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HomeMy WebLinkAbout0035 NORTH WINDS LANE W i n d5 L af-e— �IIIf �gECYCLFp po 2 llll UPC 12543 No® 53®LOR °p5T ONSJ� HASTINGS, MN 0 r. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel NY)(,� Application # `C U Health Division Date Issued Conservation Division Application Fe G Planning Dept. Permit Fee 'k 2 l Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 3S MaAwW� Village W. &GQ 0 Owner J)%Qn\h C CC.Ac Address 3J iVC),r&Z \ Telephone Permit Request T Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ',Project Valuation Construction Type -SA or Lot Size 1.0"N &Lra\ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including bath:;): existing 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 :)rWN &(0- Telephone Number Address r 1 License # CS-1060SO Eimait Home Improvement Contractor# 1119M Worker's Compensation # hq 53( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �Jo pt,t'E MA_Tifi 1� SIGNATURE _ DATE 11115113 FOR OFFICIAL USE ONLY APPLICATION DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE Y OWNER . s ` DATE OF INSPECTION: FOUNDATION FRAME ' INSULATION FIREPLACE l � ELECTRICAL: ROUGH FINAL I PLUMBING: ROUGH -FINAL — GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t o ` I Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia - - Workers' Compensation Insurance Affidavit: Builders/Contractors/El ect.ricians/Plumbers Applicant Information Please Print Legibly Name (Business/0rganiz1tion%Indivi#4:1 1. LA , LL—C Address-: l 1,�f G�nh1G. ICr� City/State/Zip: , t Phone (OM F2, re ou an employer? Check the appropriate box: . am a employer with � 4• ElI am a general contractor and I Type of project(required)::employees (full and/or part-time).* bave hired the sub-contractors 6. ❑New construction ❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' [No workers.' comp:insurance comp. insurance.$ 9. ❑ Building addition . required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.® Other L .r L_ 1 ' 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 a$davit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 thepolicy and job site information.. Insurance Company Name: SI,VGv!1Co siA ec Policy#or Self-ins.Lic.#: Expiration Date: ( It Job Site Address: :ono City/State/Zip: t .rent Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that 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 ahove is true and correct -Signature: - Date: 1 Phone#: - 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): I 1.Board of Health 2.Building Department 3. City/Town Clerk. 4.ElectricaI Inspector 5.Plumbing Inspector 6. Other 4 Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all,employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other'legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or ffie receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local Iicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced.acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with,the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es) and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation,of insurance coverage: Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-.insured companies should enter their self-insurance license.number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly, The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses: A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts. Department of Industrial.Accidents Office of Investigations 600 Washing-ton Street Boston, MA 02111 Tel. #617-727AROO ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 . vrww.mass.gov/via Date: May 24,2013 Policy