOR DETAIL TEK INTERIOR // SCREW TRANSOMHEAD 1 j ELECTRIC 'H' W/COVER GLAZING G i 'H' CHANNEL I ! i LEFT JAMB RIGHT JAMB 5' EXPOSED = 59 1/2' 1/2' NCD 6' EXPOSED = 71 1/2' TEK SCREW 5' NCD = 60 3/4' 2 5/8' NCD 6' NCD = 72 3/4' _ LTRANSOM HEAD DOOR HEAD FRAME LOL- GLAZING TRANSOM BEAD HEAD psi ewjt GLAZING GLASS BEAD GLASS TRANSOM TEK SCREW JAMB TRANSITION TEK SCREW H' OPEN SILL \ TRANSOM l\ JAMB DOOR HEAD FRAME / SILL NO SCALE MODIFIED SILL a SERIES 230 ROOM WALL COMPONENT DIMEN51ONAL CR055 REFERENCE 5HEET NCD EXP05ED OVERALL DESCRIPTION WIDTH WIDTH WIDTH -^'- III..N N.CNANNE15) 1'-9" FIXED WINDOW 22 1/8" 20 7/8" 21 3/4" 2'-G" FIXED WINDOW 30 1/8" ?8 7/8" 29 3/4" 2'-1 1" FIXED WINDOW 3G 1/5" 34 7/8" 35 3/4" 3'-0" SLIDING WINDOW 37 1 3/1 G" 3G 9/1 G" 37 7/1 G" NEW NARROW 4'-0" 5LIDING WINDOW 44 5/8" 43 3/8" 44 1/4". 4'-0" STANDARD 5LIDING WINDOW 48 1/8" 4G 7/8" 47 3/4" 5'-0" SLIDING WINDOW GO 3/4" 59 1/2" GO 3/8" G'-O" SLIDING WINDOW 72 3/4" 71 1/2" 72 3/8" 2'-G" INSWING/OUT5WING DOOR 31 3/8" 30 1/8" 31 7/1 G" 3'-0" INSWING/ OUT5WING DOOR 37 1 3/1 G" 3G 9/1 G" 37 3/8" 5'-0" FRENCH IN5WING/OUT5WING DOOR GO 3/4" 59 1/2" GO 3/8" G'=0" FRENCH INSWING/OUT5WING DOOR 72 3/4" 71 1/2" 72 3/8" 2'-G" FIXED PANEL ONLY DOOR 30 13/1 G" 29 9/1 G" 30 9/1 G" 3'-0" FIXED PANEL ONLY DOOR 3G 13/1 G" 35 9/1 G" 3G 9/1 G" 3'-G" FIXED PANEL ONLY DOOR 1 4 2 13/1 G" 41 9/1 G" 4 2 9/1 G" 5'-0" 5LIDING DOOR(2 PANEL) GO 3/4" 59 1/2" GO 3/8" G'-O" SLIDING DOOR (2 PANEL) 72 3/4" 71 1/2" 72 3/8" 7-0" SLIDING DOOR(2 PANEL) 84 5/8" 83 3/8" 84 3/8" 7'-G"SLIDING DOOR (3 PANEL) 91 3/8" 90 1/8" 91 1/8" 8'-0" SLIDING DOOR(3 PANEL) 97 3/8" 9G 1/8" 97 1/8" 9'-0" SLIDING DOOR (3 PANEL) 109 3/8" 108 1/8" 109 1/8" I O'-G" SLIDING DOOR(3 PANEL) 127 3/8" 1 2G 1/8" 1 27 1/8" 3'-G"TRANSOM (FOR I O'-G" 3 PANEL DOOR) 4 2 1/4" 4 1" 4 1 7/5" ' 10'-0" QUAD 4 PANEL SLIDING DOOR ONLY!!! 1 19 1/4" 1181, 1 19" 10'-0" QUAD-DOOR WITH FRONT FRAME BOX 1 22" 120 3/4" 1 2 1 3/4" (FI151WO 5FT.TRAN5OM5 ABOVE)FFONT FRAME BOXE5(7W554fPTZF) 1 2'-0" QUAD PANEL SLIDING DOOR ONLY!!! 143 1/4" 142" 143" 1 2'-0" QUAD-DOOR WITH FRONT FRAME BOX 14G" 144 3/4" 145 3/4" (FITS TWO GfT.TRAN50M5 ABOVE)FRONT FRAME BOXE5(7WG54FRTZF) ' 14'-0" QUAD PANEL HIDING DOOR ONLY!!! I G7 1/4" 1 GG" I G7" 14'-0" QUAD-DOOR WITH FRONT FRAME BOX 170" 1 G8 3/4" 1 G9 3/4" (FITS TWO 7fT.TPAN50M5 ABOVE)FRONT FRAME BOXE5(7W754FP.T2f) EXPOSEDEXPOSED---1 1318' 5LIDING I DOORJAMB , I I!— OVERALL— VE NCD IT`—NCD — OVERALL QUAD 4-PANEL DOOR5 ONLY! INSWING DOOR5 15TOCK,GLA55 TFUU)50W9 WILL NOT FIT ABOVE) E XTRA fXP05ED---1 5 EXPOSED —{ ion an I ve• AT GROG" 5LIDING O 14CD� ' iD 13/e+not DOORJAMBNCD NCD WIDTFtOV CD —I CUT512E OF FILI �1 WINDOWTRAN50M ABOVE OF.BELOW NCD KICKPANEL OR WINDOW QUAD 4-PANEL DOORS-WITH FRONT FRAME BOXES t 70H "`"A""FL SLIDING DOOR 5TOCR GIA55 WAN501015 WILL FIT ABOVE WITH 1-EXTRA N.CMANNEL DRAWN BY:TW SCALE: NTS FOUR SEASONS SOLAR PRODUCTS, LLC. REVISION By CHECKED BY:CM DWG.N:LTPG26 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NEW YORK 11741 DATE:05.0)-02 PAGE OF DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS '`i SWoowns SNOSV3S N11oin V3VnK)V.4nNV14 ONV SUNDIS30 1OL11)NOA MSN'AOOU91011 ' AVMII0111 W11101V31V SITYS313A 500; �/' L -�7^ ,ns��y� Z pC 34 duS# NnS 0£z S3RI3S o o z _ DTI`siongo,da-dv ios smosdgs xno,4 :,d li W315A5 p p o Om y d-3 y �O oo> got V�gTT3 b��ii 3 i b W.�b W. 4a s n appt �j Q 7� Z LL1 IVY j{/ b 4 Sz `H 03 rim 3 : .. a a .g3 El b Na I 3° k �d�Q I P1R a § bg 3� g g � s PaoJill, § b� Z N M wDel- all 3 3 { pt HIM I Jos i NIP fi gad 'RIM b 4jg _. 22g ° no llh Zoo I joy 11110111IM11HR"HwIl BUH r N ® ENGINEERING & STRUCTURAL LOADING INFORMATION O 4h FOR SERIES 230 GREAT ROOMS 0* ROOF PANEL: 4-1/4" O.S.B./ALUM. WITH H-BEAMS 5005 VETERANS MEMORIAL HWY. 1 LB. EPS FOAM PANELS HOLBROOK N.Y.11741 EFFECTIVE DATE 1-01 MAXIMUM MAXIMUM MAXIMUM END WALL PROJECTION—ALLOWABLE LQADING CHART FRONT WALL LIVE LOAD ROOF LOAD IN PSF (WIND LOAD EXPOSURES(RESIDENTIAL)IN MPH) LENGTH GOVERNED r`"- --N BY 10 FT 11 FT 12 FT 13 FT 14 FT 16 FT 4 18 FTq23 22 FT 24 FT 12 FT A)7-ALUMINUM BEAM 110 (155) 80 (145 60 (145) 50 145 40 125 25 (110) 18 ( 95) 10 ( 80) 8 65 FOR EXPOSURE WIND 8)T.ALUMINUMa STEEL .175 155 145 155:'. 