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HomeMy WebLinkAbout0595 OLD POST ROAD -' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map v Parcel Application # Health Division Date Issued Conservation Division Application F' C Planning Dept. Permit Fee 5t ) , Date Definitive Plan Approved by Planning Board `¢ Historic - OKH _ Preservation / Hyannis Project StreetI Address � � �`� 40577 Re-ad VillageAY � Owner OLd Aos-1- 1�0&-49( LL.C-1 Address 3/0 CjAlb�r iYl�9- LIal46 Telephone c� -fZc, t�� /)�Zl x c� 7�.� IV /JO Permit Request ^�/�51' `�� I 7Sa� `/ hve� �` C' �G ealm,5 do whom as s� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ��7 Construction Type Al t Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure ?A Historic House: ❑Yes ❑ No 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 new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other —4 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing w Q a coal st : C des ❑No cn Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:A existing _J he9,.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 # r- Current Use Proposed Use APPLICANT INFORMATION �((BB�UILDER OR HOMEOWNER) - � � A"�Jt� Telephone Number/ A ✓� Name p v� � Address License# ,Z&r /* ��/� ® Home Improvement Contractor# Worker's Compensation # �Iqd V �d(00�'U� I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _/04/17 ��'&MJrItge-E 7X4&)CX;k Y5tC1&1?y SIGNATURE zt F FOR OFFICIAL USE ONLY APPLICATION# w DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ^ t DATE OF INSPECTION: _ 4 FOUNDATION FRAME INSULATION FIREPLACE 4 S ELECTRICAL: ROUGH FINAL `r • PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING 3 9 , DATE CLOSED OUT ASSOCIATION PLAN NO. ��- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name(Business/Organization/Individual): . ��� �,4'0y. v�l ig 2C 1 ✓, (��Q( C�11� Address: 11 0i4I--;� Lkwi-EF1 City/State/Zip: Qy-26 C.LL- . Y A Phone.#: Are you an employer?Check the appropriate box: Type of projecf(required):, 1. I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑.New construction. 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet- 7. ❑Remodeling ship and have no employees These sub-contractors have g• ElDemolition ' working for me in employees any capacity: and have workers $ . 9. Building addition [No workers' comp.insurance. comp.insurance. 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 11.Q 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.VI Other _�O I-kA— 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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 statemerit may be forwarded to the Office.of Investigations of the DIA for insurance coverage verification. I do hereby ce er the pains•and penalties of pe jury that the information provided above is true and correct. P1 ' . Snature: Date. Phone#: S� �9l 2- ;`(SS Z 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#: 7/27 /2012 1 : 59 : 16 PM 8975 0 02/02 (N1M/DD/YYY) CERTIFICATE OF LIABILITY INSURANCE DATE 07/27/2012 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 INSVRER(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 Leonard Insurance Agency Inc NAME PHONE FAY 683 Main Street Suite B (A/`• "°• E"t'' Osterville, MA 02655 ADDRESS: PRODUCER 1 CUSTOMER IVIL IMSURED(S) AFFORDING COVERAGE `-URIC N INSURED INSURER A: A.I.M. Mutual Insurance Co. 33758 Clean Energy Design LLC INSURER B: P O Box 1954 INSURER C: North Falmouth, MA 02556 INSURER D: INSURER E: . - INSURER F: - COVERAGES CERTIFICATE NUMBER: ' 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 AFFORDrD 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. - IOeC POLICY NUMBER POLICY EFF POLICY EXP LIMITSLt[ TYPE OF INSURANCE OmNDmrrr, (muNn/rrw) _ - GENERAL LIABILITY - EACH OCCURANCE - - S ❑COMMERCIAL GENERAL.LIABILITY - DAMAGE TO RENTED S ❑❑CLAIMS MADE ❑OCCUR - - _ -PREHISES(E...Ocussence) ❑ - - NED En ((Any PERSONAL 6 ADV INJURY S ❑ - - GEB'L AGGREGATE LTMIT APPLIES ER: - � ' GENERAL AGGREGATE B POLICY PROJECT MLOC PRODUCTS- COMP/OP ANN $ S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT [—I—AUTO - - (ee eecident) 8 BODILY INJURY (per person) -S ❑ALL OWNED AUTOS . ❑SCHEDULED AUTOS BODILY INJURY(per omident)- S _ PROPERTY DAMAGE .HIRED AUTOS - (pet eecident) S , ❑NOB-OWNED AUTOSEl .. _ S S ❑UMBRELLA LIAR ❑ OCCUR EACH OCCURRENCE S 0EYCESS LIAB CLAIMS MADE AGGREGATE S F-IDBDUCTIBLE S EIRBTENTIOR WORKERS COMPENSATION. _ ® ST°°'v- OTN- AND EMPLOYEES LIABILITY roar Lr�rs. .ER THE PROPRIETOR/PARTNERS/ EXECUTIVE OFFICERS ARE E.L. eacH Accrpear 50DfOD0 g A 1 ❑ incl ® 2Xcl 5O14140O12 O11 E.L. DISEASE -POLICY LIMIT S 500,000 12/21/2011 12/21/201/2 E.L. DISEASE -EA EMPLOYEE S 500,000 COMMENTS DESCRIPTION OF OPERATIONS OR LOCATIONS; - ALL MEMBERS ARE EXCLUDED FROM THE WORKERS'COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE - EXPIRATION DATE .THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE 200 MAIN ST POLICY PROVISIONS. HYANNIS MA 02601 - AUTHORIZED REPRESENTATIVE --�\ 1327 r October 26,2012 \ l , Mr.Tom Wineman N�Zt E Clean Energy Design � g ENGINEERING P.O. Box 1954 CONSULTANTS N. Falmouth, MA 02556 smaural•-civil•environmental RE: Structural Review of As-Built Solar Panel Array Installation, 595 Old Post Road, Cotuit Dear Mr.Wineman, McKenzie Engineer Consultants,Inc has completed review and analysis of the roof systems for the as-built installation of a solar panel arrays for the house located at 595 Old Post Road in 0 Cotuit. We completed analysis of the solar panel system for gravity loads and wind uplift loads based on the layout information provided by your office. We used ASCE 7-05 to derive the wind uplift pressures and the snow loads on the proposed solar panels using the current code wind speed of 110 mph in Exposure C. We used the Unirac analysis software with various connection spacings to determine the maximum design uplift and down pressure on each connector. We reviewed the photovoltaic systems using the as-built connection conditions as shown on the plan. The maximum derived uplift on a connector was determined to be 303 pounds. Using 5/16"x4 1/2" lag screws,the allowable uplift is 474 pounds and are therefore adequate to resist the design uplift. The.joists consist of 2x12 spaced 16"on center. The maximum derived downforce for the connectors is 449 pounds. The analysis of the loads on the 2xl2 rafters indicates the roof rafters are adequate to support the design downforce. We also reviewed the solar hot water system using the as-built connection conditions as shown on the plan.. The maximum derived uplift on a connector was determined to be 337 pounds. Using the same 5/16"x4 1/2" lag screws,the allowable uplift is 474 pounds and are therefore adequate to resist the design uplift. The joists consist of 2x8 spaced 16"on center. The maximum derived downforce for the connectors is 500 pounds. The analysis indicates the roof rafters are adequate to support the design downforce. If there are any questions on this matter, feel free to cont At z any time. Sincerely, MARK I N 'c, per• P s.,MCK ' f' Consultants,Inc. Atch: Panel Layout Plans 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com I Office of Consumer Affairs and usiness Regulation r 10 Park Plaza- Suite 5170 A Boston,.Massachusetts 02116 Home Improvement Contractor Registration Registration: 149094 Type: DBA Expiration: 11/22/2013 Tr# 219407 . CLEAN ENERGY DESIGN f - 8 THOMAS WINEMAN 11 OAK LANE OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. - t Q Address Renewal Employment Lost Card 'S-CA1 0 50M-04/04-G101216 License or registration valid for individul use only Office of Consumer Affairs&B mess Regulation HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: T Office of Consumer Affairs and Business Regulation Registration 149094 Type: Expiration 11122/2013 DBA. 10 Park Plaza-Suite 51.70 Boston,MA 02116 CL ENERGY DESIGN 1 THOMAS WINEMANt c 11 OAK LANE OSTERVILLE,MA 02655 Undersecretary Not valid without"signature : . - 4 DIME ro Town of Barnstable ti ` Regulatory Services BARNSPABLE, v MASS. $ Thomas F. Geiler,Director 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 as Owner of the subject Pro' e �'P hereb authorize ` y C ��, 1 `ts� �--� to act on my behalf, in all matters relative to work authorized by this building permit application for: 5 O 1d 4- 22> �-yc-t- (Address of Job) ate- `7 Pi / z- Signature of Owner ate SA'leA- M4D Ly- &l E-kUIK _ Print Name If PropejU Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:OWNERPERMISSION Town of Barnstable. Op THE Tp� , Regulatory Services Thomas F. Geiler,Director 94, MASS.9. Building Division ATEp �A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-190-6230 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 l 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 super-Viso r. 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 intended 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. HOMEOWNER'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&Regulations for Licensing Construction Supervisors,Section 2.,15) 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. ... Q:\WPFILES\FORMS\homeexempt.DOC I S U N POWE R, 225 SOL4R PANEL EXCEPTIONAL EFFICIENCY AND PERFORMANCE f E § HighestEfficrenry •-,r-x SunPower?"" Solar Panels are the most ,' efficient photovoltaicrpanels on the "Mar et today i -: , 4. AWachve Design i - Uni ue,desi n`cornbmesshi h;effictenc'' f cl g g Y3 t and a sleek, black appearance to blend elegantly with the`roof F t More Power r . _ V Vs k Our panels produce more power m the same amount y ofae—up o5u/ ' s y more than conventional designs andr 100% mate than thm fi lm solar panels j C c r a ' b _'._ ,fir M a X x Reliable and Robust Design 3 : 'The SunPoweem 225 Solar Panel provides a revolutionar combination Proven matena{s, tempered front glass,` f P Y A , and a stu rdanodized frame allow z rx ` S ' ' ' yf, of high efficiency and attractive,sleek appearance.Utilizing 72 back panel to operate reliablmy multiple `, { contact solar cells and o'black backsheet, the SunPower,225 blends, .E rnountmg configurations ` elegantly with the roof and delivers a total panel conversion efficiency ;Y• j t �f of 18°1%.The panel's reduced voltage-temperature coefficient andgo t yy' _ exceptional low-light performance attributes provide outstanding energy ' r delivery per peak power watt. 3 c r �;u d.. •-.nc.