Number:0000069536 Policy Information Page F4, CCI Carrier Code: 30325 Account Holder: B T Design&Buiild,LLC Agent Number: 00115 Address: 243 Wapping Rd Agent Name: Interstate Insurance&Finance Company Portsmouth,RI 02871-0000 Agent Address: 80 Main Road Tiverton,RI02878-1127 Phone: (401)624-8477 Named Insured: B T Design&Buiild,LLC Dec Type: New Group Affiliation: Endorsement Reason Transaction Date: 05/24/2013 Policy Number Endorsement Effective Date Endorsement Expiration Date Account Number 0000069536 05/20/2013 05/20/2014 20499671 2 Policy Period From To 05/20/2013 05/20/2014 1 12:01 a.m.standard time at address of named insured 3 h A. Workers'Compensation Insurance: Part one applies to the Workers'Compensation law of Rhode Island. B. Employers'Liability Insurance: Part iwo applies to work in Rhode Island.The limits of our liability are: BODILY INJURY BY ACCIDENT $500,000 EACH ACCIDENT BODILY INJURY BY DISEASE $500,000 POLICY LIMIT BODILY INJURY BY DISEASE $500,000 EACH EMPLOYEE C. Endorsements&Schedules: Endorsement Endorsement Endorsement Endorsement BE_00_00_01A- WC_00_04_21C- BE_00_00_06-Officers and WC_00_04_22A-Terrorism Cancellation Endorsement Catastrophe(Other than Other Exclusion Risk Insurance Program Certified Acts of Terrorism) Endorsement Reauthorization Act Premium Endorsement Disclosure Endorsement Beacon This is not an Invoic Mutual Insurance Co. Insured 4 BE_00_00_14 V6 Page 1 of 3 . . . � �. . . ."..,. 7 , ,, ,, .:... : � , , " "- . . , . .. . ..1 , , , . . 1,I .. :: .-. .I I ,?'.�,I . . . . I I . . ... � ,. � , -. * . ,: . � : . .. �. ; : I . . �. . � . .,......':,-- .�: I,_. I, ..I..., .., I ..�.:.I . '. ,: . :�: ., .1. ,':-.., . I I, . . , , ..,I. . ! �: . . . . . .. I. 1 .. : . . . . 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BRIAN.T FISICE�i& x 1r'�,��? , 7I NA�2I�AGd".AVE Jaa , i` . . . �nest' h R9 02835 1 y r q%. t ` } {� r y. . 4 � rL� �, C +r ilQl3 .: .r � wminisr. a, 09/24/2014 , % . . . . r - -- Town d Barnstable ° Regulatory Services » Thomaa F.Gea'fer,Director Building Division Tom Perry,Buf ing Commiffiowz 200 Main Stvet,$yamiie,MA 02601 www tow n.bsn=tnbk_ma.us Office: 508462-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section I€t,Tsing ABuilder I, Xisse as Owner of the subject properly hereby authorize to act on my behalf, in all mutters relative to work authorized bythis building permit application for: (Address of Job S' fiiof Owner Print l` If Property _owner is applying for pe iit please complete the Homeowners Lieense Exemption Form on the reverse side, Q:FORMB:OW]IERPEEJAW0N i a • - • . . - - ::8UNIRAC A HILT I GROUP COMPANY SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams....................................... ...............................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer 0Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see alloys:6005-T5,6105-T5,6061-T6 up Clip no e'�"e, Ultimate tensile: 38ksi,Yield:35 ksi • Finish: Clear Anodized Bottom Up Clip weight:—0.031 Ibs(14g) Beam Bolt • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt,one%"-20 ASTM F594 serrated flange nut,and one%"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance i Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 I f. Y _ Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 t X !� Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181)1 0.619 Dimensions specified in inches unless noted a 11111130 "'UNIRAC SOLARMOUNT Technical Datasheets am A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.302101C,3021011),302103C,302104D, 302105D,302106D • Mid clamp material: One of the following extruded aluminum Mid u Bon alloys:6005-T5,6105-T5,6061-T6 la a Nu Clamp 0Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized h Mid clamp weight:0.050 Ibs(23g) t:; Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac'/4"-20 T bolt and one Y4"-20 ASTM F594 serrated flange nut f ! Use anti-seize and tighten to 10 ft-Ibs of torque Bea i Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance LW DUTAMa i--- Direction Ultimate Load Factor, Load Factor, DENIM MCOULS Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 y Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620 L,,'X Dimensions specified in inches unless noted SolarMount End Clamp Pant No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C 0End clamp material: One of the following extruded aluminum _ _ alloys:6005-T5,6105-T5,6061-T6 it �{ Ultimate tensile: 38ksi,Yield:35 ksi f Finish:Clear or Dark Anodized • End clamp weight:varies based on height:—0.058 Ibs(26g) End" Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single i end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one W-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque i Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory l Modules must be installed at least 1.5 in from either end of a beam L...X L.R Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, r�tcaer Ibs(N) Ibs(N) FS Ibs(N) m VAXIES WnH I Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 TMDOKHM t Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,Xt 1 142(630) 1 52(231) 1 • 2.72 79(349)1 0.555 Dimensions specifikld 515Zd s-ur�less-aoted SOLARMOUNT Technical . , . - - UOUNIRAC A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No.304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only;be L,X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance V SLOT FOR- Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m ^2,01_J Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162), 213(949) 2.28 323(1436) 0.664 m • Technical . . . - - Ma UNIRAC A HILTI GROUP COMPANY SolarMount Beams Part No.310132C,310132C-B, 310168C,310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M,410168M,410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 V4"HEX HEAD SCREW 1/"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR -T 3/8"HEX BOLT SLOT FOR 1.385 ii :Y8" HEX BOLT .387 .750 1.207 y y ��1.875 A Lr X Lp.X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted n � Barnstable Old Kings Highway Historic District Committee ! 200 Main Sheet,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-8624784 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)eompkft sets,for the isstmme of a Certificate of Appropriateness under Section 6 of Chapter 470.Acts and Rewives of Massachusetts,1973.for proposed wart as described below and on plam drawings,or photographs amwnpanying this application for: Check aII eMMwin"apply, 1. Building construction: ❑ New ❑ Addition ❑ Alteration 2. Type of Building: ❑ House ❑GarageA n ❑Shed ❑ Commercial ❑Other 3. Exterior Paintinz roof ❑ new roof ❑colodmaterisl change,of trim,siding,window,door 4. Sign : ❑ New Sign ❑Existing Sign ❑ Repainting Existing Sign 5. Suucture: ❑Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑Termis court ❑ Other 6. PQol, ❑ Swimming ❑ Other man-made pool W Solar panels ❑ Other Type or Print Legibly: Date NOTE A9oWpAlen towrmom br sow diy da arrrwr was Owner(print): I" Gricl_ , Ttdephone#: Address of Proposed Work _ ��.Mh41 L Vi[lage V.Brcnc" Map Lot N Mailing Address(if di ) owner's swotare T DaRiptbn Of ' Give particatlars of wort to be doer-•_ ma hi, t._ n11106C revs Ap ` •, tr, S,%k ccR 2�24 ILA x mr,ttmke(^cI� 4 3.\U �.A e n kc �e �t rt.�c� "I -t 11 �LV� MG,tiVtCQl) '1'�Xd) W� AAY�OIC.lh.(L �y 1i�a ItS r.