120:"-::145 .100,`:145 .80i145 55 145) 35 (140 .20' (116 .15110REDUCEMPHSY50 C)1r ALUMINUM BEAM 280 (155) 230 (155) 190 (145) 160 (145) 140 (160) 95 (155) 65 (145) 35 (130) 28 (125) 14 FT A)r ALUMINUM BEAM 100 (140) 70 (140) 55 (140) 45 (140) 35 (125) 23 (110 16 ( 95) 9 ( 80) 7 ( 65) FOR EXPOSUREOWIND s)r ALUMINUMa STEEL- 150 (140 125 (140 . 100 4 (.146� -85�' (140); 70 140) '45 (140), 30 (140) . 18 (115) 13 (110) REDUCE MPH BY/5 C)tr ALUMINUM BEAM 211 (140) 205 (140) 170 (140) 145 (140) 120 (140) 80 (140) 55 (140) 40 (140) 30 (130) 24 (125) 16 FT A)7-ALUMINUM BEAM 90 130 65 130) 50 (130) 40 (130) 30 (125) 20 110) 14 ( 95) 10 ( 80) 8 ( 70) 6 ( 65) FOR EXPOSURE D WIND 0r ALUMINIUM{BTEEk 135: (130): 110 A30.- 180 i,�130- -75: (1130), 65 A 30. .40 (,130) 28 130 20 (125), 15. 110 12 100 REDUCE MPH BY 40 C)or ALUMINUM BEAM 157 (130) 157 (130) 150 (130) 125 (130) 105 (130) 70 (130) 50 (130)1 37 (130) 28 (13D) 21 (125) 18 FT A)7-ALUMINUM BEAM 80 (125) 60 (125) 45 (125) 35 (125) 26 (115) 18 (100) 13 85) 9 80) 7 70 1 6 ( 65 FOR EXPOSURE D WIND 6).r ALUMINUM i STEEL 122 125). 105-; :125 : ;SS e. 125.'. .70..I:1(.126) 60. :125j 38 ::(125 ..28-::•(125) �19 =1115j 1;.14: 100. All (45i) REDUCE MPH BY 40 C)12-ALUMINUM BEAM 122 (125) 122 (125) 122 (125)1115 (125) 95 (125) 65 (125) 45 (125) 33 (125) 25 (125) 20 (125) 20 FT A)7-ALUMINUM BEAM 70 (110) 55 (110) 43 (110) 33 (110) 25 110) 17 (100) 12 ( 85) 9 ( 80) 6 ( 70) 5 ( 65) .. 10 . 95 FOR EXPOSURE WIND B).r ALuMIia>aiaelEer ::-97�,� 110�- -97;.��,.110) ',80.;,1110--- 85 �.1,10. : .55:: 'i10`: 35 110 ,.25;:�..:110� _17�'- 110 `19 ;100 REDUCE MPH BY 35 C)1r ALUMINUM BEAM 97 (110) 97 (110) 97 (110) 97 (110) 90 (110) 60 (110) 42 (110) 30 (110) 22 (110) 17 (110) 22 FT A)r ALUMINUM BEAM 65 100 50 (100) 40 (100) 31 100) 24 (100 18 95) 11 ( 85 8 ( 80) 8 ( 70 5 65) FOR F�(Posutie O WINf mJmA�1UMM&STEEL";80: 100�' :80 s �100) 75: 100 �60..* 100.) 50 •.100 i 33 .. 100 22. . 100) 1B 100) 12 95 - �9 85 REDUCE MPHBY30 ALUMINUM BEAM 80 (100) 80 (100) 80 (100) 80 (100) 80 (100) 50 (100) 40 (100) 28 (1D0) 21 (100) 16 (100) 24 FT LUMINUM BEAM 60 ( 95 48 95) 37 ( 95) 29 95 2395) 15 J95i 10 ( 85) 7 ( 8D) 5 ( 70) 4 (65) FOR EXPOSURE D WINLl1MINUMaeTEEL 88:.:95.' :,68 1.;.95-. . '66-:. `95 55 :. :BS. 45 i:r `.9S' .30. 20 . 95: d5... :95 10 -95 .8 85REDUCE MPM BY>0 ALUMINUM BEAM 88 85 88 951 88 ( 95 88 95 68 95 45 35 95 25 ( 95 20 ( 95 15 ( 95 ALUMINUM TUBE BEAM 2 10 1R"W 2 3/8"' '-{ ALUMINUM PN 7TB T 3"ROOF D 1 TUBE BEAM 7.87101 I _`EI( PN 7TB Q°,FT I TUB1E. —ROOF PANELlq� 3.97 Ibs STEEL TUBE BE 7 1/8r per FT INSERT X 8 XT3116 12° 12"BEAM POST A e 78P132U 4'X FOR 57 PSF WALL 9.42 Ibs PN 12LW 4'%24'ROOM. `W per FT WITHA MAXIMUM lFR W� 0f A PRIMED IN FIELDL lootood HEIGHT OF 11'-0" 7h too G11, Cj ELECTRIC-H 'PO NOTE;WIND SPEEDS ARE BASED ON EXPOSURE B(RESIDENTIAL) BASIC VELOCITY PRESSURES. FOR EXPOSURE D(OCEAN),SEE NOTE ABOVE LEFT. +eMO+L•:wl + ��' +ul. eJ �ripuily;F,� ¢�'.+cE rsy� r"iu+`si��"yyS� ��ililc`��s (9�,.1rr G/9 /• ' '�1 na t w � .a % _L =• .'.nod uer' + uwntNcc - ►{{11111{X{t t Iy, iJ 231 1 'N°,10260 I c•.r �1�' �"Er uW� ��iGM�i looms S4M•�� \° ,� P�'mnnlop'� s497NOE 1\b�: �� AIABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO Etiu 9S ippTe4uo p+11 poi 1 LE eAl eA �ry� �� 1,L8a�%5, �1y1 : `e'IIN.L U�NI IRM.•wlti tl•1• - °:v� 9♦�0• tt �mnA'ILLIN015 jip KANSAS KENTUCKY LOUISIANA MAINE �,N^ MICHIGAN MINNESOTA r o•r uU:a♦ +.a•... 4.`^'"i`!. Qft,NCE fjs, �tx clROt�r J�y•{ °a+„,.t^ v o .CIE �a .LITcI t.4 cy� `•1 fL •.+uct , �LAA7IDICE Y' �Irwen� 7�; . • Urn: ; IIIC�+4XN1 - ,�1 S L w • 3 tOr15'�)'`�' LOQ{S ♦ NS01 13eeM � 1•Iun C�,/� 9 °�f' ,� 4n u `]ws nnn/Cd ♦ cnu a:'rr Ns,°..�;. � "♦i'�EIXtn 0 'ra`"nor '+♦nn•"` •+or.L�♦ `r''IEans+� 4nss ;`mni�� aH� nwad 7^Tt Ili MISSISSIPPI MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA QLNI:C i(ta ,t O�Oy °+Felt tpt \ rlrC � •' .cr`�� •'`°l l+nu.ci\: ��/cn°si1\b, d+''°."w,:.'y'. 