�-`'.--'"'_s..•c«. .—+„� cam- �,'' �,,,z-.,rry.•, v. �... - .. SunPower's High Efficiency Advantage-Up to Twice the Power , k 77777 a ^^ Thin Film Conventional SunPower , 7717 Peak Watts/Panel 65 1;70225 x. Efficiency 9 0% 13 0% 18.1%` f x Peak Watts//{t2(m=) 8 f90) x 72( 31 0) g� 17(181) y a?„t i �.xs...,�.` >....xm;.n>.a..k ..av"uw'i' T ; 4,w.:�'. .•. ...a - ^x � V •SunPower designs, manufactures and delivers high-performance .i solar,electric technology worldwide. Our high-efficiency solar cells generate up to 50%,more power than conventional solar cells. l ffN a$ ! �,. Our high-performance solar panels, roof tiles`and trackers deliver w significantly more energy than competing systems. g kxSPR225 BLIC U .. 4C us • ,' N 7 225 • A . PANEL S U N F,0-,,-!W E R;" EXCEPTIONAL EFFICIENCY D PERFORMANCE �� Y Y Electncal:Data � •` t , i V Curve , i � � Memwad�atssnd,ai Tesr Coss�nass lSiC)�rradanae of l000W/�Nd15 and«I remprmMe 25°C i k Peak Power(+/-5%) Pmax 225 W ! 7,0 s i Rated Voltage Vmpp 41.0 V s 6 0 . __ �._. 1000 W/m1 Rated Current Impp 5.49 A 5,0 - 800 W/ Open Current Voltage Voc 48.5 V C 4,0 rr� f Short Circuit Current 1� 5.87A y yr 3,0w/ _ __ T —--. .-_ 1 1 Maximum System Voltage UL 600 V 2,0 i 200 .: Temperature Coefficients _ I, , .... W/n� -..._._ F ....... ._. _._. _. --.-. z010 Power-4 -- -L 38%/K- -- 0 10 20 30 40 50 60 a 6 Voltage[Voc) 132 5mV/K i Vol"(1/} z Current(lu) 3 SmA/K Current/voltage characteristics with dependence on irradiance and module temperature NOCT 46 C+/2 C Condthons Series Fuse Rating 20 A a� T 40a F t 85a F(40o C BY C) �g Temperature o+1 to+ d Mechanical Data �' �. 113 � ' • 3 r�� Max load ' psf 550kg/m2(5400 Pa)front-e.g.snow; } Solar Cells 72 SunPower alGback'contact monocrystalhne r t 50 psf 245kg/m (2400 Pa)front and back e.g.wind __........... _____, Front Glass High transmission tempered glass t Impact Resistance Hall 1 in(25 min)at 52mph(23 m/s} s Junction Box IP-65 rated with 3 bypass diodes Dimensions:32 x 155 x 128f{min} Warranties and Certifications', } Output Cables 1000mm length cables/MultiContact(MC4)connectors ; Warranties 25 year limited power warranty _.____ —---------__ y Frame Anodized aluminum alloy type 6063(black) ' 10 year limited product warranty Weight 33.1 Ibs (15.0 kg) Certifications Tested to UL 17031.Class C Fire Rating 15, f Dtmenstonsz 2X 120 ddb �t F (47.24 1 a s y INM _ n 2.Y , ('rCr} i ` - 12 c56 6_ 4Y 1;0 (261 . ` 17,071 e t 2X 30 2Y, 577 U, V.2 r 4X 231 (1 191 [22.70I � (.171 ,091 � � � x 2X 11.0 1 8 } 18 6X 754 E . (3i.42J t 214 04,2 (29.691 r :# y y At' f & F 1569 ` 46 f 14X s 322' 2X 916 2X 199.6 1' [6I 39[ —' d'_I (1.t11 -a`I•t'e [12(a,') �- ";�.#a ! _ 4X 12 2X !sus Gourd^9 Hales [.47l �i t,.[0.451 U SY ' << CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT: y Visit sunpowercorp.-com for details .f _ F }� r'z' SUNPOWER and 16 SUNPOWER logo we trade-6 or registered trademarks of Sunl`+ Corporation a sunpowercorp.com il ®2009 March SunPcwer Corp—mion.All difts reserved.Specifkations included in this dmashem are subiDcl to change whhout notice. - Document p001d2186 Rev8/LTR EN i3 } n #10 SELF DRILLING SCREW ° � ,SUNFRAME. CAP STRIP PV MODULE ' 3/8-16 X 3/4" SUNFRAME HEX.BOLT END CAP , 3/8-1& FLANGE NUT " 9 • r -FOOT - , . #q. X 1/2- SELF TAPPING SCREW 3" STANDOFF, SUNFRAME RAIL 00 00um., RA' OO - Installation Detail ©2008 UNIRAC, INC. 1411 ,BROADWAY BLVD•NE , SunFrame ALBUQUERQUE, NM, 87102 USA 'L-Foot: PHONE 505.242.6411 UNIRAC.COM Standoff Connection URASSY-0005 S:\Au,oCad Detail Libra ry\CAD\URASSY-0005_L-Fa,:t-SunFrame-C.aps trip-End Cap' dwg;.8j22/20 8 10:02:03 AN { Unirac Technical Datasheets : O"U■ V IR C A HILTI GROUP COMPANY 2-Piece Standoff Technical DatasheetF Pub 101026-1td V1.0 October 2010 2-Piece Aluminum Standoffs . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2-Piece Aluminum Standoff with SolarMount=l 1-flange connection . . . . . . . . . . . . . . . . . . . . 2 2-Piece Aluminum Standoff with.L-foot connection. . . . . . . ..... . . . . . . . . . . . . . . . . . . . 2 Standoffs i 2-Piece Aluminum Standoffs Part No.310503,310504,310506,310507, 310553,310554, 310556,310557, 310603, 310604, 310606,310607, 310653,310664, 310656,310657 Standoff and Base Material: ` • One of the following extruded aluminum alloys,6005-T5, 6105-T5,6061-T6 <, Ultimate tensile:38 ksi;Yeild:35 ksi _ Y - Clear or Dark anodized �Z Weight: tr X • 3*Standoff as shown):0.522 pounds 237 Add 0.086 pounds per inch(39 g/inch) Allowable and design loads are valid for a Unirac 2-piece aluminum standoff Attach with zinc plated carbon steel or stainless steel fasteners 3 PAIN —1.66 Resistance and safety factors are determined according to Part 1A section 9 of T'MAX 0,31 '° ; the 2005 Aluminum Design Manual NOTE: Loads are given for the standoff only.~Check load limits for lag screw or other attachment method. f+—3,75— 4 00.36 Average 1� x Ultimate Allowable Safety Design Resistance Z.50 €3- Q I Applied Load Load Load Factor, Load Factor, ` Direction . Ibs(N) Ibs(N) W Ibs(N) F 2.75—a� ` Tension/ , I Compression, 3266 1089 3.00 1633(7264) 0.500 Dimensions specified in inches unless noted yf -(14528) (4844) C)Z Bending, 559 ft Ibs 250 ft Ibs . , 378 ft Ibs Applied (758 Nm) (339 Nm)- 2.24{ (512 Nm) 0.676 Moment* *Example:If the module is mounted 6 (0,5 ft)from the base of the standoff, ` the allowable side load is 250 ft*Ibs/0.5 ft=500 Ibs { - • t a Delivering TechnicalUnirac D. - - ii°UNIRAC _ A HILTI GROUP COMPANY 2-Piece Aluminum Standoff with SolarMount-1 1-flange connection ' Part No. 05013C,05014C,05016C,05017C " Reference the SolarMount-I series datasheet for 1-flange connection Y specifications. For the 1-flange connection to standoff- j • Use included 1 1/4"EPDM washer between the 1-flange Y connection and standoff • Assemble with included 300 series stainless steel'/"-16 flanged Z` hex head screw g,r: X. _� ' Use anti-seize and tighten to 30 ft-Ibs of torque Allowable and design loads are valid when components are assembled according to authorized Unirac documents. '1-Flange connections are compatible with SolarMount-I series beams. Resistance factors and allowable loads are determined according to part 1A . section 9 of the 2005 Aluminum Design Manual NOTE: Loads are for the connection and standoff only. Check load limits for the lag screw or other attachment method., Average Allowable 'Safety Design Resistance Ultimate Load Factor, Loads Factor, Applied Load Direction Ibs N ' Ibs N FS Ibs N Tension Y+ 1415 6294 635 2825 2.23 960 4270 0.679 'Compression,Y--_ ' 1949(8670) 873(3883) i 2.23 1320(5872) 0.677. Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Transverse,X+,uphill 42(187) 20(89) 2.15 30(133) 0.705 559 ft Ibs !250 ft Ibs 378 ft Ibs UZ Bending;Applied Moment (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676' 2-Piece Aluminum Standoff with L-foot connection Reference the SolarMount datasheet for L-foot specifications. For the L-foot to standoff connection: , Use included 1 1/4 EPDM washer,between the L-foot and standoff Assemble with included 300 series stainless steel 9/"-16 flanged hex head screw _ Use anti-seize and tighten to 30 ft-Ibs of torque ' Y Allowable and design loads are valid when components are assembled according - �Z to authorized Unirac documents. X l-feet are compatible with SolariVlount,SolarMount Heavy Duty, and SunFrame rails. Resistance factors and allowable loads are determined according to part 1A section 9 of the 2005 Aluminum Design Manual., F NOTE: Loads are for the connection and standoff only. Check load limits for the lag screw or other attachment method. Average Allowable Safety Design Resistance Ultimate Load Factor, Loads ' Factor, Applied Load Direction Ibs(N) Ibs(N) , FS Ibs(N) m Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Compression,Y- 3258(14492) 1325(5893) . 2.46 2004(8913) 0.615 Sliding,Z±, 1766(7856) _ 755(3356) 2.34, 1141 (5077) 0.646 Transverse,X± 4 486(2162) 213(949) 2.28 323(1436) 0.664 559 ft Ibs. 250 ft Ibs 378 ft Ibs OZ Bending,Applied Moment' (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 Delivering Value through Innovation , Solarmount [Sunframe Configurator.Results Proiect Specs ," Array Information ` Name: Manufacturer: Sunpower Email: markspivey@cleanenergydesign.com Module Model: E18/225 AC Telephone: Module'Size: . 61.39"x 31.42" Proiect Location , Module Rows x 2 x 4 City, State: Cotuit, MA Cols Zip code: 02635 Number of 2 County: Barnstable Arrays t Total Modules 16 Basic ., Wind' 120 mph (User Modified) Total Kilowatts 3.6 Speed: Racking Type Sunframe Roofmount Ground - Module Snow 25 psf Orientation Portrait Load: . _ . Rail Direction E-W - Material Takeoff Part Number Part Type Description , Suggested Quantity • . 