�lrn n1 h 1 ,1.1d sA k S nn 1 Agent or Cautractor(print):_1 S'161�.rl ti�.T. (la tn.&bnsi�, _Tekphotte (- Addressz� .f t .- &= ')1 Contractorl ,Wt,Signature. For Co flee only. This CerriBeabe is hereD ROVED/ Date Membm tAoafa s i Q•'�QOrI�rQCflf,.O�M R�1�//10 Q �Ajs//i�hM�1Q�App(1tL014Lib�QRAF7aQ�jCrlrA�/1�01K17�/IF�QOr APPROVPD JAN 0 8 20Ai Town of Barnstw.-.; Old King's Highw,.y Committee i CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 COp1CS Foundation Type:(Max. 12"exposed)(material brick/cement,other) Siding Type: Clapboard_ shingle_ other Material: red cedar white cedar other Color. Chimney Material: Color. Roof Material: (make&style) Color. Roof Pitch(s): (7/12 minimum) (specify on plans for new buildings,major additions) Window and door trim material: wood other material,specify Size of cornerboards size of casings(1 X 4 min.) color Rakes ist member 2id member Depth of overhang Window: (maketmodel) material color (Provide window schedule on plan far new buildings,nutjor additions) Window grills(please check all that apply_: true divided lights_ exterior glued grills_ grills between glass—removable interior None Door style and make: material Color. Garage Door,Style Size of opening Material r P, Shutter Type/Style/Material: Color. ,JAN 0 8 N15 W,nh�waV Gutter Type/Material: Color: Town of to s«pie Ulu Committee Deck material: wood other material,specify Color. Skylight,type/make/modelh material Color. Size.: Sign size: Type/Materials: —Color. tqj7r1 112013 Fence Type(max 6')Style material: Color. Retaining wall: Material: Lighting,freestanding on building illuminating sign I u OTHER INFORMATION: A 4060 IUD AatriGhon r& ertscmA o/orlC to en_i IQ THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,lampposts etc Signed: (plan preparer) Print Name _Orntl. Turoin l 6%-591�•1591) 2 Q:\8"&and Comm mnA0ld Kings Hig1iwp)&0K11 App1xatwnA0K11 DRAFT 2011 Cert Appropnateness DRAFrdar Sara B.T.DESIGN&BUILD,LLC j.,..1� R�y� INE HOME COWS UCV 04 SC6 W AN eOmma ��LJ AM BARN,STAB LE 1 Cover Letter DI I Attn: Robert WKechnie, Town of Barnstable Building Dept Included in this fax is: 1. An approved letter regarding the Quick Mount PVflashing attachments (with UniRac racking)total Lag pull-out capacity by a MA registered engineer. 2. A letter of Code-Compliance by a MA registered engineer that the UniRac Solarmbunt racking hardware is accurate and appropriate for use in wind pressure and snow load areas that do not exceed 50 psf without additional confirmation from UniRac. Also, the Solarmount Technical Data sheet that I included with the building permit does specify pull-out valueluplift under the heading of Tension, Y+ for each of the hardware features. If you have any other questions or need additional information please call 508-596-7992 and I would be happy to help. Have a great weekend. Cheers; Daniel Turpin B.T.Design&Mild,LLC. 243 Wapping Road Pbrtsmouth N 02871 Bay Phane Number:401-575-6378;Email:bee0ebuider@gmaO.com License Number.MA#CS-105050/RE#7640 i ECLIPSE ENGINEERING INC. Date: January 14,2011 To: Quick Mount PV® RE: Struaural Engineering Review of Quick Mount PV®5116"Composition Mountfor use with the Unirac, Inc. SolarMountr"Code-Compliant Installation Manual To Whom It May Concern: We have completed the review of the Quick Mount PV®5115'Composition Mount for use with the Unirac,Inc. SolarMount"m Code-Compliant Installation Manual. This review was based on the following provided reference data 1. Applied Materials&Engineering,Quick Mount PV Load Testing(without L-br3ckeq-Project Number 1OW3G: October 28,2008. 2 Applied Materials&Engineering.Quick Mount PV Load Testing(with 1_-bracket).Project Number 108443C: May 22,2009. 