1 NOTES: .vo'+ss',n'"t �!;fx+u+ �' °cy1+,) cSif+J.•.. \�.. ,. ;;,;,;; E-i�_; ;�;; �„��'o 1) RIDGE BEAMS TO BE 7TB.7TB WITH STEEL.OR 12LW TOR N1oP'1.O�P '•�r+e':�t♦+ i��, I•\14rI��'•`.n.n.i4?'� ey;o��lY',.` \\`"[.0 )ALUM INUM ALLOY IS 6005-T5 ° ``ExCE i,�4/ h. EAU NORTH DAKOTA OHIO OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO 3)DEAD LOAD OF ROOF SYSTEM IS 2.37 PSF �i�2nAd�,;'1 ��t�,,rwci qr,fc' "'�wti ,,•••e ,,,,,m 4)WIND SPEEDS ARE BASED ON EXPOSURE B VELOCITY PRESSURES. •,,•+.Inn"; ! :..' 3 uwRaNce S 5)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR •mot" iii UNIT UP TO THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR \*gENI`L l�`'yF ��oit" rCu°,la;•i1 +o.,.n`' ANY NEW CONSTRUCTION. THE CONNECTIONS TO THE EXISTING AND/OR ANY NEW CONSTRUCTION MUST BE ANALYZED ACCORDING SOUTH AR.OL\\INA SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT TO CONDITIONS SPECIFIC TO EACH JOB,BY OTHERS. u'ol oCe ry, "'+ro CIEr 3 r�+`'1:1�, �+ e ♦�' " +oo�a 6)ENGINEERS CERTIFICATION:I LAWRENCE FISCHER CERTIFY THAT uem 7 Manx J � J�� THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER {E• ''""• W MY DIRECT SUPERVISION AND THAT I AM A REGISTERED •ti I PROFESSIONAL ENGINEER IN THE STATES SHOWN. �1'OYINO 4•n VIRGINIA WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C. FILE:ROFENG35.COR REVISION BY 230 SUN t SHADE CATHEDRAL DESIGN ROOM FLA5HING ROOF'NOTE: (BY OTHEP5) IF U51NG ROOF'H'BEAMS ADJU5TABLE RIDGE #1 O TEK SCREWS #5 x 1/2'TEK 5CREW5 3-(A-73M) - 3-(A-73F) @ @ 12'O.C.(7'150) 4 114"(A'74h1) - 4 114-(A-74F) (TYPICAL BOTH SIDES (MALE i FEMALE PARTS OF RIDGE) ROOF PANELS NMITE f 5ANDTONE ONLY) o (TYPICAL) N8 x 1/2'TEK 5CREW 5EE ORDER FORM PATIOC2 @ 8'O.C.(7'1 50) FOR COMPLETE INFORMATION o0 FOR ROOF PANEL5 t WALL o FIDGE cn PANES. o • 3"(A-73RR) 2 o • 4 114'(A'74RP,) J O o (WHITE 6 5ANDTONE ONLY) a RIDGE SUPPORT BEAM o v (AWfB)WHITE ONLY o fn j o U V) o v 4"(7M980)OR 5'(7M981)5CREW5 WITH } z ALUMINUM SUPPORT o o WA5HER5 @ 24"O.G.ACP055 FRONT G POST(A'7BP 132U) o • Q PER PANEL @ 9'O.C.ON SIDE WALL _ Lu v (OPTIONAL THRU BOLT AVAILABLE) O U_ _ - � x � Quo O • GUTTER Q p 3 N / O / v 3'(A'73G) uj !�O Q)0 v ZZ O X(A7*139RNEP, Z F o Z O JO v 4 1!4 (A7'1 40) � N S / 0 0 I/�� • N8 x 1/2'TEK 5CREW Q voi z O OHO v @ I G"O.C.(7.1 s0) m 7 ADJUSTABLE SAVE uj 5'SLIDING WINDOW / • TOP(A'7ET) (TYPICAL) ! F BOTTOM(A'7EB) 5'x 1 2'KICK PANEL O O OWICAU �/ FILLER PANEL G7r 5'SLIDING WINDOW STANDARD OR CUSTOM (TYPICAL) TRAP DEPENDS ON PITCH �/ SILL ELECTRIC"H'CHANNEL 1 / / (A'77C5) (A7'145) / 5'x 12'KICK PANEL NNEL (TYPICAL) DOWN 5POUT CMA I I I) ELECTRIC'H'CHANNEL KIT(7'999)� 'H'CHA (A7'145) FASCIA 90°CORNER 4 3"(A-73RF) (A-7C9) 4 114'(.A'774RF) FILLER PANEL DRA16'N BY: T61' ELECTRIC CAVE 'H'CHANNEL CHECKED BY: 10 (A7-144) (A7-1 1 1) ELECTRIC CAVE COVER DATE: 06-24-02 (A'5 GT) NOTE: SCALE: NTS INDICATE5 THAT EXTRU51ON CbME5 IN BRONZE,WHITE OR 5ANDTONE 5UB5TITUTE"B'FOR BRONZE."W"FOR WHITE OR-A-FOR 5ANDTONE D6%Gd ' PAGE: OF: O� .00 o WALL LAYOUT OF 230 PATI❑ GREAT ROOM WITH EXPOSED DIMENSI❑NS FOR NO VERTICAL FILL CLOSED SILL 2 3/8' CLOSED SILL 2 3/8' W T CHANNEL IS NGTE-TELESCOP[NG ACTION OF H-CHANNEL INTO SILL OMITTED FP E RECOMMENED HERE TO 4LLOW UNIT TO PLUMBED TO EXPOSED 3 FT WINDOW EXISTING HOUSE WALLKALSD THE H-CHANNEL CAN 16 9/16' CLO OF 36 9/16- RIPPED DOWN IF THE HOUSE WALL IS EXCESSIVELY CLOSED D SILL IS l 3/8' OUT OF PLUMB. I 1 FT INSWING DOOR OR Jif—Jil_ (THIS WILL 3 FT OUTSWING DOOR NOT ALLOW FOR AN our 4' 4' OF PLUMB HOUSE WALL) 0. —7 UTILITY H-CHANNEL UTILITY H-CHANNEL a FT WINDOW 46 7/8' 4 Fr WINDOW PLAN VIEW 46 7/8' 11'-9 15/16' OVERALL "'-9 15/16' WIDTH OVERALL (141.938�) WIDTH SIDEWALL (141.938') NOTE: ACTUAL H- CHANNEL IS SLIGTTLY LESS SI DEVALL 13/4' THAN I 3/4';USING 1 3/4• IN CALCULATIONS OF '---� 1 3/4' WALL DIMENSIONS HELPS TO ACCOUNT FOR MANUFACTURING TOLERANCES IN WINDOW AND DOOR DIMENSIONS d FT WINDOW 46 7/8, a FT WINDOW 46 7/B' NO Fll1ER 3 I/2' H 3 I/2' 4' y 4' —_ 4 NOTE: TO ACHIEVE I,a. 46 7/8' 46 7/8' a6 7/8' 46 7/8' yr �• MINIMUM DIMENSIONS 4 Ff.WINDOW 4 FT.WINDOW 4FT.WINDOW 4 Ff.WINDOW FOR GABLES. TAKE'H' CHANNELS OUT MIN. FRONT WALL = C3 112 + 46 7/8 + 4 + 46 7/8 + 4 + 46 7/8 + 4+ 46 7/8 + 3 112) = L7' - 2 1/2' (206.5') N OF THE VERTICAL 17'-2 1/2'OVERALL LENGIH(206.5) (/J SILLS IN THE FRONT PEAKED WALL MINIMUM DIMENSION ' GABLE ENDS .. MAX. FRONT WALL = (3 1/2 - 3' FILL + 1 3/4 + 46 7/8 + 4 • 46 7/8 + Q• .r1��.