210192D Sunframe Rail' SF RAIL 192", 6' XHREADED,DRK ,. SF CAPSTRIF, 192",F 202004D Capstrips DRK -6 SF CAP SCREW, 1/4 X ' 209001D Capstrip Screws 102 1��,DRK STANDOFF 3"RAISED 004302G Steel Raised Flange. FLANGE STL 18 x FLASHING 18X18 004013C Flashing 18 OATEY 12836 AL GROUND WEEBLUG 008002S Grounding Lugs #1 -y r. 22 ,` ` r Engineering Variables - Description Variable Value Units Building Height h .15 ft Roof Angle 0 to 7 degrees Wind Exposure B Importance Factor 1 " Wind Speed V 120 mph Effective Wind Area 100 ft, Roof Zone 1 Design Wind Load Calculation r Description Variable Value Units Net Design Wind Pressure(Uplift) P„ t3o(Uplift) . . . -23.7 psf Net Design Wind Pressure PneOOo r (Downforce) (Downfo'rce) 8.3 psf Adjustment Factor for Height and 1 , Exposure Category Importance Factor I 1 Design Wind Load(Uplift) Pnet(Uplift), -23.7 psf Design Wind Load(Downforce) Pnet 8.3 psf (Downforce) Load Combinations Calculations Description Variable Dowriforce Uplift Units ' Dead Load y D 5 5 psf " Total Design Wind Load'. Pnet 10 -23.7 psf Snow Load S 25 D+0.75Pnet Total Load Combination 1 - +0.755 f 31.25 psf Total Load Combination 2 D+Pnet 15 psf Total Load Combination 3 D+S 30 psf Total Load Combination 4 0.613+Pnet -20.7 psf Max Absolute Value Load , 31.25 psf Distributed Load Calculation Description Variable Value Units Maximum Absolute Value of Load'' P' 31.25 psf Combinations Module Length Perpendicular to Rails B 5.12 ft Distributed Load(Uplift) w 105.90 plf Distributed Load(Downforce) Y w 159.87 plf' Rail Span Information 4 Description Variable Value Units Racking Attachment Type t Raised Flange.- Steel Standoff Racking Attachment s Rail preference Revised Rail Span L 4.5 ft Allowable Spans Single L Foot SF 4.5 ft Double L Foot *.SF .4.5 ft Point Load Calculations(per Code,these are based on maximum.allowable spans as shown in chart above) - Description Variable Downforce - ` ` .Uplift Units Single Sunframe Point Load Force , .°R ' 719.4 -476.5 "' lbs Point Load Calculations for your span are:. - -Rail preference . Revised Rail Span L 4.5 ft Sunframe Point Load Force R 3 719.4 -476.5 lbs This engineering report and associated bill of materials is to be evaluated to Unirac SolarMount Code Compliant Installation Manual.227.3 (Pub 110616-1cc)and SunFrame Code Compliant Installation Manual 809(Pub,110518-2cc)which references International Building Code 2003, 2006,2009 and ASCE 7-05 ASCE.7-02 and California Building Code 2010.The installation of. products related to this engineering report is subject to requirements in the above mentioned installation manual. Rev 3.2 8/25/2011. - s Solarmount / Sunframe Configur' a' tor Results Proiect Specs Array Information Name: Manufacturer: Sunpower Email: markspivey@cleanenergydesign.com Module Model: E18/225 AC Telephone: Module Size: . 61.39"x 31.42" Proiect Location Module Rows x Ix 2 - City, State: Cotuit,MA Cols Zip code: 02635 Number of 2 , Arrays County: Barnstable. Basic Total Modules 4 . ' - Kilowatts 0.9 Wind 120 mph„(U Total ser Modified) '- L Speed: ' ° Racking Type Sunframe Roofinount Ground Module r Portrait Snow 25`psf t Orientation „ Load: K Rail Direction .E-W Material Takeoff p- Part Suggested Part Type Description Number a Quantity. SF RAIL 192" THREADED, 210192D Sunfr_ame Rail DRK T 411, 202004D Capstrips SF CAPSTRIP; 192",F,.DRK , 4 k , SF CAP SCREW, 1/4 X I", - 209001D Capstrip Screws DRK 36 STANDOFF 3"RAISED 004302G Steel Raisefflange FLANGE STL 8 FLASHING 18X18 OATEY 004013C . -',Flashing ' 12836 AL 8 008002S Grounding Lugs GROUND WEEBLUG#1 8 , r n Engineering Variables Description Variable Value Units Building Height , ' h ry. 15 ft Roof Angle 0 to 7 degrees , Wind Exposure B Importance Factor. 1 ` Wind Speed V 120 mph Effective Wind Area ''20 f 2 Roof Zone + 1 Design Wind Load Calculation Description ' Variable Value Units' Net Design Wind Pressure(Uplift) P,,,,3a'(Uplift) �- _ -25.2 ` psf Net Design Wind Pressure Pno 9.9 psf (Downforce) (Downforce).. Adjustment Factor for Height and 1 Exposure Category , Importance Factor I 1 Design Wind Load(Uplift)' Pnet(Uplift) -25.2 psf. Design Wind Load(Downforce) P„ r 9.9 psf (Downforce) Load Combinations Calculations Description . , . Variable Downforce' . Uplift'' Units Dead Load D 5 . 5, psf Total Design Wind Load Pnet 10 -25.2 psf Snow Load S, 25 D+0.75Pnet Total Load Combination 1 -- 31.25 A psf +0.75S Total Load Combination 2 D+Pnet 15 psf. Total Load Combination 3 D+S. .30 psf Total Load Combination 4 0.61)+Pnet -22.2 psf 'Max Absolute Value Load 31.25 . psf Distributed Load Calculation Description Variable Value` Units Maximum Absolute Value of.Load P 31.25 psf Combinations :Module Length Perpendicular to Rails B 15.12. ft ' Distributed Load(Uplift) w .413.57 plf t , Distributed Load(Downforce) w - _ 159.87 plf Rail Span Information Description ,Variable Value Units . Racking Attachment Type �, , ' .. Raised Flange-Steel Standoff ' Racking Attachment Rail preference f ` Revised Rail Span L . 4.5 ft Allowable Spans ` Single L Foot SF 4.5 ft Double L Foot ` ' ` SF 4.5 ft Point Load'Calculations(per Code,these are.based on maximum allowable spans as shown in chart above) _ Description • Variable Downforce Uplift Units Single Sunframe Point Load Force a R 719.4 -511.1 lbs Point Load Calculations+for your span are: Rail preference :. Revised Rail Span L 4.5 ft Sunframe Point Load Force R 719.4 511.1 lbs This engineering report and associated bill of materials is to be evaluated to Unirac SolarMount, Code Compliant Installation Manual 227.3 (Pub 110616-1cc)and SunFrame Code Compliant Installation Manual 809(Pub 110518-2cc)which references International Building Code 2003, 2006,2009 and ASCE 7-05,ASCE 7-02 and California Building Code 2010.The installation of products related to this engineering report is subjectlo requirements in the above mentioned. installation manual: Rev 3.2-812512011. - ; Y Wby dmo�)Mr QBA WC4)@ft MW(M h�nmv - •AET and its predecessors are,.bascd—., -G AET is•proud to provide collectors that in the United States and have been ki F r are designed for 30+ y+ears of dependable manufacturing solar thermal a service and cared fullo year Warranty. ,a N collectors since 1975 ' , ltli The MSC=Series:collector s quick-lock AET has managers, engineers and j ,� '�"mounting hardwire is integrated into the installation experts wth:over ioo}ears �' frae;.wl fc�r easy collect®r.installatioi of combined experieriee art tie solar ' and to add to its already.attractive design: T - industry. 3 g MSC collectors are built:'nrith qualify ,�_��.. ...":. ..�.� '. • ^` ,ma's *All MSC-Series col.lecti rs feature'an`� ` components-to:`nsureA rabil it'y'and attractive Iow profile-skylight`design performance. AET's,new,energy eff kient Therm atool m our Crystal clear TM selective coating is Sol id-state weld head has reduced the, non=toxic and,:a more efficient electro'- carbon foot of rrs4hufacturingsolar plat:ing than ether costing method's used collectors by z50%: _ in the solar'industry. As 46 Ste•, . .++'�o.. `a.."e, —77 • � Pi • ..-I`..?••..^'3"Ni.�,,.^ e+.s.,,i" 7. r,s.-, ". ,,.. Y• • • r • s• w j°'�.....yr..,..-m^. 406 t F r.i r b " CI. O. DE APPROVAL Matt-SL:i'Hes C000ect®rs . . . - Mounting Hardware' mk-Series:Collectors hawe'been designed- -and CtCanstreted`to rriee>t maj®r applicable nati®rtWide.codes, including the following: � '' .\ 'RACK.MOUN r 3 Miain4 TesUng. Lab*ra 6dr Wend Load Test.{AST' E 330} File No. 8a-$54 . I Florida-Shca:r E"ergy'Cen..ter : Test: Methods acid Minimum. Standards 4 , -- : Mo . ting:Chonnel :\:. ST:ANOARD. . . for Sc�tar, Col{actors . ~-.�� ,u . °(ASH Ftf1E 5td 93�1986) - \. . \ ; MO Solar Rating and Cirrtification Corporation SRCC,Standard`:100-Tested:Methods - :< ( . Minimum•Standards for Certifying Soar• `. Mounting T- J �`' f l/ : Collectors (ASHRAE Std 93-1986) Channel Locking Nut_`. �' Bolt I* p ional Associkidii:+of Pkithbin 7 " 3/8" i/4" BOLT^ Mechanical Off Cial-(1AF'MU ,:, M �� k Uniform S64ar Energy Code (USES) Fiie No. S=,5038 . . _ Roof , .- City.and County of,'Nonplulca t y Truss Approval No.. MM'83_,18(1); ��` � elt ;' _....-.:..�.."` M --. .. ".."" - -.�+ti»rye,..r-. . ..__...c=_: �Y,.,,—�..w4MYvawr'.- ... A .r::wt•4-••`"'-- .,. . w _ 7-7 ALTERNATE ENERGY TECHNOLOGIES, LLC. Glaz,n 7 KSC.,S a rl s: Co O O ecto :' Absorber Pl4te: Low Iron ternpered..glass, Pxclus vely; vVetF1 ,eXr`l9 Siive:- sell °t+�iry5t�14C�@fie''°'ielSide: Manufactured b'y Thermafin m'Mfg., using.our '"Hi.gh-T'' tempered glass; a 100% copper absorber plate;:. Wth a total solar energy transmission the fin.and riser tube are of>90%. T molecularly,bonded by high-• f - frequency forge welding... 'CmlQector Frame.and Battens: Ty pe 6063 T6 extruded.alumrnum Absorber Coa't1ng:, T r4me•66d.battens�with architecture <... Ex "'clusively by Mfg', . N anodized bronze finis,:that a Selective'".Crystal Clear",C.oating. facilitates long:life:and strength; "' ° x cq._ 0.96 c= 0,08 .v ` I;nsulation::. _ DM, U channel `' Ga-sltet Grorrach • f Polyisocyanurate foam board° A able.EP UV dur •'Insukation Foil=faced; (ass.fiber-� _ •• � � ' ���1���f�� '� f� � � gasket with molded corners'wh!ch; F 9 .. " . ` �r.: r prate!hitG water-pe ration acid reinforced, rr id:boa"rd Thermax ., a. 1 assures Ion Iife. Extriiderl Sihcnnp, sh'eaklicng (1-1/4." in, the bed-/•3/4 ` Grommet 9 h 1-:1/8' Bore. p , r in the.sidewalls): `' -nt1ng1Har Corneir Bracket::' �Moui w+a.rre The variable"Qurck Lock" mounting: > -'� Architectural aluminum ang;ie5 . 'hardware reduces rrrounting'time ' �. 'inside With aircraft-grade pin and makes it siimpie for anyone to: grip rivets ta.ensure.high- install.AThe Quick Lock.