3. ICC Evaluation Service. Quick Mount PV Roof Mounts. ESR-21335:April 1,2010. 4. Unirac,Inc.SolarMounfTM Code-Compliant installation Manual. Pub.101027-tcc:Oclober2010. Based on the engineering comparison between the tested data in the ICC Evaluation Report and the values provided in Table 12: Lag pull-out capacities; Eclipse Engineering, Inc. has found that the Quick Mount PV(D 5116"Composition Mount (vAh or without L bracket)may be used directly with this table. Total calculated lag screw pull-out values for use in lieu of Table 12 are listed below. Additional load duration factors may NOT be applied. Replacement for Table 12:Calculated lag screw pullout capacities of the Quick Mount PVG 5/16'Corn osition Mount Specific Total Lag Gravity pull-out.capacity Douglas Fir,Larch 050 911 lb-* Doug las Fir,South 0.46 6391b. Engetmann Sp=Lodgepole Pins SR 1650 t&h' 0.46 639 m. Hem,Fir,Redwood close rain 0.43 576 Ib. Hem,Fir North 0.46 636 lb. Southern Pine 065 835 lb. SPMMr Pine,Fir 0.42 557 lb. Spruce,Pine,Flr(E ar 2 million psi and higher grades of MSR and MEL) 1 0.50 811 Ih.° •Not-Veto Is rop'~m pubished evaWOm repal dow. Please call with any questions. ti Sincerely, T � Gretchen Iman, P.E Project Manager 229 EAST FRONT,MIS50ULA.MT 59802 PHDIVE:(406)721-5733 FAX:(406)721-4988 VVWW.ECLIP5E-ENGI NEERING.COM James A.Marx,Jr_P.E. 10 High Mountain Road Ringwood,NJ 07456 E-mail:jamlight@verizon.net October 14,2011 Unirac, Inc. 1411 Broadway Blvd.NE Albuquerque,NM 87102 To: Building Department or Others: RE: Engineer's Notice of Evaluation for UniRac SolarMountTM Universal PV Module Mounting System for application to One and Two Family Dwellings in Massachusetts Dear Sir: I have reviewed Unirac SolarMountrm"Code-Compliant Installation Manual 227, and certify that the information and results are accurate..To determine the design level forces, the appropriate wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the Eighth Ed.of the 790 CMR Massachusetts State Building Code(One and Tvvo Family Dwelling) & Massachusetts Amendments (2011)requirements where the Massachusetts Amendments contains replacement Table R3011 for wind speeds and ground snow. The 780 CMR requires that wind loading be determined based upon International Building Code-2009 or International Residential Code-2009-and ASCE 7-05. Unirac's Manual 227 utilizes ASCE 7-05 for which Unirac Table 2 is based upon,and that is dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMounntTM rails supporting solar panels. The SolarMountTm railing and anchorage requirements for the installation are properly represented in the Installation Manual 227. For other conditions,the determination of wind pressures should be determined by the aforementioned International Building Code 2009 and ASCE 7-05 procedures. The International Building Code requires that wind loading be determined based upon ASCE 7-05 Simplified Method 1 or ASCE 7-05 using Method 2,that which is dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions.for determining the applied wind loading pressures imposed onto the Unirac SolarMountTM rails supporting solar panels. James A.Marx,Jr. P-E_ Page 2 of 2 The design verification is based on: I. ASCE7-05—ASCE Standard II. "Steel Construction Manual," 13th Ed.,American Institute of Steel Construction,Chicago,IL,2005. III. "Aluminum Design Manual",The Aluminum Association,Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr.Walter Gerstle, PE,Department of Civil Engineering,University of New Mexico,Albuquerque,NM Use: Unirac SolarMounfrm is evaluated for use in locations where wind pressure requirements do not exceed 50 psf or snow