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0266 PHEASANT HILL CIRCLE
�� � � i i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Q Parcel V M _ y�V ;��,.� 2 bi U�D p Application # Health Division Date Issued Conservation Division Application fee ee 50. Planning Dept. Permit Fe i t..3rt xip '. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner 11A4Address (�1� Telephone Permit Request -� MUD Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation LJ Construction Type Lot Size 10 50 �� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family M Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes C 1<0 On Old King's Highway: ❑Yes �o Basement Type: C(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 YElectric ❑ Other Central Air: 2/Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &n a Telephone Number �111� 17®"l Sul 1 Address ln i>a License # O(D Home Improvement Contractor# ��ffyr Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE �/ I ��,� ff1 .1 FOR OFFICIAL USE ONLY APPLICATION# i r DATE ISSUED • 6 "MAP/PARCEL NO. i i ADDRESS VILLAGE i OWNER k DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL-: PLUMBING: ROUGH FINAL i QAS: ROUGH FINAL i FINAL BUILDING ® SII V y , DATE CLOSED OUT ASSOCIATION PLAN NO. Aowhlsolar 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scoff.wyssling@vivintsolar.com October 13, 2015 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Re: Structural Engineering Services Mahoney Residence 266 Pheasant Hill, Cotuit MA S-4652416 8.58 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation. Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Sections (1 `and 2): Roof section is composed of 2x10 dimensional lumber at 16" on center with 2z4 collar ties every 16". The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 90 mph based on Exposure Category B and 33 and 30 degree roof slopes on the dwelling areas. Ground snow load is 50 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. WOWOH1 sol a r Page 2 of 2 B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 50 PSF = Live Load 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/2" thick and mounted 4 '/z" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 lbs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1 and 2): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64"o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members.• Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, (N OF • O� SC SUN VIL Scott E. Wyssling, P No, 507 MA License No. 5 07 A9o�9FcrsTEP� FSSIpNAL�N6 wo.wU n o solar A� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 12/05/2014 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 MARSH USA INC. NAME' 122517TH STREET,SUITE 1300 AICO N Ext: ac No): DENVER,CO 80202-5534 E-MAIL Attn:Denver.CertRequest@marsh.com I Fax:212-948-4381 ADDRESS: INSURE S AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:Zurich American Insurance Company 16535 Vivint Solar,Inc:Vivint Solar Developer LLC INSURER c:American Zurich Insurance Company Y 40142 3301 North Thanksgiving Way INSURER D: Suite 500 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002520219-01 REVISION NUMBER:2 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. I POLICY EXP LTRR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DDPOLICY/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY 14PKGWE00274 11/01/2014 11/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ CLAIMS-MADE M OCCUR MED EXP(Any one person) $ 5,000 X $5,000 Ded.81&PD PERSONAL&ADV INJURY $ 1,000,000 ( GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC $ B AUTOMOBILE LIABILITYBAP509601500 11/01/2014 11/01/2015 COMBINED SINGLE LIMIT 1 000 000 Ea accident $ X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNPER X HIREDAUTOS f AUTOS ED PeFIRoaccidZtDAMAGE $ A UMBRELLA LIAB X OCCUR 14EFXWE00088 11/01/2014 11/01/2015 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 riDED I I RETENTION$ $ C WORKERS COMPENSATION WC509601300(CA,HI,MD,NJ,NY,OR,UT) 11/01/2014 11/01/2015 X I WC STATU- I OTH- AND EMPLOYERS'LIABILITYTORY LIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC509601400(MA) 11/01/2014 11/01/2015 1,000,000 OFFICER/MEMBER EXCLUDED? � NIA E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Errors&Omissions& 14PKGWE00274 11/01/2014 11/01/2015 LIMIT 1,000,000 Contractors Pollution DEDUCTIBLE 5,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Ali CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 Main St THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis,MA 02601-4002 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD �I4 The Commonwealth o.f Massac/tusetts Department o,f'IndustriiW Accidents 7 O face of Investiigadons I Congress More$S'rute I0V Boston,AM 02114-26FI7 wwW.mdss gov1Jia Walrkers'Compensation Insurance Affid#Mt: Bnp&iers/Cemtr rs/Elect*ians/Plumbers A>=a nt W 9-rmatigg Man Qrge Iredbly Marne Busitress/Or Vivint.Solar Developer, LLC Acktress.3301 !Vomit Thw4isgiving Nay,Suite 50a C* t<eiti,.Ur 14043 Are? an employer?Cii am y®pr ' 'll�pr e p ye+ctFed? 4. t am a coatrxWr-and t 1. I am a ewer with . 6- 0 New eonstt cam employees(&a armor pa vtimyv have hwed tote subcontrutors: proprietorA liisted.ov the:at�d.sheet.. 