§vste.m allows,':' - -. _ _ ._ - _ _ stability: - the�hlghest�flexibility i'n mounting and= . . °Fasteners::` ested to Wind load:conditions o_ f -• 5ij5f� Ale�r iiio,)m nvPts seri�rQ 175'm h' Mountin ossibiliti.es: Collector MSC-21 MSC-24 MSC-26 MSC-78 MSC-32 MSC-40 P 9 R. tile:backsheet...8atten;screws' include:`Pitched roof; Fiat roof;. Lerngth (in) - 8610 98.0 78 0 86.0 98,0 122.0. are 1878•SSi 10-241 x:3/8'", Ilex A ' Ground; Ba6cony;°and Facade mounting, Width {in) „ 36,0 36.0; 48.0 48.0 48.0 48.0 head screws; and black.oxide . _ Height (in) 3.125 3.125 3..125 3.125 3.125 3.125 coated.., ' Design LAfe 30 Years; Gross Area (fta) 21.5 . 24.5 26.0 28.5 32.7. 40.7 'Warranty 10.Years z Working Pressure:: iG5.FS1;. TransparentArea Cft ) 18.9 21.6 233 25.8 29.5 36.91. �Backsheet ,FI®w,R a#e:.0:5 to., GPM. ' Dry,Weight (fb) 76' R7 g 102 116 1;51 - Ty:pe 3205-H14; 0 0191,stucco embossed aluminum sheet..(bror)ze)' �(recorhmended); : • y poo riv eted to aiumiri m frame: - - r _ v� p ..r MSC-Series "Flat Plate" Solar.Thermal ! :Col lectors, manufactured in The.United States of America by Alternate Energy • :r ' z } - ,r �., Technologies'(AET), are,designed to,meet L the:need s'of any-solarsystem. Our expert: design team will assist in sizing any job to provide hot water, space heating; radiant. floor heating or industrial process heat; AET Is'_- } g , dedicated to building our MSC=Series Collectors from: ` C, S ' . the.finest materials and;with the highest standards.of `b�lC� hS1 f craftsmanship:. . ;. , . .; , III-IIIIIIIIIIII�IIIIIIII4VIIi� i�,IIIr Illllll � , : �, • ,:, , MaNEJFA:GTUF2IN:G �•, Crystal Clear'"Selective Coating TheCrystalCleaC"Solar Selective:coating is technicallya•quartzencapsulated bimetalli �c alloy. Thousandsof • nanocrystailine growtR'projections dramatically.Increase the surface area of the absorber plate'for maximum -All MSC aJ e A"'eJ' �.+®l l.e'lai.i a Fea t u. e.:... solar radiation absorption and,performaritea Crystal.Clear"has-been tested for over 1454_hours at 6174F- continuously with minimal visible`or physical degradation of.its thermal characteristics,Furthermore,Crystal Wind load tested 80175'td(PH - • o+year design life ' Clear""by itself enhances the thermal performance of the absorbers by an addltional 3o%. The.finished coating. - y g - - - -. hosts an Absorptivity of>0196&Emissivity of<0,08. THERMAFIN-Absorbers � •Crystal Clear selective'coatings •>o yearwarranty: r AET introduced THERMAFIN"">absorbers into the MSC-Series collectors in 1996.Through ertensive research and " forge weld process:have emiarl e bonder best heat tra.nfermethod,in the.world today.THERMAFIN's.high4requency, " '� -Extruded aluminum frame battens; - -;. �,., --Proudly made in the U.S.A. development,we have employed the bc�t rge p _y fin.to the tube providing long-lasting performanccrand durability whileallowing the the highest heat.conduction.The high-frequency welded joints will not weaken,expand,or pull apart and; ' are backed by a written 30 year guarantee..; +Thermax�"":polyisoeyanurate foarla'insuiation° •THERMAFIN Pl absorber plates .Anodized I-Beare Construction • , OurMSC=series collector frames are fabricated In our state-of-the-art manufacturing plant located in Jacksonville,` ,• *Aircraft a16Minum pin grip rivets,; -Quick-lock mounting hardware, Florida Crafted using extruded aluminum,anodized`architectural beam,,and securely-fastened-with aircraft grade -"" in grip rivets,MSC-Series Collectors are built to withstand harsh saltwater,envlronments• e OICN 3-L""I u'L*tf r xi [�[��r 9iti n►�. rX»x h .rid !a�i .i? i, i€i -°��tr�. 3 ad lr r, Length in). 86.125 98:125 78.125 86:125 98.125 122:125 Width in 35.875 35.875 47.875 47.875 47.8751 47.875 e Height in 3.125 3:125 3.125 3.125 3.125 3.125 y, = ,• Gross Area(ft2) 21.4 24.4 25.9 28.6. 32.6.. 40.6 Y . Transparent Area(ft2) 18.9' 21.6' 23.3 25:8 29:5:. 36.Dry 9 -n a Weights _76 87 91 10 116 151. - _ Laboratory Tested 2,359Is ` ® Vertical Pullout. 8081bs Y " Side Axial Pullout, Fa, Patent#6,36Q491 Rashable Roof Stanchion FastJaCk@ F. Oo_1$ lhepatetedde§91dtheFEE c CEn beEB91y epemd asthend inu> ixe'Efioet rrate�P yleflalirg ardaoEt-dfechwtoddifslarXf •- r' _ atmm the at G Cnm hrled base aid statdiat al Wth stud i 9 � �d' n>teialdada the FatbOhesbeenlabolaytetedtopuida2,369pou' cf u� atl as el bdt Ind i ng y � a9 ( �D! . . - lk •,. Four Sizes Available! -_ ` Fc7St{ 3" High Fart# FJ"300-18 J`a`C-kW ForloNpoleiriallaba�su3ngOtey®fladirxp(fcroTpoatirn�i emcf-tcp FastJack® RW50-18 rVI '.. ^ F 4-1/2" High Part# FJ•450-18 FvdatiadhegltflaftWs Fa`inEWIadaisusrgdaitrdflaEirgs(fbroxrpcdbcn Matrocftao 6" High Part# 'FJ-600-18 - Fadaxtrdflai`irr�(fa flat Meru aftq'I - �- ,,,�.• - 7-1/2" High ,Fart# FJ-750-18 � = .. .. Fa dfla#irxm(sasdfcrSawblerncfsa-dcrd3beflaMedinsWla5ao Tie FE9.W daig'I iswaW Under Fit.41,38Q491 lMrglea51ff'x3U2'LagHtt . . 0 0 Commercial FastJack®-also available (rated at 4,250 lbs.) orl, - t��. Benefits of the Fast lack® i �vae . 0 l �VDJ�AI t 318"SS "t `�a a SS Hex 3B n1Y��6 Flat Washer ex o rodg►dniitc}dcadea�r(rt#atotheiut,�im z@"N�'M ��e1 tothadc t) I�eremforimUltm" .� •. as YZO 4z 9 vOp yIbQ • • • • utda the s hcn puidrg s4xna As* a TB O�be ,dUes `3an±rd&QW RaEiirgs insUledthrajh • lam; Nae A 4 i aipoothebemandtr>d3the. i the kpdthe • •• ass cdicatea'i*,- % flaking. 6ttltEA1 t V Any 0 MOM 0 i i • hmalerimA t;to¢nncfrcrbwk tr1 ► �} � i aneiamaxtreck ftirgais i • 1 `5/16"x 3-1/2" r *aray Y�ii a (WOCO 9 SS Lag Bolt -mob- &Hy tinE-rTirlrtlars tt pos�tility Of�titblYJ Threaded Fast rc f r2ft95 < e Jack Base 1A�yz�Nvtitv1��{Q��� s _ • irEsll flat entherc f d3de. Email us for more information h sdar thee.Qiaa� ratkri age _ uld4rut galwarlized rail,,r ognte�d t -, Fast�a�fc F 3 k4D 1 st n,,d6ffs'bdlted!#a 2'°x 87 rafters u ing _ �.. Fay tea € ar{e pc utccxa�ec! bw, fld- BF16 and'2`at arire Irt — - ,_ f ewdgF.aproxffttit each er dd 6f �i llier i a pdrR;.6 -- _ n r4 1 tr�ttgatvact r 1 s i n S............. , i x ;pitch;1pdacet tUnfira+c 2 piece standoffs photovoltl aic panels oil 2"1 rafters on'16" centers with 11'6" span oil idiudra c S'u mfralue ra&ammou,zle dl using -_- -� Ignirarc 2':Piece stan doffs attached to 2`x12' ,rafters iv th I, c L F i - 1�V25T G(1�,r UIJ&W CS�r� ► a - - - 4 r- El M- I _ a. r o Low Rcsidcncc - 595 Old Post Rond ..Cotuit,MsssachusetLs 02635 '' Judge Skelton Smith Inc.Architects - 16 Joy Sweet Hoston,F Mossechusetts Telephone:.61,7-222-9062_. \ fi 2.2 t I`Fif7Ty` t solarihermalrasking - • r. _ _ umatrut gahrinned rail,mounted to KIN Fast hack,FJ300 18 standoffs bolted to 2 x 8"rafters using 5/�16,x 4 1/2."°. -- -I�i stainless steel 'Ia bolst - 7f3apsrtolacks are p e2beow 1 gelmosti e and bo imchendofthe solarfher I pavnximteh ee Idn p edge(7 apart' 1. _. r e L_ r _ - partelt - Photo4okaw rsela ' uuuacSunfiavr ai.kiiig:iuuuntrJ�`wu Unda�2 IP'LEWC f �unirac sunframz v standoffs on roof attached to to 2:"x 12 rafters using 5-!Gz,- � t x 4 i%1 lag boles and to roof by pitch pockets installed 6y' l hJ unirac Z piecestan i'offs;'• othe`rs.spaced:32 east to west,and 61 i/,2 north to south'3 , Y , oft t along he e rafter: c N \ n-- ` - �•' �`' ;,`., ..::63�IQ:: `r - '�— --2 x12"rafters_on 16":centers; S F F.i. L'F a , ` OU17t5e � .. . i.E - - -- - - Fl 7 4:r I LI.17J I LCI:ffrTffrT: ... .. ...,.crifirl.rix tIT , I minim, inSEEM MIN r ao o®oil us_�u�u�i�uaeorwou�omruuuei�in��nn�r��nuue�' .o��r�e�rr�rr.r�e.rs�.rrs��.r"Las"��r► - - - 1 . `solar thermal racking. � � ;, �•_ —� � _.,. uni4rut1,,alvanl ed rll! Fas#laci FJ Adb0 i8 standoffsbolted'to 2 x 8"''rafters using ' ,5/ fi"x4,1/2"s#ainless steel lag boRs � r - Fas#lacks-ere�postltloned 2'below ndgeline'and 2 above`drip° - _ - _ thermal -pane! ed e a roxlmatel i from each end o , ,anrstrut"galyraciaedrani,p. �� Fastl,.a' ck,l h3Q_Q .. ,,yr,r .�,.— •., .-.*+�nY�O«»,.� #--... .:n.-.,.e�pp.,.1/.t.�...«..-...,.; } { 8.Stan S `;µ . - — • - ` t `9l g .,� '!= tom. .ic.:"4 rl -..-w.e.+�..-r-w .� #� �,' _ � 11 e.. „ , 4 r per.. s F , « , i D, 7 Ay 0, pitch pocket r Unirac 2 piece standoffs Y photovoltaic panels " Uniracsunframe racking `. 2"x12" rafters on 16"centers with 11'6—span ` ' Unirac Sunframe'rails mounted using '- - Unirac 2 piece standoffs attached to 2"x12" rafters with 5/16"x 41/2"stainless steel lag bolts and pitch pdc_kets installed by otheis " 1 Al k� -� pitch pocket 'Unirac:2 piece standoffs photovoltaic panets UniracSunframe racking Vx12" rafters on 16" center`s with 11'61''span y unirac.5unframe rails mounted using - c Unirac 2 piece standoffs attached to 2"x12"rafters with 5/16"x 41/2"stainless steeU tag bolts and pitch packets • __ installed by others" i r J Insulation Certificate City ' County Subdivision Lot Number Permit Number Description of Installation ROOF -61 Product �E�a/,,, X Lot Number m Thickness(ink es) ,or Thermal Resistance(R-Value) CEILING Product Lot Number Thickness (arches) Thermal Resistance (R-Value) EXTERIO WALL Product �L°.�7°- x Lot Number _ Thickness. (inches) `' Thermal Resistance(R-Value) ` RAISED FLOOR Product Lot Number Thickness (inches) Thermal Resistance (R-Value) SLAB FLOOR Product Lot Number Thickness (inches) Thermal Resistance(R-Value) Width(inches) FOUNDATION WALL r r Product Lot Number Thickness (inches) Thermal Resistance(R-Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. General Contractor(Builder) License Number atur and Ti Date Su ntractor(I ulation Ins r) License Number Signa Date r , Town of Barnstable BARNSTABLE. Regulatory Services MASS. t°39 M Building Division prFD Ay s 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 9-1W114 Location 5- �'I�Q �B Y- LQ� �Permit Number 0 l 1 �� S Owner L Builder T. 4,c C( " I One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Fo'ArA-A ie c es~LA- A-1,, 7* I Pg.r Nl. L l S� -1 wSu� -- l�n��c�, ..t•- 1 �n w�oc,SL , I a. + Please call: 508-862-4M- for re-inspection. Inspected by � C' Date General Laws: CHAPTER 143, Section 3U_ Page 1 of 1 TH - Home Glossary FAOs TII:L:187 Gl..i�hR:1I.COURT OF site search tj THE COMMONWEALTH OF MASSACHUSETTS . Options i GOI Massachusetts Laws Bills State Budget People Committees Educate 8 Engage Events Redistricting Massachusetts Laws General Laws :. ... Print Page - Massachusetts Constitution ---- - =— -- - --- -._.......