load conditions do not exceed 50 psf ground snow loads. For loading in excess of either of the above stated conditions,Unirac,Inc. should be contacted for suitability of installation. By this letter,I certify that the Unirac SolarMountTm assembly,when installed in accordance with the Installation Manual 227 will meet the requirements of the building codes adopted by Massachusetts. Others should evaluate the structure to which the Unirac SolarMountTM system is to be connected on a case-by-case basis,per Part I— Installer's Responsibilities of the Installation Manual,to ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. Sincerely; .James:A.Marx,Jr. .--Px0osi6a1 Engineer MA License Number 36365 cc:James Madrid,Unirac r Office of Consumer Affairs & Business Regulation - Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) . Consumer Affairs and Business Regulation y„r Home Consumer Home Improvement Contracting HIC Registration Complaints s Registration# 177012 Home Improvement Contractor Registrant B.T. DESIGN & BUILD LLC. Registration Home Page Name BRIAN FISKE Address 243 WAPPING RD City, State Zip PORTSMOUTH, RI 02871 Expiration Date 10/21/2015 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search http://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=78931 1/24/2014 �J.. °•mow TOWN- OF BARNSTABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING rua te39• �� HYANNIS. MASS. 02601 i MEMO TO: Town Clerk FROM. Building Department DATE: 810 An Occupancy Permit has //been/iisssued for the building authorized by Building Permit $ .. L! /_�� ....................... �/ ................_........ ............._........�.......�............ „ issued to . /l�. ��`%l_ Please release the performance bond. I .�:ta�„£1�+iK++"'wa 6;ys7K.it'�n°.±'"i'�E?i`.fi�[y�3.}',"`•'�Ti� .IaL�"s�'J�%T?b'.;�]A,�,{'F:n rv�.;a�Tiy�paC`Jyfi�.:M•o°°fa�% TOWN OF BARNSTABLE, MASSACHUSfTTS �7(G 622.7 BUILDING P j k M1 A-109-013.003 = September 18 91 William Cericola 'DATE '@ V U 34574 APPLICANT ADDRESS Lorena �E ejgOLl l (NO.) (STREET) ICONTR'S LICENSE I PERMIT TO Build dw(TYPE OF igIMPROVEMENT) ( NO. STORY Single family dwelling NUMBER OF UNITS 1 +` (PROPOSED USE) AT (LOCATION) lot #23 35 Northwinds Lane, West Barnstable ZONING RF (NO.) (STREET) DISTRICT BETWEEN (CROSS STREET) AND (CROSS STREET) SUBDIVISION LOT BLOCK LOT ' SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCT TO TYPE � USE GROUP BASEMENT WALLS OR FOUNDATION REMARKS: Sewage #91-379 I7v: 1 AREA OR 1480 s �.. BOND VOLUME Q. ft. 901000 FEE tc.?111a.50 (CUBIC/SOUARE FEET) ESTIMATED COST .�" OWNER William & 'Joseph Cericola ADDRESS 27 Lda Road, .West Yarmouth, MA BUILDING DEPT, I 7 ) �.. Jri f j ; n � THIS 'PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE < PROVED BY THE JURISDICTION. .STREET OR ALLEY GRADES AS WELL AS' DEPTH AND LOCATION OR�PUBLIC SEWERS MAY BE OBTAIN FROM-THE DEPARTMtNT OF PUBLIC WORKS. THE ISSUANCE OF THIS�PERMIT DOES NOT RELEASE THE JPPLICANT FROM THE CONDITIO OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. .MINIMUM OF THREE CALL !INS�EC TIONS REQUIRED FOR -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELEC R ARE PLUMBING FOR I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE` OF OCCUPANCY IS RE- MECHANICAL INSTALS PLUMBING ATIONS.O 2. PRIOR TO COVERING STRUCTURAL OUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL -MEMBERS(REAOY TO LATH). 3. FIINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE.OCCUPANCY. POST. THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPRO ALS PLUMBING INSPECTION APPROVALS OELCAL INSPECTION ROVALS IR 2T'1 n 4l PIS 2� I HEATING INSPECTION APPROVALS ENGI EERIN EP RTME 9 �q s -�a I 2 pp,,\ Z7_ S 2 A F HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECom-E.NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED-wI INSPECTIONS INDICATED ON THIS CARD 6N CONSTRUCTION. IX PERMIT IS ISSUED AS NOTED IABOVE MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITT, NOTIFICATION. Application to �NO�S�P0P�1M �g Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: [ 'New Building ❑ Addition ❑ Alteration Indicate type of building: [ House ©'Garage ❑ Commercial ❑ Other. 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE 120 _ 2� /9l9/q ADDRESS OF PROPOSED WORK�3 iu. 'P'VST�1f�tASSESSORS MAP NO. / o/ OWNER w111114 CeRfCO�i9 ASSESSORS LOT NO. �3 ` HOME ADDRESS .27 h0/c'e�r/.4 vl ,� w•//4 1�'�(DU/�// �N TEL. NO. S4� 77/ FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street orway. (Attach additional sheet-if necessary). 7 3 Alal \ e /?ecodD, t7'v,y,�? �, i¢ j/, 1(,6CX,4e1 t/ r ghee/ ?al /F, �C O,- �ell /�� 78 s, (��i�0;� 3�� /S�y�9l�i(//-p, May . o 26 0/ AGENT OR CONTRACTOR 0//1/1 ,/q Lelplr61 TEL. NO. 771-141(17 ADDRESS 2 /��Pc��/i9. �,� C(). y,4/t ge) rJ-1 ff4 O2673 DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). Signed OJ ner-Contractor-Agent Space below line for Committee use. Received by H.D.C. Dag E C E I V E D The Certific is hereby a o v a ate JUL 2 iyyj >� -�.1� .� Time' Approved IMP.1RTANT: If Certificate is approved, approval is subject to the 10 day appeal period \ provided in the Act. ° Disapproved ❑ If Form "A-l" Lo OLD KING'S HIGHWAY HISTORIC DISTRICT Spec Sheet Foundation Type COal('�('P/C� Siding Type &a1VL_ Chimney Type 4/R/c,c U' 0�rlo e Color -Roof Material � Color �Pd/d,(y-!/i'�6W/` Pitch /2 / DPOiv �1 �of2f'/�•e // 7 x � �s'-E ` ' Windows 04)1 ' zar-10- Size Trim .Color Doors ��f dGSS Pd i�{/l/P/ 3 O X 6 Color %e owe Shutters Y 1 Gutters. 141 ax�,lNy'e-T 7eeR4 71elille Deck JVol Garage Doors f� X Ge�00 LJ Color -94AYe if-S TRI44 �1 ,a Q _ E �sv Lf 1 out completely, including measurements and materials/colors to be used. -Three copies of this form are required for submittal of an application, mWong with three copies .each of the plot plan, landscape plan and elevation ,UL 2 j plans, when applicable. 'P1 plan need not be "Certified", but should show all structures on the lot OT, VANG'S HIG�cale�. I 129.49 9� Q r LOT Z3 r�r�s O i.03 t.,&,ru N r Ol N 1 3 o-rZZ o "!o N CD "! N r \ OP Fes'' / In 1+ m V 236.9i JOB # 90-422 CERTIFIED PLOT PLAN PREPARED FOR: LOCATION: LOT 23 NORTH WINDS LANE BARNSTABLE SCALE: 1 °=50 ' DATE: 09/17/91 REFERENCE: P 462 PG 31 BILL CERICOLA I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND'AS SHOWN HEREON. ``A 0 f M4s I JOHN McELWEE H down cape engineering, inc . N0.33602 CIVIL ENGINEERS LAND SURVEYORS ip SEpT �7�9� '0 ROUTE 6A YARMOUTH MA DATE PEG. L UPVEYOP - COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF 1010 COMMONWEALTH AVE. MASSACHUSETTS BOSTON, MASS.02215 . ENCLOSE CHECK OR MONEY ORDER LICENSE EXPIRATION DATE CONSTR. SUPERVISOR I FOR REQUIRED FEE, 06/30/1 993 MADE PAYABLE TO RESTRICTIONS 5 EFFECTIVE DATE LIC-NO. NONE s 06/30/1 991 011276 "COMMISSIONER OF PUBLIC SAFETY' mWILLIAM A CERICOLA (DO NOTStND`CASH). 27 LORENA RD I SS a 012-18-5183 W YARMOUTH MA 02673 PEASE NOTE' FEE ;INCREASE PHOTO(BLASTING OPR ONLY) FEE: 100.00 E FECTQ--V,:4FE -) 1 „�1,989 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY CT-HEIGHT: HEIGHT: STAMPED -OR -SIGNATURE OF THE COMMISSIONER ` O t ' DOB: x { 10/25/1921 D NOT DETACH LICENSE; STU THIS DOCUMENT MUST BE SIGN NAME IN FULL-ABOVE SIGNATURE LINE CARRIED ON THE PERSON OF i SIGNATURE OF LICENSEE THE HOLDER WHEN ENGAG- p���,,�1��� • OTHEfts RIf.1IT T/f( ^pplfjT ED IN THIS OCCUPATION. ,(//J{A/./A ^1' I/►.IKILONER . OOM-2-87-8 T 429 ,. � TOWN OF BARNSTABLE Permit No. .,345.74...... BUILDING DEPARTMENT t ""'� f TOWN OFFICE BUILDING Cash 7 ■,639• . VAI HYANNIS.MASS.02601 Bond ..... ......... CERTIFICATE OF USE AND OCCUPANCY Issued to William & Joseph Cericola Address Lot #23 , 35 Northwinds Lane .71 West Barnstable, MA 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. .. .... .June.. .... . ...... 