• a + a6 7/8 + 4 . a6 7/8 + l 3/4 + 3' FILL + 3 1/2) = 17• - 2 L/2' (2L6') I v.•—� C) )1/a• )IR' 18'-0'OVERALL LENGTH(216') A FRONT PEAKED WALL MAXIMUM DIMENSION Imo• LEFT GABLE END = C3 1/2 + 46 7/8 L 3/4 + 46 7/8 + 4 + 36 9/L6 + 2 3/8) = LL' - 9 15/16' CI41.938') ry Q sr MINIMUM LEFT GABLE END = IL' - 9 15/L6'-I' =11-8 L3/I6'CDELETING H- CHANNEL AT WALL)REDUCE SIZE FURTHER BY 2 L/4' BY REPLACING UTILITY-H W[TH H-CHANNEL Q N pp RIGHT GABLE END = 0 1/2 + 46 7/8 13/4 . 46 7/8 + 4 + 36 9/16 � 2 3/8> = IL' - 9 15/16' (141.938') rr MINIMUM RIGHT GABLE END LI' - 9 15/16'-L' -II'-8 15/16' (DELETING H- CHANNEL AT WALL) REDUCE SIZE FURTHER BY 2 1/4' BY REPLACING UTILITY-H WITH H-CHANNEL CHART 3 DATE: 11-1/997 FOUR �`C/� �'` 3"OR 4 1/4"PIVOTING RIDGE REV: 05-12/99 f ❑U R S L H S❑N J (SEE DETAIL UPPER RIGHT ON OPPOSITE PAGE) DISTANCE FROM POINT "A" TO POINTS B.0 & D SUNK❑❑MS ROOFW24 C" 'A'-TOP OF ROOF PITCH 4 1/4' }" 1 1/4'*RR 1 4'lEK SCREW ROOF ROOF ROOFRO FCHART 2 ROOF THICKNESS (NET) REGULAR / }iN 12 - 4'DO 3 3/a' S" 11 16"RIDGE 4 IN 12 " 4 1/2" 3 7 8" 5 3/16" 7/8SLOPE 3"ROOF a 1 4 ROOF} IN 12 3 1 8" d 3 8 OPTIONAL 5 IN 124 5/8" 4 1/I6" 5 7/16" 1/84 IN 12 3 3 16" 4 1 2" FIBERGLASS 6 IN 124 3/4 4 1 4 5 11 I6 3 85 IN 12 3 1 4" 4 5 8" INSULATION 7 IN 12 " d 15 16 4 1 2 5 15 16' 5 8 6 IN 12 3 3 8" 4 3/4" 3/4' HERE 7 IN 12 3 3/8" 4 15/16" FLASHING TAB PREFERRED NUT & (ON RIDGE EXTRUSION) 'B BOTTOM OF ROOF BOLT FASTENER STANDARD ROOF SCREW (ALSO PEAK OF ELECTRIC-H) (FOR HIGH W/WASHER WIND AREAS) \\ "DAM"AGAINST WEEP AT 'OVERHANG" OPTIONAL SAW CUT HTO ACT AS OUSE WALL THERMAL BREAK O OPTIONAL SAW CUT "C"-TOP OF RIDGE CLIP IN ROOF PANEL/ OOF TO ACT AS TEMPORARY / THERMAL BREAK ROOF "TACK" THICKNESS(NET) \ IN ROOF PANEL LINE OF ELECTRIC-H SEE CHART 02 I I PIVOTING Ci 1EAVE 2/4-20 v 1 7/8" (2 PIECES) I (� NUT/&"BOLT, OEAVE I Ia (INCLUDED IN I HARDWARE BAG) VEEP HOLES AT ROOF PANEL SEAMS CORNER a END (HIGH SEND) Io WALL MITRE TO I� HEIGHT ROOFRID V1 SLOPE Ig I BEAM CLIP CORNER POST u, O I STEP D — ROOF (LOW END) Im \4UBE BEAM AFTER ASSEMBLING ALL WALL$.THEN MITRE 10 u (PRE-FINISHED ADD ROOF. START WITH MITRING ROOF SLOPE uIm (EXTRUDED WALL"REGULAR"RIDGE. USE ADD 'PIVOTING'RIDGE to _ (ALUMINUM ALONG TOP OF BEAM & EXTENDING O Z WHITE) APPROXIMATELY 12'OVER FRONT WALL WALL BAR HEIGHT = ZI= - II I (GABLE). THEN ADD ROOF PANELS. GUTTER&FASCIA. TOTAL HEIGHT U MINUS IV INTERNAL POST (R + E + S) CLIP (ROOF + EAVE + SILL I� L I(CVT 2"PIECE OF NON- "D"-TOP OF BEAM POST (<10 I THERMAL SILL Iz I SELF-TAPPING I BEAM POST SCREWS 2 7/16"X la I Iy II I 3 3/16 I= I INTERNAL POST TI CLIP I.� I LEVEL SUB FLOOR SLAB ORR DECK O3/4"OR 3/8"SILL 1 Z NOTE: CLOSED SILL = 112' OPEN SILL = 3/4" FRONT WALL LENGTH (GA E) 1 5/8 SLIDING DOOR SILL EXTRUSION (TYPICAL) j ATTACH RIDGE CLIP & POST CLIP 70 PROPER SUPPORTING STRUCTURE WITH ADEQUATE FASTENERS AS PER LOCAL CODE RIDGE CLIP/BEAM CLIP 3-7/16"HOLES IN RIDGE CLIP FOR INSTALLER PROVIDED 2-POST CLIPS AND FASTENERS. HARDWARE PROVIDED CLOSED SILL IN HW7PI20 HARDWARE SHIM AS REQUIRED(BY INSTALLER) BAG // WALL BAR (CLOSED SILL) — PIVOTING EAVE END WALL SILL "N HARDWARE BAG 2 5/8 BEAM POST LENGTH NOTCH CORNER POST O POST CLIP (SHADED AREA) END WALL LENGTH NOTCH o 3' OFFSET POST CLIP 1 1/8 FROM LIVE ELECTRIC-H CHANNEL FRONT WALL LENGTH (GABLE) FILE: STEP DWG. 39 ol REVISION BY r SERIES 230 5UN SHADE ROOM CR055 SECTION DETAILS 05-14.02 nv D6-20.02 Tv ROOF SCREW/WASHER(7M98O) (U5E 4"SCREWS FOR 3"ROOF PANELS ALTERNATE THRU BOLTS FOR AND 5"SCREWS FOR 4 1/4" HIGH