- ------- PART I ADMINISTRATION OF THE GOVERNMENT i General Laws (Chapters I through.182) •PREV .NEXT Session Laws -------- _-- ..... TITLE XX PUBLIC'SAFETY AND GOOD ORDER. Rules - • :. _ - - -PREV NEXT CHAPTER 143 INSPECTION-AND REGULATION OF, AND LICENSES FOR, BUILDINGS, ELEVATORS AND CINEMATOGRAPHS . - PREV NEXT .Section 31.1 Labeling of safety glazing materials i PREV NEXT Section 3U. Each light of:safety glazing material manufactured,distributed, imported, or sold for use in hazardous locations or installed in such-a location within the commonwealth shall be permanently labeled by such means as etching, sandblasting,firing of ceramic material on the safety glazing material, or by'other suitable means so as to be'easily visible and legible,The label shall identify the labeler,whether manufacturer,fabricator or installer,and the nominal. > thickness and the type of safety glazing material and the fact thatsaiAaterial meets the'test- requirements of section three'T: Such`safety glazing labeling shall not be used on other than safety glazing materials. Show!Hide Site Map Mass.00v.I Site Mai) I Terms of Use I.Privacy Policy I Accessibility Statement Copyright©2011 The General Court,All Rights Reserved t http://www.m'dlegi§lature.gov/Laws/G6ner'alLaWs/PartI/TitleXX/Chapterl43/Section3U 1/19/2012 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 Map Parce / Application # o 'Q0 Health Division D(07P—— Date Issued Conservation Division '. Application Fee Planning Dept, _ Permit Fee q R Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation/Hyannis Project Street Address '�LZ Village Owner r d ress � L — Telephone Permit Requests Z WWI 0 Square feet: 1 st floor: existing �roposed 3%nd floor: existing proposed 3 Total new 9'00 Zoning District Flood Plain Groundwater Overlay Project Valuation �eW102) Construction Type Lot Size Grandfathered: ❑Yes 14 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 90 ,Historic House: ❑Yes Id No On Old King's Highway: ❑Yes No Basement Type: Full ❑ Crawll1 pp ❑Walkout ❑ Other Basement Finished Area(sq.ft.) l&0 Basge�mept Unfinished Area (sq.ft) txho�Ct�GV Number of Baths: Full: existing new Half: existing new Number of Bedrooms: JG existing new "1 k;%e8 "c vvv�5 Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil 19 Electric 1A Other Central Air: 0 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) -dame me Telephone Number Address f� 'I- � _moo. License # ��� �0 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR `'C DATE 6� �� ' f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO.•_ ADDRESS VILLAGE - OWNER _ DATE OF INSPECTION: -. s . FOUNDATION: 63 d - G'{ FRAME Sl r� G -7 r 8 r( A4 ,44,1 colt r r w• w INSULATIONt!��S DK a�a���Rlf� s�i �! FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 :GAS: cis°_ ROUGH j K ' i-c FINAL ,FINAL BUILDING:=. ills: ;S� (_- t - - - - DATE CLOSED OUT ASSOCIATION PLAN NO. 4 - I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations E ' ;!iiuF 600 Washington Street Boston, MA 02JJI r �= www.mass.gov/dia Workers' Compensation insurance Affidavit: Builders/Contractors/Electricians/Plumbers ,4. , licant Information Please Print Le ibl Nane (Business/Organiz ation/hidividual): ) � �— Cj�, L * C 1 t IState/Zip W Phone �9 pp Are )o n employer?Check th appropriate box: Leca project(required): 1. I am a employer with', 4. ❑ I am a general contractor and I ew construction tm toes * T have hired t - p y e (full and/or part-time). ., he sub contractors emodelin 2.❑ tarn a sole proprietor`or partner-;, listed on the attached sheet, tg Aj ship and have no employees These sub-contractors havemolition working forme in any capacity: workers' comp, insurance. ilding addition[No workers' comp.insurance . � 5. ❑ Weare a corporation and itsnquired.) o�cers have exercised their ctrical repairs or additions 3.❑ lam a homeowner doing-all work ` ' right of exemption per MGL mbing repairs or additionsmyself. [No workers.?-cornp. • c. 152, §I(4), andwe have no f repairsinsurance required] t employees. [No workers' er - a y comp. insurance required.] *Any appliant that checks box.#I must also fill out the section below showing their workers'compensation policy information. t Homeowters 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. v, Insurance Company Name: . � 5 � Policy #or Self-ins, Li c. #: _.� �j0�j38_ Expiration Date:,. Job Site Address: City/State/Zip; ) Hill 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-o f 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 (he 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, r I do hereby certify under th pains and enalties of perjury that the information provided above is true and correct Si nature. Date: Phone#: _ QQ Official use only. Do not write in this area, to be completed by city or town offieirrl. City or Town: Permit/License# 'Issuing Authority(circle one): 1. Board of 1=health 2' Building Department 3. City/Town Clerk. 4. Electrical Inspector 5, Plumbing Inspector 6. Other. { Contact Person: Phone#: Information and Instructions Kassachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. lursuarnt 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." ,In 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 the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the a&,ner of dwelling house having nob-more than three,apartments and who resides therein, or the occupant of the dive lling'liouse.of another who emp'loys persons to do maintenance, construction or repair work on such dwelling house 0 on the grounds or building appurtenant thereto shall not•.because.of uch employment be deemed to be an employer." NGL chapter}152, §25G(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate,a,business 66,t6 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 " ` IT as tact, ou regarding the applicant. the [ce'of Investi ateons has to on • .of the�affida.vit for you to fill out in the event h Off ,g _., .Y g g PP e it/license number which will be used as a reference number. In addition, an applicant t ell in the m1 NPlease be sure o f p t. _„ ,... that must submit multiple permit/license application's-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 1[ cations 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 Depa[tment's address, telephone and fax number: The Commonwealth of Massachusetts , Department of Industrial Accidents' Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS.SAFE Fax # 61 7-727-7749 Revised 5-26-05 www.mass.gov/dia Client#:33693 PERFBUI ACORD. CERTIFICATE OF LIABILITY INSURANCE D1E(MWDD 0 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 TACT NAME: Rogers&Gray Ins. Plymouth PHONE 508 398-7980 FAX 341 Court Street E �° (A/C,No ADDRESS: P.O.BOX 3700 CUSTOMER ID M Plymouth,MA 02361-3700 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURED INSURERA:Peerless Insurance Performance Building Company,Inc. INSURERB:ACE Property&Casualty Ins.Co 50 Tanner Street INSURER C Lowell,MA 01852-4419 INSURER D: INSURER E: INSURER F: s COVERAGES CERTIFICATE NUMBER: 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 DD UBR POLICY EFF POLICY EXP POLICY NUMBER MM/DD/YYYY) (MWDDrrfM LIMITS A GENERAL LIABILITY CBP8051843 7/03/2010 07/03/2011 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED-PREMISES Ea occurrence $1 OO,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 X POLICY PRO X LOC $ A AUTOMOBILE LIABILITY BA8059234 7/03/2010 07/03/2011 COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) 1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ A UMBRELLA UAB X OCCUR - CU8056854 7/03/2010 07/03/2011 EACH OCCURRENCE $1 O 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1 O 000 000 DEDUCTIBLE $ RETENTION $ B WORKERS COMPENSATION WC2930838 7/06/2010 07/06/2011 X 1TWoCRSyTA1TmU1js OTT- AND EMPLOYERS'LIABILITY IN FR ANFlCER/MEMBERPEXC UDE?XEC�EY�N N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory In NH) NO EXCIUSIOnS E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below -T E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Workers Comp Information:Included Officers or Proprietors (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION 30 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 595 Old Post Road Realty Trust ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 0 198 -2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD #S61647/M53821 DEC - ' aJ rG� z R Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massac setts 02116 Home Improvement ' for Registration Registration: 161993 Type: Private Corporation z Expiration: 12/22/2012 Tr# 206666 PERFORMANCE BUILDING COI JAMES MCCLUCHY a o 50 TANNER ST =� LOWELL, MA 01852 i c a"1 Update Address and return card.Mark reason for change. DPS-CAI 0 50M-04104G101218 Ej Address Ej Renewal Employment Lost Card �. ✓fZC TDO197/I!t0'/1[!/E OyLll6C Office of Consumer Affairs&B siuess Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:,0161993 Type: . . Office of Consumer Affairs and Business Regulation f Expiration: �2012 Private Corporation 10 Park Plaza-Suite 5170 —== Boston,MA 02116 P ORMANCE JAMES MCCLUC o1 50 TANNER ST - 3�� LOWELL,MA 01852 L� � ';�;� � � Undersecretary - - rY of valid wi ure i Massachusetts-Department of Public Safetf 86ard of-Building regulations and Standards �. Construction Supervisor License License: CS 16060 Restricted to: 00' DAMES W MCCLl1TCHY 50 TANNER ST 'LOWELL,:MA 01852 . _ K Expiration. 