19......9.2...... ........... ......... BUilding�inspector I w T E M P O R A R Y + TOWN OF BARNSTABLE 34574 Permit No. . BUILDING DEPARTMENT a 1 ,.Un ................ .... I TOWN OFFICE BUILDING Cash 6)9• V Q e.►+� HYANNIS,MASS.02601 Bond ......A.......... CERTIFICATE OF USE AND OCCUPANCY i Issued to William & Josepi Cericola Address LOt #2 3, 35 Northwinds Lane . West Barnstable, Mass. 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. April 3, 92 - 19.....:........... t Building Inspector r . 1 i' T E M P O R A R Y i -rut No wt TOWN OF BARNSTABLE 34574 � . .... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash 7 .ML ,670• V HYANNIS.MASS.02601 Bond L. CERTIFICATE OF USE AND OCCUPANCY Issued to William & Josep� Cerieola I Address Lot #23, 35 Northwinds Lane West Barnstable, Mass. USE GROUP 0 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. April 3, 92 .......p................... 19................. ..........-......... Building Inspector I I N� Qoo (Z.crl v U -q �Assesso5�office(1st Floor): I /� O/3_ SaEPTIC SYSTEM MU THE �m Assesso,',map and lot number !/ �� n1 .�T BE Board of Health(3rd floor): , INSTALLED IN COMPLIANC �Q e C� r • u� w Sewage Permit number / �'� •r„n T �rJ Engineering Department(3rd floor): ;ENVIRONMENTAL CODE AN I.' -A-& t E �J ,1 . o rus House number N �q 'OWN F't,EGULATIONS °�ie79 a���° Definitive Plan Approved by Planning Board u P Pc A r��1,9 —� c rrr X APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only M 8er TOWN OF - BARNST 7SPECT ° a ` p '�o�BUILDINGO n c t C,o�_7,j.S ion APPLICATION FOR PERMIT TO w / U P`C JJ � /� TYPE OF CONSTRUCTION /�DO 4 J "AM A Ala 19a/ � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location i . /�S Gf�, �A RNS' P/� �v 3 /U�iP `!u/i rS J— VA;'- Proposed Use v 11y�9 � YAM V Zoning District I ► I Fire District T Name of OwnerW/ � q E/iIMAIA k-Ok 'U6S'�`�'� � l_ dCdressZsA2 �t/ 1,e1 yi9�ME1�/T dd _ Name of Builder Address Name of Architect Address Number of Rooms nP Foundation Y- X L. Exterior � /r Roofing ��P zq r Floors /T �+ 0� ��j�7� — Interior Heating U` Plumbing � T7� Fireplace lJ! Approximate Cost �Q7� ✓- 15-27 Area Diagram of Lot and Building with Dimensions Fee f I- C) Q . • � y fw V_ • 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 � Construction Supervisor's License ����2-76 , CERICOLA, WILLIAM & JOSEFH N -,, 3457 'rermitFor 12 Story -mingle F m; 1 V pwrllinr� -Location Lot #23 , 35 Nnrthw; nas Lane West Barnstable I i Owner 'William & Joseph rpr; rni a _ Type of Construction Frame Plot Lot o Permit Granted September 18 , '19 91 Date of Inspection 19 a a03 %ed,-, 19 >. MWof IMI- e cs l a 14 I i_.{{ . I ill ICE]:,...' L J + La a Q. La I . i 0 - v � pq, J I � ,1 i vl = I i a a s I_ .L L l ' I i f F F- �1 w J 'Ji Q z v lu + a EPT—F], j W; J. i Q i Er 1 . fir`"� nt It r . ' � I I r - l_It_ ! 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I •:��• p Q x ttr L� 1 .. 61 i TOWN OF BARNSTABLE Permit No. . 345.7.4...... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash Yl HYANNIS.MASS.02601 Bond .....X......... CERTIFICATE OF USE AND OCCUPANCY Issued to William & Joseph Cericola Address Lot; 123 . 35 Northw nos I•a..nc k7P # Barnstsbl_n, MA 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. Building4nspector