WIND LOAD AREAS #8 TEK SCREWS ROOF PANELS) (4)PER PANEL @ 1 2"O.C. ol - I 1 cn u FASCIA EXTRU510N t1 ,� f CONTINUES DOWN TO n i I� p COVER END OF ° z S33 z GUTTER rn n 4 1/4"ROOF i i U 0 PANEL a SNAP-ON GUTTER ; 0 3 e mo (A'74GC) a 1 v � N 3/1 G"WEEP HOLES SILICONE (AT ROOF PANEL SEAMS) ELECTRIC SAVE SEALANT (A'7ET0)EAVE TOP 0 >- a Q N (A7'144) EAVE COVER EAVE BOTTOM '� fs1 z (A'SGT) (A'7EB) C rn0 W � z Fmz o > x SECTION"H"-"H"FRONT EAVE 4 ROOF CONNECTION o 0 3 ALTERNATE EAVE EXTRUSIONS W rn m #8 TEK SCREWS1 @ 12"O.C. z THIS FLANGE SHOULDN-• o BE FACED DOWN FOR 058/ 11 rn ALUMINUM ROOF PANELSS p O o w 3"ROOF EAVE FASCIA PANEL 3"(A'73RF) 4 1/4"(A'74RF) NOTE: STANDARD FASTENER SHOWN SILICONE (ALTERNATE THRU BOLT USED FOR CLOSED SILL SEALANT D %%N BY: TR' HIGH WIND LOAD AREA'S AS (A-7C5) n SHOWN BELOW). CHECKED BY: �1 (6)PER PANEL @ 8"O.C.ACROSS EAVE DATE: 05-0I.02 AND 24"O.C.FOR GABLES. - 2 SECTION"F"EAVE FASCCA AT GABLE 4 EAVE DETAIL(SINGLE GLAZED ROOMS) SCALE: Nrs D��•cd PAGE: OF: lJ� REVISION BY (2)3/8'x3'LAG BOLT5(BY OTHER5) (2)3/8N3'LAG BOLT5(BY OTHERS) I EACH SIDE OF EACH COLUMN I EACH 51DE OF EACH COLUMN 5-14-02 T"Y AND AT t I G"O.C.MAX.BETWEEN AND AT t I G"O.C.MAX.BETWEEN 06-20.02 TV n OUT5IDE CLOSED SILL CLOSED SILL IN51DE OUTSIDE INSIDE OF _ OF OF OF ROOM (A'7C5) ROOM ROOM (A'7C5) ROOM #8x I/2"TEK 5CREW5 ((�� CAULKING AT BOLT N #8x 1/2'TEK 5CREW5 CAULKING AT BOLT (7'150)@ 1 6'O.C. (BY OTHER5) (7'150)@ 16'O.C. BY OTHERS) MAX BETWEEN MAX BETWEEN 2 7i8"THK. WALL PANEL 2 7/8 THK' DE GABLE ATTACHMENT TAIL GABLE ATTACHMENT DETAIL U WALL PANEL = 5ECTION "C-C" a WHEN WINDOWS ARE AGAINST HOU5E o #8x 1/2'TEK 5CREW5 9 O (7-150)@ I G'O.C. = SECTION "C-C" COUNTER FLASHING MAX BETWEEN (BY OTHERS) E 2 7/8"THK.WALL PANEL CLOSED SILL M #8 X 1/2'TEK 5CREW U z (A'7C5) IN51DE #8 X 1/2"TEK SCREW (G)ON TOP 4.BOTTOM OF PANEL \ > OF AT± I G"O.C.MAX.BETWEEN < O ROOM Ll (2) 1/4°X 3'LAG BOLT5 y @ 16"O.G.(6 PER PANEL) - • TO BE CENTER ED ON 1d ADEQUATE S RUCTURAL < O O • ° �� COLUMNS,G=49 MIN. a �+ > O �. •• n O"':' TO BE EVALUATED BY OTHERS tD Q 3 y F- L40QQ 0 U ROOF PANEL - -- ❑ C/� d O . a (2)3/8'x3'LAG BOLT5(BY OTHERS) H-CHANNEL 2 3%I G'OR 1 RIDGE I/1 G'THK. m Z 2'"IN. STRUCTURAL CONCRETE SLAB I EACH 51DE OF EACH COLUMN (A7-1 1 1) (GSUTTER FOP, O > 0 < FROM EDGE TO BE MINIMUM 2000 P.5.1. AND AT a I G"O.C. MAX. BETWEEN 4 I/4'RIDGE h ROOF PANELS) (A'74RR) C/) o O OF CONC. (BY OTHER5) H-CHANNEL DETAIL SLAB —UNIT HEIGHT < UNIT WIDTH OR LENGTH 5ECTION "E-E w rn RIDGE DETAIL Lu w 51LL TO CONCRETE CONNECTION DETAIL 2x BLOCKING G=49 MIN. SECTION "D-D" 0� z SECTION "A-A" IF REQUIRED FOR LAGS rJ 0 Lu (f0 BE EVALUATED BY OTHERS) g0°CORNERLu 2xG DECKING OR 3/4' (A'7C9) 0 PLYWOOD FLOOR 5HEATHING (TO BE EVALUATED BY OTHERS) 2xG JOISTS @ GABLE END #8x 1/2'TEK 5CREW5 16'O.C. OF (5TAGGARD) G=49 MIN. (TO BE EVALUATED BY OTHE ) ROOM AT SILL AND NAVE P5 --------- (8)PER CORNER o ❑ 0U Z � FRONT OF DRAWN BY: TW ROOM CHECKED BY: (2)3/8"x3"LAG BOLT5(BY OTHERS)1 EA.51DE OF EA.COLUMN AND 3•NCD (2)3/8'x3'LAG BOLTS(BY OTHERS) DATE: 05-01-02 51LL TO DECK-CONNECTION DETAIL 1 @ 1 G"O.C.BETWEEN TO 6N I EACH 51DE OF EACH COLUMN SECTION "A-A" CENTERED ON JOI5T5/COLUMN5 AND AT± I G"O.C.MAX.BETWEEN SCALE: NTS (TO BE EVALUATED BY OTHER5) 90°CORNER DETAIL nwGm SECTION "13-13" N PAGE: OF: •A i .MAX. 7/12 PITCH MAY.. 7/12 PITCH 30.25G" w 30.250 w O STD.4/12 PITCH ,/ 5T1).4112 PITCH s FOP,5TD.TPAN5OM5 FOP 5TD.TPAN50M5 _ i W 18.435" // w 18.435" CieL tn w _ LuCV/ F8 TO',5CREW5 p g � _ @ I G O.C.ww.) U 0 = 'mu ELEVATION5 z U _ 12'GL 55 n N TPAIISOM N uj O J — 88 TEr,5CREW5 IU (1 @ I G,O.C. P.) 0 z z ALL ELEVATION5 ~• O U z N It 5LIDEP, r WINDOVI U'l O O LF)Z o O Ln Z o r- O ^ o �O m SUDEP w O ¢ w O N w mlluow m N Dwc O r- _ =D O ILl O U Q U z UU lDU MLL C\j Luu O m 1tu O m w0 to O 0 z I Ln L 48 TEK.SCREwS. � a0 •'All ELEVATIONS.,::.: H8 TEI;5CRIA u- @ I G.O.C.rm.) CV ALL ELEVATION5 U w = O v Tn u z ED O zv = = � `v �o 22'WOK lL PANEL tz 3 N m tQ N w J (V - N N Ln O z N 88 TEI;SCRCWS N @ 16'O.C.