419R012 . (' mmixgivner Tr#: .23482 4. Restricted to 00 '00- Unintricted I . 1G . 1.2 Family Homes " Failure to possess a current edition of the Massachusetts State Building Code is'cause,for revocativaof this license. Refer to: WWW.Mass.Gov/DPS r: REScheck Software Version 4.3.1 Compliance Certificate Project Title: Law Main House Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration. Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor. Cotuit,MA Compliance: Compliance:0.1%Better Than Code Maximum UA:765 Your UA:764 i The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules..- It DOES NOT provide an estimate of energy use or cost relative to a minimum-bode home. Gross Cavity Cont. GI zing U Ai 1.1 Assembly Area or R-Value R-Value or Door 'M Perimeter U-Factor Wall 1:Wood Frame, 16"D.C. 1309 11.0 0.0 1` Wall2:Wood Frame,16"D.C. 3102 19.0 0.0 1 Window 1:Wood Frame:Double Pane with Low-E 119.4 0.300 3.` Ceiling 1:Flat Ceiling or Scissor Truss 1466 30.0 0.0 Ceiling 2:Cathedral Ceiling(no attic) 1239 30.0 0.0 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2473 30.0 0.0 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements it REScheck Version 4.3.1 a d twetlryly wity the mandatory r irements listed in the REScheck pection Checklist. Name-Title Signatur Date Project Title: Law Main House Report date Data filename:\\Computerl\pc2 work files\Check\REScheck\2010 REScheck\Law Main House.rck Page REScheck Software Version 4.3.1 Inspection Checklist Ceilings: - ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation i Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation. Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes - Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suits' solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in opening window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or between the housing-and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation comprc damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is to maintain insulation application: ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less I ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on.outside of air-permeable insulation and breaks orjoints in the air barrier are fi! repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air ba (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbin sprayed/blown insulation extends behind piping and wiring. . ... (f) Corners,headers;narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title: Law Main House Report dat( Data filename:\\Computerl\pc2 work files\Check\REScheck\2010 REScheck\Law Main House.rck Page Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maxir skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been detea moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been providf Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building enver insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight! of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 1 UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mecha fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of th equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portiot joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: 0)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure diff 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area whet a pressure differential of 0.1 inches w.g. 1 (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: EI Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential C For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Cc Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Cj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present._ Exceptions: Where public health standards require continuous pump operation. Project Title: Law Main House Report dat( Data filename:\\Computer1\pc2 work files\Check\REScheck\2010 REScheck\Law Main House.rck Page Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cove minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar.energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per waft for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: o Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor tem above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;windok^ U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct 0 of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Law Main House Report datt Data filename:\\Computer1\pc2 work files\Check\REScheck\2010 REScheck\Law Main House.rck t 2009 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 30.06 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: 01/05/2011 12:26 16178680526 LN DLM PAGE 01/01 v Town of Barnstable Regulatory Services Y IfA" $ Thomss F,Get3er,Director m BaUdiug Division Tam Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamdable.ma.us off co. 508-862 4038 Fax: 508-790-6230 Property Owner Must Complete and Sign•This Section If Using A Builder as Owner of the subject pmpotty here autlaoxize to act on mp behalf', in.4 matters relative to vorlt authorized bythzs building permit application for. WIN- .. (Address oaf job) �itz" d� ♦( Sigma= of Owner Efate Lam . I PK=t atlae If Propgrty Owner is applying for pcnmt please complete the Homeowners License Exemption Form on the reverse side. . Q:CDRMS:O WNSRPERMISSI0N f c.LO Ce> RENE MUGNIER ASSOCIATES INC STRUCTURAL ENGINEERS - 777 CO 'CORD AVE.,SURE 201 eAMBRIDGE,MA 02d3$71053 PRONE(617)5474773 JfAX(617)547.770 I' 5 January" 18, 2012 I r Mr. Jim Skelton Judge Skelton Smith 16 Joy Street, Suite H Boston, MA 021.14 RE: 595 d Post Road,`Cotuif, I Dear Mr. Skelton This letter is to certify that we inspected and obsented the structural work that took place at the above-mentioned address on January 13,2012 It is our professional opinion that the.stnactural work has been completed'according. I to our plans as well as the additional recom mendations made by=this office during the progress of.the work due to the existing conditioris E To the best of.our observations and qualrfioations, the structtira� work`has"been completed in accordance with the Massachusetts Sta4e Building.Code and the rules of good construction F , f This opinion was based on the visits that we'made'to the site and which"were documented on the reports sent to.`you. ve s 'kr -:i��' S Re. f Pnnclpal n� RE ASSOCIATES, R RM�p µ ' /"-4 J 1 44 y• ` r ! PROJrECT u NAME: �'R6✓1 �( ' CA-CJL7R 0�. ADDRESS: O 1 c� T as :. PEIR IT# PERMIT DATE: 3 ti LARGE ROLLED PLANS ACE IN:} BOA . . SLOT Data,entered in MAPS-program' .on: 3 ` t° BY: A R \ ' I Assessors Ref.: bl2 Width, O a8 21' Nso's 14.63 i Map 054, Parcel 016 R� — — cj 8. Overlay District: d g—g.59 i —G'f 0,0o E AP - Aquifer Protection District 0 16 _ - N Flood Zone: Zones C & V11(E19) Community Panel No. #250001 0018 D July 2, 1992 Zone: a RF-1 ro Area (min.) 87,120 SF (RPOD) Frontage (min) 150' ' Width (min) no Setbacks: Fron t 30' Side 15' Rear 15' 3 See Variance # 2010-011 (D8 246211125) 0 0 o 30 0 0 I certify that the foundations shown IN ,4 `W hereon conform to the setback 3041 requirements of the Zoning Bylaws W of the town of Barnstable. U J h . J a � � z Cn RICHARD R. .. CHEUREUX., a a Ro. 34312 p o U- o o Z oQtoyLU E��J? o Cf) o � . >6. Note: �o New 1.) The structures shown were located on a n• the round b conventional survey methods a Concrete 9 Y Y Co c ete on (or between) 14/DEC/10 & 01/MAR/11. Foundations 2.) The property line information shown hereon was compiled from available record information. ' N h #595 18.6, 2 sty ►1f Dwelling ' N 0 48"W 30.41' PLOT PLAN — + CB/0H At 595 Old Post Road Fnd BARNSTABLE — — MASS. Top By MASS As Located B i Sullivan(seeCC neeringDA-10 Inc. DATE: 02/MAR12011 SCALE: 1"--40' (see BCC DA-10002) �F M c 0 10 20 30 40 60 80 FEET /EL9) / PREPARED FOR: (as per FIRM)Zone Line Donald F. Law, Jr. & (as i i _--- Sara Molyneaux — co uiL ✓aY PREPARED BY: CapeSury 7 Parker Road Osterville MA 02655 DWG #:C343_2G1 CCP2 FIELD BY. MLL/WHK/RRL (508) 420-3994 / 420-3995fox Town of Barnstab.le 200 Main Street ` t C! �\\ , Hyannis, MA 02601 BARDS MAf6 Notice of Intent to bemoush or Move an Historic Building/ # u t C ,u U AN {�, Is Building/Structure located in a Local or Regional Historic District: YES 0 NO If YES, Protection of Historic Properties Bylaw does not apply,and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of Application: Building/Structure Address: �_ nLD �� ,� Number. Street Town State Zip Assessor's Map Assessor's Lot Is Building/Structure listed on the National Register of Historic,Places or on a,pending fist with the National Register of Historic Places: YES 0 NO How old is the Building/Structure: Ib -�� How is the Building/Structure Occupied: AIL Number of Stories: _ P Architectural style of Building/Structure, describe if not known: LOR Material of Building/Structure: 1�f � Is this Buildi Structure associated with one or more historic events or persons. Please list event;description or names: Type of Building/Structure and proposed work: Explanation of the proposed use to be made of the site: Zoning District: Fire District: c-o"RL1T- Applicant's Name: l� Address: Number Street Town State Zip Owner's Name: Address: Numbe Street '\\ Town State Zip Contractor: Address: � �,��-Cl�-- S� 1�Vl. �hJ\�— �1�&Z Number Street Town .State-. . Zip Program of Lot and Building/Structure with dimensions: I Criteria for Evaluation of National Register Nominations: . auss. , FD fdA'�p The National Register is a list of fiistoric .places which are "significant" cultural resources. What exactly is""significant"? It,is the quality in American. history, architecture, archaeology, engineering