(IYP.) IL1 ALL ELEVATION5 Be O m12 Z —Ia0 UjIu Willi 5ECTION 'TY 22" GLA55 KICKPANEL-WINDOW 5ECTION i1K-K" 50LID KICK PANEL-WINDOW- NOTE: GLA55 TPAN50M NO TPAN50M 1."'INDICATES EKIPU51ON COME5IN SA IDIONE.BPONZE OP,WHIIE.5UB5TIlUTE THE"'WITH 8'FOP,BP,ON2E,W FOP.WHITE AND'A'FOP,SANDTONE. oRAWNBY: TW SCALE: NTS FOUR SEASONS SOLAR PRODUCTS, LLC. REVISION BY CHECKED BY: DWG.4: 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NEW YORK 11741 DnTE: ae-2l-oz PAGE OF DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS 21 SERIES230/330 ROOM SLIDING DOOR DETAIL TEK SCREW TRANSOM INTERIOR // HEAD ! I ELECTRIC 'H' W/COVER GLAZING BEAD i 'H' CHANNEL I .- LEFT JAMB RIGHT JAMB 5' EXPOSED = 59 VE I/2' NCD 6' EXPOSED = 71 1/2' TEK SCREW 5' NCD = 60 3/4' 2 5/8' NCD 6 NCD = 72 3/4' LP TRANSOM HEAD DOOR HEAD FRAME GLAZING TRANSOM BEAD HEAD GLAZING BEAD GLASS GLASS TEK SCREW j TRANSOM • � JAMB 1 _• TRANSITION TEK SCREW H' OPEN SILL Aff TRANSOM JAMB DOOR HEAD FRAME F / SILL NO SCALE MODIFIED SILL v SERIES 230 P.00M WALL COMPONENT DIMEN51ONAL CRO55 REFERENCE 5HEET NCD EXP05ED OVERALL DESCPJPTION WIDTH WIDTH WIDTH .�._ (BfiXREN n.CnlWNELS) 1'-9" FIXED WINDOW 22 1/8" 20 7/8" 21 3/4" 2'-G" FIXED WINDOW 30 1/8" �8 7/5" 29 3/4" 2'-1 1" FIXED WINDOW 3G 1/8" 34 7/8" 35 3/4" 3'-0" SLIDING WINDOW 37 13/1 G" 3G 9/1 G" 37 7/1 G" NEW NARROW 4'-0" SLIDING WINDOW 44 5/8"' 43 3/8" 1 44 1/4". 4'-0" 5TANDAPD SLIDING WINDOW 48 1/8" 4G 7/8" 47 3/4" 5'-0"SLIDING WINDOW GO 3/4" 59 1/2" GO 3/8" G'-O" SLIDING WINDOW 72 3/4" 71 1/2" 72 3/8" 2'-G" INSWING/OUT5WING DOOR 31 3/8" 30 1/8" 3 1 7/1 G" 3'-0" INSWING/OUT5WING DOOR 37 13/1 G" 3G 9/1 G" 37 3/8" 5'-0" FPENCH IN5WING/OUT5WING DOOR GO 3/4" 59 1/2" GO 3/8" G'-O" FRENCH INSWING/OUT5WING DOOR 72 3/4" 71 1/2" 72 3/8" 2'-G" FIXED PANEL ONLY DOOR 30 13/1 G" 29 911 G" 30 911 G" 3'-0" FIXED PANEL ONLY DOOR 3G 13/1 G" 35 9/1 G" 3G 9/1 G" 3'-G" FIXED PANEL ONLY DOOR. 4 2 13/1 G" 4 19/1 G" 4 2 9/1 G".:. 5'-0" SLIDING DOOR(2 PANEL) GO 3/4" 59 1/2" GO 3/8'1 G'-O" SLIDING DOOR (2 PANEL) 72 3/4" 71 1/2" 72 3/8" 7-0" SLIDING DOOR(2 PANEL) 84 5/8" 83 3/8" 84 3/8" 7'-G" SLIDING DOOR(3 PANEL) 91 3/8" 90 1/8" 91 1/8" 8'-0" SLIDING DOOR.(3 PANEL) 97 3/8" 9G 1/8" 97 1/8" 9'-0" SLIDING DOOR(3 PANEL) 109 3/8" 108 1/8" 109 1/8" I O'-G" SLIDING DOOR(3 PANEL) 127 3/8" 1 2G 1/8" 127 1/8" 3'-G"TRANSOM.(FOR I O'-G" 3 PANEL DOOR) 4 2 1/4" 4 1" 41 7/8" ' 10'-0"QUAD 4 PANEL SLIDING DOOR ONLY!!! 1 19 1/4"' 1 18" 1 19" 10'-0" QUAD-DOOR WITH FP.ONT FRAME BOX 1 22" 120 3/4" 1 2 1 3/4" (FI151WO 5FT.TRAN50M5 ABOVE)FRONT FRAME BOXE5(7W554FRT2F) 1 2'-0" QUAD PANEL SLIDING DOOR ONLY!!! 143 1/4" 142" 143" 1 2'-0"QUAD-DOOR WITH FRONT FRAME BOX 14G" 144 3/4" 145 3/4" 015 TWO GFT.TP.AN5OM5 ABOVE)FRONT FRAME BOXE5(7WG54FRTZF) ' 14'-0"QUAD PANEL SLIDING DOOR ONLY!!! I G7 1/4" 1 GG" I G7" ' 14'-0"QUAD-DOOR WITH FPONT FRAME BOX 170" 1 G8 3/4" 1 G9 3/4" (FIT5 TWO 7FT.TP.AN5OM5 ABOVE)FRONT FRAME BOXE5(7W754FP.T2F) !-�EXPOSED EXPOSED 13/B' I SLIDING DOOR.IAMB �I, „VEP.ALL —{I NCD f� �NCD ''ll OVEP,ALI. QUAD 4-PANEL DOORS ONLY! INSWING DOORS '(5TOCF.GLA55 TRAN5U6L5 WILL NOT FIT ABOVE) rF kr.. EXP05ED SEJ(POSED �mlan ve AtGP.O" i0 3JD SLIDINGODOOR JAMB NCD NCD WIDTHvERAL� OUTSIZE OF FILL LO WIIJDOW TP.ANSOM ABOVE OP,BELOW NCD KICKPANEL OR wlNoow n.cwwlreL QUAD 4-PANEL DOORS-WITH FRONT FRAME BOXES+ 70H SLIDING DOOR 5TOCR GLA55 TRAN50M5 WILL FIT ABOVE WITtl I.EXTPA n-CnANIJEL DRAWN BY:TW SCALE: NTS FOUR SEASONS SOLAR PRODUCTS, LLC. REVISION BY CIIECKED BY:CM DWG.N:LTPG26 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK,NEW YORK 11741 DATE:05-0I-02 PAGE OF DESIGNERS AND MANUFACTURES OF FOUR SEASONS SUNROOMS 31 `,a Permit .No. ......: YMr> TOWN OF BARNSTABLE 35681 ° .°. ......... q BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ,........... ■Y� ��067Y u ' HYANNIS,MASS.02601 Bond .......p......... CERTIFICATE OF USE AND OCCUPANCY Issued to BAYSIDE BUILDING COMPANY Address lot #132 35 Stallion Way, Marstons Mills USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED 'UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY'COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. May 13 93 ..... ... ... .... ....... ..... 19................. ......... ....... ................. Building Inspector ��..° °•.� TOWN- OF BARNSTABLE , BUILDING . DEPARTMENT = ssaiaT = TOWN OFFICE BUILDING rua i6,1 . � HYANNIS, MASS. 02601 �o rnr r. MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by Building Permit #.......... (O /� ..._.. ......._............ :.................._......._.... .... .......... _.._...... ...... ._� issuedto ... c/ i/i cv_. ................._......................_......._._.__.�.. . ...___._.......»»..__ . �.. _. Please -release the performance bond. r '� Jf mil r �u• � o march 1 93 r� sg�.a • wt} > y y ti i ATE . 19 PERMIT NO a 46e � 'i;Ba side BuildingC o. UAP-PLICANT y ADDRESS CentcrV d •1 ",J ::r y`rF (NO.) (STREET) '"yR F nFamily �,�NTA Ss,4lCEM5E} • A,p �j�t`c ..i7uZld Dwelling �1J:t�. l.: �' :32[11�. ° DWE:l l�n NUMBER OF er; IS,� ERMIT TO' (_I STORY U g DWELLING UNITS^^' ^*1w4 �k74 {YA6'i J;:y (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) r.,<d vt,A" �c,. p' t x�,•'fP�Y' , }.�Lra v; .. 1• r.;__, ..}... x-'-' •.ZONINGr"1t y?i1 tAT (LOCATION) j,ut #132� 35 .+tullll')ii i'J�ij , cY.�LJIlS Mills r l� j�fr y ()ISTRI � (NO.) (STREET) :J rVyvdVy ( ' ', • r i,uAJ ' f's5" `' ti ry. 'BETWEEN. AND (CROSS STREET) (.CROSS STREET) r�.tty. t , Y yr+ ( <• • , .. >1a,E'•aLOT ; SUBDIVISION LOT BLOCK SIZE t,}1:t: BUILDING IS TO BE FT, WIDE BY F7. LONG BY FT. IN HEIGHT ANO SHALL'CONFORMONrC01 STRUCTIOJ !M al TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION 'F it/rJy+'%4r• Sew age #91-183 REMARKS: Bond. 41. 7 I �.•� 11 AA .• 1371 sq. ft. 8S �QO. PERMIT ry107.75a j flit' 4� �VOLUMEM* Y ESTIMATED COST $ FEE k{s,i y,.y r (CUBIC/SQUARE FEET) -OWNER •Bayside -Building Co. r �{ �''� + eI1tt+rVl a BUILDING DEPT. A /�} } 1 8� �14s ADDRESS• BY (' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER T�EMPORARILY.OF !•a4' PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, 'MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINEC FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FFtOM THE CONDITION! �.GJ•ti; OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. _ MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE.ARBLI.C`ABL'E;SEPAR'ATE INSPECTIONS REQUIRED FOR PERMITS '-ARE,';REQ'UIREO`• FOR' ,s +1' ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL;.PL'UMBING,"AND-° A+ MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICALSINSTALLATIONS 1 yry, y i} . FOUNDATIONS OR FOOTINGS. 1.Ax Y'7;r 2. PRIOR!TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED'UNTIL �u y'j• c,MEMBERS(READY TO LATH). r b y>,1 ./v 1 4 t;t 3'.'FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. its1SF jr '•0CCUPANCY. `` POST THIS CARD SO IT IS VISIBLE FROM ,,S.T•REE•T f "�rt r'$tf -,'BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPRbVALSI`c . All IWVA '+ Y 1,�V�'f�r�r{�.5 f'f.' •4�i"�1tx��i� ��niy A ivlT,�.� 'r("�'a{Y#q�_}1 I�t't\ ,}, i 'y. . �,r r:r a�x; r• %a�i. / � � •// i r�jt � t y�'I# �♦r � a i � `fir`; fryr A•'I• +`jp- -3 ' 9-7 HEATING INSPECTION APPROVALS EN INEERING DEPARTMENT f•1 2 BOARD OF,HEA 4*a s iM1 IRijt,yyr;t OTHER SITE PLAN REVIEW APPROVAL a xr11 �' rr loi x� 7 l `4tJ `Y JI Im�5 + )' WO SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED`ON,THi51CARD fAt J taf�° r TOR HAS APPROVED.THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BV,TILEPHONE ORyVYRIiIE CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE, NOTIFICATION • Q ouuaaT 10 64 I C! y a Idg ?S STALL► o�J I YI4� r/ / cf-e•T/� Y 7-1-IA 7- T.vE VVb,4 Zoc.47-id v C�NrE�x.v�«E S�/Lgwiv yE.eEp.C/COtiI,dL YS �/jT,y S'CA 1-4 ' 7-,�/�S/OEM/�/� �l ic/o SETB.4 C� I =.dd� O.q T� 2, 2G •�� Z07- //1V 17 rIVz�-4 sST�.� 4 -5 e- L�p /I!/ES .4Oip.L. %:$fAl.Ti�g: Li.' �N'RLT::9�1tNCa.1'si -Ell rL , t NOT tT rireNGES { TO N OF BARNSTABLE Buil ing Inspection Department .i i I - I ( tLill LFl II C EEB I L ILEHti i i a In I it ' _ . Ii---- - --- - � � ..._ � I - I � r�---�- - - '; I � . I I i � � . . � i i i �` I I ; i � � ! ` I ` I � .; � � ; j � ! ��, I I � � , � � i .