and culture which is,present in districts, sites, buildings, structures and objects that possess integrity of location, design, setting, materials, workmanship, feeling and associations, and: A.. that are associated with events that have made a significant n contribution to the broad patterns of our history; or B. that are associated with the lives_ of.persons significant in our past; or C. that embody the distinctive characteristics of a.type, period, or method of construction or that,;represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entitywhose components may lack individual distinction; or D. that.has yielded, or maybe likely to-yield, information important in prehisto y,or history:. PROJECT O, .1 NAME: ADDRESS: C A`d O , PERMIT# PERMIT DATE:, 05L4 01.L.p LARGE ROLLED, PL.A,NSS ,A IN : BOX SLOT C Data entered in MAPS prograrn om i S BY: �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel01 Application #� co Z Health Division - Date Issued L- Conservation Division 4 Application Fee Planning Dept. - Permit Fee. Date Definitive Plan Approved by Planning Board Historic - OKH N Preservation/Hyannis Project Street AddressMT l ' Village C Owner Address Telephone Permit Request 1 N Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ro'1ect Valuatibn Construction Type— Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family,'�r Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes CL-No On Old King's Highway: ❑Yes ❑ No Basement Type: 4rFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing —` new-? ,9 Number of Bedrooms: ^ existing �ew Total Room Count (not including baths): 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' ❑YVs ❑ No Detached garage:Id 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 (B LDER_OR HOMEOWNER) e Name Ili Tele hone Number DP) 'TS1t' 06 p -_ Address 56 1 Tom► �— . License # 01 2 Home Improvement Contractor# 1 t1l I C I � Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE - e DATE I i- 4��� - f FOR OFFICIAL USE ONLY APPLICATION# ti ti DATE ISSUED , i ,MAP/PARCEL NO. j , ..• _ ADDRESS I VILLAGE-- � V� OWNER `.. DATE OF INSPECTION: FOUNDATION',?` Go p;: a 13� G��2 ry!/"4, _ ; x FRAME INSULATION FIREPLACE +" ELECTRICAL: ROUGH •. FINAL t PLUMBING: ROUGH FINAL i CAS: ROUGH ;' ° F: FINAL '. ti �f_ FINAL BUILDING' F 4 : :DATE CLOSED OUT { w ASSOCIATION PLAN NO. �r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,"MA 02111 ,f www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): s ,� ?=O Address: �� _ ' City/State/Zip: �(, Phone'#: 01-26 Gj 3 7 :2Cjop employer? appropriate Type of project(required): AZ�l ou n em to er?Check the a ro rrte box: ' 1. am a employer with 4. ❑ 1 am a general contractor and I - 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. t 7. '[i'fremodeling 2.El I am a sole proprietor or partner- 'I ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.El am a homeowner doing all work right of exemption per MGL 1 LE] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp."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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ j 1.1 - CjCD Policy #or Self-ins. Lic. #:—( JC, 30�.3� Expiration Date: -7^� �79 (,l Job Site Address:nLD -00 City/State/Zip: 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/orone-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 above is true and correct Si natu Date: Phone#: �78 ['2t 7-/00 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#: 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 the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling hose having not more than three apartments and who resides therein, or the occupant of the. dwell►ng,house ofanotherwho i mploys,Ipersoas:6%'ma►ntenan'ce ,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto hall not because of such employment,be'deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local hcens;►ng agency shall,withhold the issuance or renewal4o.fa;4licens�e Qr!Permit to.op rate a business or to constructpbuild:ingsin,thefco'mmonwealth 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 o.f compliance with the insuranEe 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 �. t-i..y� d` fyf...^�' Please be sure that the affidavit►s cofnplete�antl'pr►nted Legibly Me Department has provided a space at the bottom of the affidavit for you,to fill out in the event the Office of Investigafibns,h s,to�contact you:regarding the applicant. Please be sure1to fltl in`the permit/license number which will be used as a reference number.xln addition an applicant that must submit.multiple-permit/license applications in any,giiven year, need ortly,subm�t one affi'davit'ir►dicating current policy informationr(tf necessary)and under Job Site Address°'the applicantshodid write"all locatidns"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 burn 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: by The Commonwealth of Massachusetts Department of Industrial Accidents ' x Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia Client#:33693 PERFBUI ATE(MMIDDNYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE D11/09/2010 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 NAME: Rogers&Gray Ins. Plymouth PHONE IFAR 341 Court Street �a�' INC,No ADDRESS: P.O.BOX 3700 CUSTOMER ID#: Plymouth,MA 02361-3700 INSURERS)AFFORDING COVERAGE NAIC# INSURED INSURER A:Peerless Insurance Performance Building Company,Inc. ACE Property&Casual Ins.Co 50 Tanner Street INSURER B: P rtY Casualty Lowell,MA 018524419 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 kDDIL SUBRI OLICY EFF POLICY EXP LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MMIDD MMIDD LIMITS- A GENERAL LIABILITY x CBP8051843 7/03/2010 07/03/2011 EACH OCCURRENCE $1,000,000 DAMAGE l ic—:01M MERCIAL GENERAL LIABILITY PREMISES EaENTET occurrence $100,000 CLAIMS MADE OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 X POLICY I I PRO X LOC $ A AUTOMOBILE LIABILITY BA8059234 7/03/2010 07/03/2011 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $, ALL OWNED AUTOS BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ A UMBRELLA LIAB X OCCUR CU8056854 7/03/2010 07/03/2011 EACH OCCURRENCE $10 00O 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1 O 000 000 DEDUCTIBLE $ RETENTION $ B WORKERS COMPENSATION WC2930838 - 7/06/2010 07/06/2011 X TO Y I IMIT DTH- AND EMPLOYERS'LIABILITY ANY OFFICERIME Pp OPRI BERPARTNEERfE ECUTIVEY] WA E.L.EACH ACCIDENT $1,000,000 (Mandatory In NH) No Exclusions E.L.DISEASE-EA EMPLOYEE $1,000,000 ff yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 T I I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Workers Comp Information: Included Officers or Proprietors. As required by signed written contract,the Town of Barnstable is an additional insured as respects General Liability coverage. CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE O 198 -2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009109) 1 of 1 The ACORD name and logo are registered marks of ACORD #S59735/M53821 DEC R'Da PLUMBING.& HEATING 'INC. .137 Farm Street A11ILLIS, MA 0205 a 508-376-1981 11/4/10 To the town of Barnstable, I, Richard A. DeNapoli,'owner of R.D. Plumbing and Heating Inc., (Masters Licensed#10424,Journeyman Licensed-#19056)'shut off and disconnected propane gas line to underground tank and removed propane.line at Law residence,,5.95 Old Post Rd.. Cotuit,Massachusetts. Since y, t national grid � d November 9,2010 Performance Building Co 50 Tanner St Lowell,MA 010852 Via Fax:.978-937-7500 RE: 595 Old Post Rd Cotuit,MA To Whom it May Concern: This is to verify there is no natural gas service to the above address. This was confirmed by a representative of National Grid. If you have any questions,Please call me at(781) 907-2902. ;D Marie I Bessette Field Coordinator National Grid 40 Sylvan Rd,Waltham,MA 02451 T: 781-907-2902 0 F:781-522-1055 ■ mane.besmfte@us.ngdd.com ■ www.natienalgdd.com * LOFTh�x ** ** elC �Q �ixt11t8>rt * COTUIT + * FIRE DISTRICT Sao 1926 9 4300 FALMOUTH ROAD, P.O. BOX 451 'eD Juvi 19 COTUIT, MASS, 02635 PHONE 508-428-2687 FAX 508-428-7517 October 28, 2010 Mr. Don Law 36 Baystate Road Cambridge, MA 02138 RE: 595 Old Post Road Dear Mr. Law, The water has been turned off at the street and the meter has been disconnected at 595 Old Post Road in Cotuit. Sincerely, Sheri Leavenwort Business Manager t r -- . t qpn � 9.F 3k — Tow..,npf'6arnstat l'e Opilding t)ivtsion " , 2'Q Main St. Hyannis,MA 026.01 Re 595 Old Post'Rd Cotuit,MA - t)ea.rBuildtng Inspector, This letter is to Inform you;that atl power to the existing structure fias=been disconnected The main feeder has been tdis conrnected from the meter'located onthe ban therefore making the house;safe.in' order;to'be relocated. I.ompany License riucriber is 20994A}and Journeyman license number is 51127E. Please:let:us know if any other information is t equ red . I 'Thanks,. Uie/t�p�r Atchila/ VMA Etectrie.tnc Master#2%94A; J.ourneyma"a=#51127 5084813800 781706=5819 ' 367-EIm St IVlarlboro:ugh;NA,Q1752. 3. t t3 t �.i of THE Tp� Y y &ARNSTADLE, q "t639: Town ofBarnstable pTfD µA'l A Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 wi w.town.barnstable.mn.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using .A. Builder X as Owner of the subject proper 7 tY hereby authorize -2 i- e ►-lucc /%Zt, to act on my behalf, in all matters relative to work authorized by this building permit application for: ��✓� ©G f� i��S 5-' i�-4 rJ (Address of Job) Signature of Owner ate Print Name If Property owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side.. P\WPFILESUORMSIbuilding permit formslEXPRESS.doc . i� i col r � Town of Barnstable ' Regulatory ,Services i3°`WisH�'$* Thomas F. Geiler, Director 106.1. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnsta b le.m a.us Office: 518-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER" name home phone N work phone N CURRENT MAILNG 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 intended 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-yearperiod 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 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, HOMEOWNER'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.I.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&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness oRen 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 caret amend and adopt such a form/certification for use in your community. Q:IWPFILESIFORMSIbuilding permit formsTXPRESS.doc Revised 072110 i �07/06/2010 TUB 14:35 FA%9/7<L Q 1 Vt 5 Boas o - egul ons an Ce One Ashburton Place -Room 1301' Boston, husetts 02108 Home ImMoveme tractor Registration ReQW8ftr1s1ss� Type: prmaw Comration Expiration: 12P1212010 Ttd'Z79i32 PERFORMANCE BUILDING CO - ' JAMES MCCLUCHY 50 TANNER ST LOWEL.L, MA 01852 _ update Addresa aaa retard card.Mark reams for change. p Address GI Rmewal-d FmWbymeat p iAw Cara - o 50MOW-PCO490 TA,�nwmeworeaaz�6��.�l . as ' affimmB �dards Bwrd of as add License or re&mama valid for tadividal we only � HOk� _IROVBUNT CONUWFOR before the wpeaUm date. If bond retina ft 161993 Board of Baildtg Regalafim aad Standards 0 Tr8 279132 One Ashbyrtan Place Rm 1301 ie Corporation Bodton,MA%02108 PERFORMAN JAMES 06CLU 50 TANNER ST - LOWELL.MA 01852 AOmiajsaatar 1Vot valid i 1 i t 1 t 1 ° j chusetty.-.p Board of-$ur► elrtnnenr.�ft,...: _ Constructio'R ftcu(at+eny;an�hlie Satefrt: 4c n S ens uRervisor. Stan�ar�s Rest ae:.CS left. tt nse cf to: OD' JAMES W 50 T MC�LU"T '... ANNER ST LOWELL Mq 01852 ' " ' , , !'mm�ilw•vioneP�---.- EX Meat -' ion: 4/19/2012 23482.• • r NO ed to.- Op . . AO • . IG_' Oreg" ted ... 1 Z F .i'Bu$es. Pailue+e to Massach possess a cyettsrrent edi 18 ca�forsoca o ��bode the bof Refer:to: thcs 'W.Mass.Cov/Dpg • i _..__...-- .--------—.. _........ _._. __..... . i COTUIT BAY 39.48(a—aou�4 � 1 k 1 '1T7p'QF'8q .F - i ! '07 W- TOPOF BANK ^' - 1 1 ------- - -- - _ - - - - L. D N/F RODGERS,CFIARLES S. RODGFRS,FRANCi91E SUSSNER " N/F.BLAUVELT G.CHRISTOPHER&-BARRI M. "I - j 1101�ie - i7.1 •, :. \ BK.9709 PQ.215 M 12721 PG.2D4 } ' } '. I ' • 45,718 S.r. t a:ZONING DISTRICT . . ` ®® t RFb-WITHIN RESOURCE' . (TO OPOF BANK) Y . '. ON OVERLAY DISTRICT. . y� REOU HSE N0 HSE N0.H NO. i /'r- ..`_ r L .�\" i 595 ! 581 - Sell PROP.LOC. 150, ,. 103.51' 152.90' 152.90' FRQN'FRONT SB. 30,'. 281.9', 245.0'" 147.9' 13.7 SIDE S.B. Is, -J 9,3' 14.7' �25.0' REAR S.B. 15' 100.2' 1120' 198.1•. , 24,0 2560 omr - - "J. �JiN 116FAQTfE9. �T9AI.-,023s PUVTBOOK 439 PATE 81 CUT rTAA N 2C OAK . i I vAv.mLino{ H PLAN BOOK 37 PAG.1. 17.8 ' PLAN SM 21 PAGE 111 r rIFT1i11H1GC9 ; 1 2M �193 'T 9"24391 PACE tie `�. .. .. 1 a I y - LOT 1 I (TO TOP OF�BANK) r ----------------- I . j G� ---- TOPOGRAPHY SHOWN IS BASED ON AN ON THE GROUND INSTRUMENT SURVEY " 'NO DETERMINATION AS TO COMPUANOE , WITH ZONING IS MAOE OR INTENDED I HEREBY CERTIFY THAT THE PROPERTY I R� LINES SHOWN ON THE,PLAN ARE THE LINES DIVIDING 09ST91G OWNER90PS AND THE LINES OF THE STREETS AND WAYS SHOWN . .. ARE THOSE OF PUBLIC OR PRIVATE STREETS .. OR WAYS ALREADY.ESTABLISHm.AND THAT NO NEW LINES FOR DIVISION OF ETOSTNG ' OWNERSHIP OR FOR NEW WAYS ARE SHOWN. .. - .I CERTIFY THAT THIS PUN CONFORMS TO THE . - - RULES AND REGULATIONS OF THE REGISTERS OF.. PLOT ` PLAIN; OF LAND • - RE CI D SURVEYOR �1 put so 1 " i F1eld Resources F Inc.' 581 & 595 OLD POST RD. � COlU1T FIRE DISTRICT > - - COTUIT. MA. - GROUNDWATER PROTECTION ZONEAP APR9 2tst 2a10 ADD T.B.M. DA1.S LAND.5URVEYORS FLOOD ZONE'Al (EL 9)g C ZONING:RF-WTHIN RESOURCE PROTECTION OVERLAY DISTRICT APPoL tE1H 2O10 ADD NOTES N.O.D. � - 14TH 2O10 TENSED RELOCA110N OF N0.SBt M.O.D. P.O.BOX 324'� 281 CHESTNUT STi ASSESSOR'S MAP: 054 - DATE DESCRIPTION BY AUBURN.MA NEEDHAM,MA. : PREPARED FOR: PARCELS:01s a 017 508 832 4332 781 444 5930 0 10 20 30 40 60 80 1 _ freidresouroes®hotmoil.com DONALD LAW NOT A RECORDABLE PLAN ! j dN.73-08 073-08 209C ANR - i SCALE Y-217 ! . I. ,j7t�[T itt 1 'I 7 I i f: STEP r-Tub eTEp FTUFs % SEE S-T-J ()L fIiTye. ()eoNruD N wntL ONC.P"D v /STF_1D 7W'G sEg (N)2'TU R.RAT.-S \ (N)2 TNk.enT Slur I —_= -— --—__ ��coo RS;('o1RPEYE)\\ I A 47" (3oo0 rSi eou4¢C•TE) I " I —I I n(ZA1VL S�ACE f I - eRnwL Spnc=_ SEE FS)r.> �{ I I 19 ry/1 N4� b G'c { CTE�]/->]J i - _0 ns S g _ (0' CJ -- —I IE - - -��- Zn.t •ONT. aS DOWEL —-- °� SIM• vC 31 M. C1 N. `6. I�I _ 9TE FTNS, (N) FU9N WALL i I I ''S 6ovf Lr L T L CTOP�(j OT7 Afd) EQUAL. _ EOUnL -q l_. CH IIBA'(P. . Ar,. 3 '.DEEP �l)A"TutL COUCRC-TE SLAA OU FRAOF .Ir2 '-0 I o J� A` U] • I_IFa07/NG MAT J (3,000 Ps'kow.)WITS( 6xG W)An Wl•A WW - ul OW G`60-OPUSPEn STOVE - „.0 O�ll G LAC°pc G 12 LAf�IJLv Foe_ n•LL Pl SrKLEUT Zfp 0� I F_ oWuw }tS wE0 / _ t /8"o,C. (— 14 ss j ss f— t I s•6 r --1 6 Diu I 55 u'L°e I — �] —�!;U{ 1 11 2'-i (r�a�l' 1 Ea"ucy 7 IO(�. �- sNEAR WA1L - - r 71 I �i a_o• j ----G s•6 -- I �:�x -^ SEf fcEV.oAJ S-T 1— SS Tyr_ bN°�t ���c' I _ i — — --- i Oi 4`wtK Srr/LOFOIMI D.1!4/uAGE S Jr A• �E(,Q �Pl y\Q ro,4 8nTNf E LS I 1 TOP TI ll L "P 2 T,rK.PA, s]tP rW ,-, DETAIL 13 SLAB I i 7rI)2 7N AAAT I ��15 EE>3y) .-__.__..._____._-.�-....... .. Scale 1" 1, �I' s•1 C?yp•S TIUES) STEP/J F7uf] I OIEP rru; / I / (SEE S-S) I :.• _ CSE£S•5) / I —— -- 1 -, I�NJ FN^N WALL 5s 'LEGEND: ❑ —INDlr-xrE NEW po-s-r ABOVE __—_— I NOTES: { I i I. All concrete should be.I,000psi. 2. For the location of the riew openings in the foundation wall,see the architectural I I I 2:0' drawings. Provide add tienal reinforcement around the opening. See typical detail on S-5. %r 7^ to, 7. 3. For typical details,see 5-5. FOUNDATION PLAN (\ I I '(N)2 nue PAT sLnl'S 1 SClILE: I/1"_1_p^ I I �300o P.;i Q000.) TYP. GEh71i--12ArL IJOTES SEE S'0.1 r— I I I RENE AIUGNICR 1 1 I I i ASSOCIATES,INC. ----_-- VEPY IMO2TANT: I ! CauilulJye,T7ascacl:uxlL+n1i30 -y. { ...__-_......__._.�__._._._.__.__.__ Ii_ 1•I:nic l0l]1547.]]:l.lax lGl]I SM1].]]A3 — -Twe F-Dc s OF FTU'r, U0tiFe. -ME LIUIMUEy 'I I II I `— — SNOULD r31: EvpOSED Awri 621U!]To TIQE — &TTE0'TI00 OF THE STRUCTVRAL 51jCT(VeER_ I --_- BEFORE DlGQkK TWE TREUQN FOR I.)EW — ——-- —-- -- ' oUL R IDAT100 WALLS NEA IWF- 0_t0U&J9.. INO. REVISIONS ISSUE DATE L)1J7EfLFTIUUIUC� U0!3FR_ -WE Qu111uFy t4A�p ,�L595 OLD POST PD.P+ RAGLUIRED. UiJDrRrIIJUl0G RF_000f.1EUDATN)IO MjD SvInz-4isloij 6Y STRUnTURAL ENr.(UEER �,I COTUIT, MA. V I OTE: JETA.ILS i AUD 2 OU 3•5 AppL`1' FOR OFN/ pop7tOU OF TUE HOUSE IMPORTANT: _ (UEW FOUIJDATtO� WALL. �Orz AQEA WI(ERE. EV-16T. FouIJDnTfc?]a FOUNDATION PLAN In case the existing sill beam is reused,all rotted or broken portions of the sill beam WALL µll LL BE "pLACI.ED WfT4 UC W WALL USE OFTA tL 3 OU $.r R-EIr,gFORCEIU FJJT must replaced with a new portion of the same size pressure treated sill beam. Each Cnpydgh'.OR:NE MUONIER ASSOCIATf_S; INC. OF Tf1E FODUDAYl01.1 WALL.. MUST qE 110U71U000.S new piece of sill beam must be bolted to the foundation wall with two 5/8"anchor bolts DRAWN: M.5, DATE: 10.20.10 AROUND ER.tMETER OF IME UOUS6 . PROVIDE Y-O"Mlu• SpLIC.Fi FOIL with a minimum seven-inch embedment into the foundation wall. See typical detail on CHECKED: R•M SCALE: 9 q"=1'0'6 uORIMOSAL P_e'3AR• WNERE FI.t9'N WALL. A@IIOROIUCT TO .DF.T'MIL Ly Sb. i DRAWING NO.: MEETS WtTk FND'Ij tikkil. AO@OR_wQC] TO .DET'• � I 01: I - i � � 1 I I ��. \ All - � I I I � � :� III^ I I I•I' _ I I j ....... •� / ' II I I I I I I =cd2A YJ I- SPALE -ckl.Wl-.6PAG P- "1 I I I I • 1 � I I I I \ OS I� �AS�MKNT pLAN ' _scA1 = I/} a = I 00- PROGRESS PRINT \ . NOT FOR CONSTRUCTION _ I SEP 1 4 2010 aevsioNS f u a 3: 6: Law Residence... 595 Old Post Road COtuit,Massachusetts_02635 Judge Skelton Smith Inc. Architects 16 Joy Street Boston, Massachusetts ,Telephone: 617-227-9062 4.4 IWidth � �ao af�able I 05 '24..E 'I a ^� 1 ✓ Tr pi# f Caves j� /N89 14. 3a iF� t r aHattt�y o} \ ;1 Et 'Haopers 3 Pt 7r fy g8' \ '\ Beacn6iu 13 '$$ ioSd gg.SE \ I / ' I 00 '-ION W, Location Map _...._... - - , 1"=2,000±' _ � I Assessors Ref. : Map 054, Parcel 016 QS Overlay District: I AP — Aquifer Protection District ---�J 3 U O Flood Zone: Zones C & V11(E19) 37.70• Community Panel No. — #250001 0018 D o U IN —� July 2, 1992 30.41 - I J � Zone. a h RF-1 U) Z I Area (min.) 87,120 SF (RPOD) o J c Frontage (min) 150' a I Width (min) no o ;.....; I Setbacks: Fron t 30' n U Side 15' Rear 15' - Proposed See Variance 2010-011# ( ) DB 24621 125 Garage I; h a r z �o. 1e L Proposed Proposed CVSeptic System Additions , N RICHARD R. v CHEUREUX., a 18.6' �se 2y w/f Q '$o 3431 o �p N0. 2 .....Dwelling µ: .' '� 'PtA l bQ►� i N '4 "W 30.41'- i Note: _.. CB/DH r F^d 1.) The structures shown were located on the ground by conventional survey methods on (or between) 14/DEC/10 & 13/JAN/11. Top Of Bank c As Located By 2.) The property line information shown hereon was Sullivan Engineering Inc. compiled from available record information. (see BCC DA-10002) p ----VI—1(EL9) 3.) The topographic information shown is from a plan prepared by Field Resources Inc. dated April / FEMA Zone Line 16, 2010. r / (as per FIRM) ( a 4.) The datum used is assumed. -- - �- Prepared For: Cotult Bay Donald F. Law, Jr. & Sara Molyneaux Sheet # Title: Dwg # CapeSbry Plan Showing ProposedC3432 1 Additions and Garage Scale 7 Parker Road 1"=40' :. of 1 osterville MA 02655 At 595 Old Post-Road Date (508)420-3994 pesurv�opecod.net 20-3995 fox cop esurv@copecod. BARNSTABLE. (cotuit) MASS. 261JAN/11