�. . ,� i � � ;� �_` I � � I %� J � � I r z (`� � � Z ., j c ,- _ a I � I � .; ., � �- . I-�- - - . � � �- - - -- �. i ill y✓ , 1 I I _ j .,2'�l-1 .��-arc .,•p' •. ►t\I - }I: I •z 13d-ztsa•J C)Nt113� - y�d-alp -:;p cv a�►i-� do vi �\ n� o.�.R..7>t� � rl , 'Z N C411% \ al': nvtj ��-� I '►1�N I n VCR R I I ' v I �7'�13 H'711�... nT :. N 1•i 'V?� 9 ....... i- • b\ j l O O � ' �a i I I- -I •/III 19S .7 $ s - 1461 tb ofc 1 r — - 2'0 2 2__ �~ -rl d 'fP.. CP ! : Tt ? 1 IOD , I it ii o ! I 0!? OD O t ! 0. fig'-o•. � i , 3a 45 (2'_ 24'-o•' r' I I •I I — — — - - I H%, 4'-W GONG.WIaLL S/ I I mom` h :.Count e�rL�( Gcw�tJLcT�on�S ./ I � FioT-C.ot_n-. r�nainJ I I to•• FOO-r tN c, I I V _�.�.c. ._..."Lt;o V--- o I I Gacz.AszE I I I. . I C,01^PAGT GMAUr F'i LL. 16 I �,. O.. G�,�.. ' ��.6.. _._._�'-�_...._. �' .•.. ( Iz'-o' p o I gl T I '1 I I L J . _ L.1 j -Gin-oc2. L i e'r-A/h po Gu T - b 9'.`�2' l..&LL%e GOLWANS �aGtt go _ N 2A„tr 24" Y I W FOOTIW(PS I I * -U,�iw nl a.( FOaTTt►J.Ca:�9" AtrC� L N J 3'�4"GON GTZ$TE. lP� ' IA N , a0 i� F'c • 4 0 0. P-5 A E.N - F O u N QLST t S)ry i �, 4 ,T a Assessor's office?1 st Floor)- • ��/ Q .�J�/� / l Assessor's map•and lot number /"�/ ` l P©.0� �- PT1C SYSTEM MUST BE ��TN( 0 'IL t ,Q Board of Health(3rd floor): Q d R' SCE e'�°�w�Etj�q # ,•jam, Sewage Permit.number 7�^- n3 \V T� t DAHD970DL6 i Engineering Department(3rd floor): i' • : House number clJ t'roG QNS o�,Fc 1639. Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only 88r� ry TOWN OF •BARNSTABL `b.; r BUILDING - INSPECTOR APPLICATION FOR PERMIT TO �2 p¢'C/H�j G�% J �V ol /; ce TYPE OF CONSTRUCTION �riy lD 19 TO THE INSPECTOR OF BUILDINGS: The undersignV hereby applies for a permit according to the following information: Location 3.72 Proposed Use -Q Zoning District Fire District Name of Owner ! J Address SAP L� L( G1 '� • Name of Builder Address Name of Architect Address Number of Rooms Foundation 4a��_,y Exterior Roofing Floors v Interior Heating Plumbing Fireplace Approximate p` Approximate Cost Area 44 Diagram of Lot and Building with Dimensions Fee �� 7,1 �q1 L� • 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �� 6 yj Construction Supervisor's License BAYSIDE BUILDING CO. 6 ,No' 35681 Permit For 12 Story Single Family Dwelling Location Lot #132 , 35 Stallion Way Marstons Mills Owner <Bayside Building Co. Type of Construction Frame s i Plot d Lot i Permit Granted March- 1 , 19 93 Date of Inspectio4 19 • t� om t d , � � 19 cc co �5 ® it —.........__.__._.. _ CHECK OR MONEY.ORDEI LICENSE. SFOR.REQUIRED,FEE, EXPIRATION DATE CONSTR. UPERVISQ$ 06/30/1993_, 3 a ''' ` MADE PAYABLE,TO RESTRICTIONS - . �;,,y.l ;EF,ECTIV�DATE UC-NO. NO NE `�"� 06/ �/1991� ' =` "COMMISSQI�E PUBLICAFETI . . .. 005.645z . BRIAN .T'' DACEY .� ��^ OTSEND�d►SH)• ... ' 62, FERBROOK .LANE SS -027-46=S956 CENTERVILL .MA.. 02632 P EASE .:NO CREASE MOTO ,..�lowrwo OPR ONLY, FEE: ;.:'. .: .<.�ru�vb?.`:tz�:`F: : pp E I FECTIWAR19.89 I .:• r ��``��•y�"'��'�iio RETORT: NOT VALID UNTE.SIGNED By LICENSEE AND OFFICIALLYI1 Nit Y STAMPED •SIGNATURE OF THE COMMISSIONER DOB: 0 4/19/19 S 6 0 NOT', GEC !s•Ir,l��y)' ,r,� ENS3:STl '� }I.�!�•,ta•IG�`y �mil'',•••!TNa DOCUMENT uuat eE SIGN NAME 114 FULL'ABOVE SIGNATURE LINE ;v'1,l ,�>, d' TARRED ON THE WHEN ENG G- lI Oi LICENSEE�•i'�11 �:, Y THE IN TH1 WNEN ENOAO• Ste_ OTNIRi'RgN��1p1111' EO w TNIS OCCUPATION. �/ '!{: COMMISSIONER 20OM•2•87•81429 -- Deck. DET"�:►t._. (�YPIc.a�> -� �oJ 2 SEbsd NS SUr.1iZo�1.� 3��" SNc4'�+ c� G• V L_L V h. N �.CS 1 r FEE 2 x ►2 7ot5T5 @ IG QC. i ��"`� STALL-l�e� �hl�► C MAN A5;/oI DECOSTE REMODELING&DESIGN l{ x �6 �, POST 4380 FALMOUTH RD.� Q COTUIT,MA 02635 i, 508-428-5740 �Z O tA�.nE-irC rZ PeSf EASE 'f SoNOTUry� ✓ a.rc�{aeC bo`'r i �i Extsr.Ncr �ara� i � 2 I �Jir tpOvJ Wlr�j�o�! 1�/IrJ��W IeJ1NUOyV wItQ DOW ' Q tal►6%IDow St►�i�EiL. wIalDow GLlSTc -eU i LT . t`i T R-t G.H T f-�48 t_.E _ r '