'a'. 0 Rem®tleling. 2.[� L a€rr a stria or r= and ham W emplayees TMse su€-ceacwton hmrc working. for me in any amity.. fees mid have,Workers", � 0 li3�il�ng.a i4rr �0 woslters"aotuD'• itactce=. so�1Pi•.tarsu�ace:l i ed`.t 5. we arc a.eoporation atact its, MILD IEkerrical1 or additiens 1.0 1 am a home corm doing.SH li of em have otereised their 11.0>P. "pairs or a ttims vt ri .of exemption per MU r� �° eas"cam'` I2;,01iFoefwpirs ii surmee raf' it .j t c..ISZ §, (` and.we have.rw eMVlayeas;. 'wFrrfters'` 1 t3.�tamer ..iw=nee route j *Any wa tje sedibab¢law show;igtME�uadiepsf' ar�at �pot�sy/nu�aa�as Namem ms! indcaagdzyace&dngaff work .s��enfine:au�i+�eea�cn�etarsciausr.su8�n1!«�uwaE��ei�ii�ea4v�sucFn T,Coiwwtmtfiat GfieAfts box.mwAMaeltedamadil%uaaLsfieet*awfsg;thtameoRdiesub,carsau s erafie2t�arnottta eati es ernplayees.1P the sub cvat act s I e ,t�uauat.pto*&.their nee�eker�cesup;.petae_w m Aer: law an 1&a9& " terft> her ' nastiv�cee,�i�s e� r Pepe cy a �a8e afst Insurance CvgWaay NaRMZWU%ARNMean It7sttrr C099my Policy i,m1 :111112015 Job Site Acd&ess:- -- �-I' 'l �l �t� Ciws nits. &na Attack,a copy of the workers'compensation policy declarx ioa pugs(showing the poficy tuber au�d expiration date). Failure to secure coverage as required under Section:25A.of MGL c. 152 can lead to the 4nposition of erintirtaI penalties of a fine up to$1,500.00 andior ow-year unprisorament, as well as civil penalties,in the form of a STOP W 'ORDER and a fine of tip to$250.0€1 a day against the violator.. Be advice that.a copy of this statement my be forwardedla the Office of Investigations of the DIA for insurance coverage verification. 1 don hereby testify under the Pales and penahies of'pedwy that the infornWon'provided above is nazi and correct I,1/4f2014 Phone#: 801 2296459 Qfjkial arse only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): t 1.Board of Health 2.Building Department 3.Citr/Tow4 Clerk 4.Electrical Inspector 5:Pl.ambing Inspector 6.Other Contact Person: .. _ 1 Phone#: k a ' t: b► 4 M A.P fl-Air-11(ellle C� 0�ffke of Consumer A fl-fay l's Ic wiLd Business Regulation 10 Park Plaza - Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration, Registraffett' 1170849 Tyoe-, Su a s ftme f q Card WINT SOLAR DEVELOPILE,R LLC,. BRIEN LANGILL. 4931 NORTH 300MIEST PROVO,UT W,04 Updaw Addraw ad.rft'wrm a=&Mwt rem's fm dk=gF- SCA I C.- 20611-05i95 Addn" L-zli&wwsV 0 as jLast:Qwd- ar O'Covoww-A.Iftim*,ffwtvm"We VWb* Ewfew ar•repwaftoo Vallid for MdkAdd um A* k*c*tow nPirageo&". Vkwsa r4aw ft, Office©f Carawnwr AAWws and Vwkwo IbWAW*w t Vi e**jd=' 4901i AfCAM H1 W IMS)T X PROVO"W&404 Massachusetts-Department of Public Safety ,Board of Building Regulations and Standards License:CS-106675 f iS < Al BRIEN LAI NG� .1 N 312 UNION STREET IF,OF Hanover KA 02339 Expiration Commissioner 01/09=17 0 3301 N Thanksgiving Way, Suite $00, t•t ••• • Viwloflt. solar' + •ne:877.404.4129 1 Fax, 801.765.5758 RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT 10/16/2015 4652416 • I • • CUSTOMER • • NAME(Fast,WAIrr,feWl George Mahoney I 1 / t gmahoney266@comcast.net Oes r ., ►. (Des Qio PROPERTY INF• • i • STIMEIA"ES1 • • pheasant # rZIP • 02635 OUR PROMISES T'O YOII Ai no up-front cost to wou,we design and instag the saiar energy systertt • ttJe insure, maintain,r�uair,anc monitor the system at no additional cost to you • �'he energy rate e�dll netirer inerease by more than�.�b per year • A team o€professionals to take care o€the process YOUR 08LIGATIONS • Agree to pay€or the energy produced by the sotar energy system • quali€ied roof in goad corfc4iton • Assistance with any papensrork€or installation or operation of the system • A broadband internee connection DOCUMENTS THE AGAEEMENT INCtUDESTHE • s • * Power Purchase Agreement,including. - Exhibit .: Exhibitc Disclosures - the work* the Customer Packet,and ..yright 2e i j ,y NOTICE TO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO entitled to a completely filled In copy of this THE CONTRACT: Agreement, signed by both You and Us, before any i. Residential Solar Power Purchase Agreement, work may be started, ii. Exhibit A—Notice of Cancellation, F. YOU MAY CANCEL THIS TRANSACTION ATANYTIME iiL Exhibit B—State Notices and Disclosures, BEFORE THE LATER OF: (1) MIDNIGHT OF THE THIRD I iv. Customer Packet, and (3RD) BUSINESS DAY AFTER THE TRANSACTION DATE, v. Work Order(s). OR(R)THESTARTOF INSTALLATION OFTHESYSTEM OR These documents are expressly incorporated into this ANY OTHER WORK DONE BY VIVINT SOLAR DEVELOPER, I Agreement and apply to the relationship between You LLCON YOUR PROPERTY. IF YOU WISH TO CANCEL THIS and Us. CONTRACT, YOU MUST EITHER: (1) SEND A SIGNED B. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES AND DATED WRITTEN NOTICE OF CANCELLATION BY UNLAWFULLY OR COMMIT ANY BREACH OF THE REGISTERED OR CERTIFIED MAIL, RETURN RECEIPT PEACE TO REMOVE GOODS INSTALLED UNDER THIS REQUESTED; OR (2) PERSONALLY DELIVER A SIGNED l AGREEMENT. AND DATED WRITTEN NOTICE OF CANCELLATION TO: C. DO NOT SIGN THIS AGREEMENT BEFORE YOU VMNTSOLAR DEVELOPER,LLC,3301 N THANKSGIVING HAVE READ ALL OF ITS PAGES. You acknowledge that WAY, SUITE 500, LEHI, UT 84043, ATTN: PROCESSING You have read and received a legible copy of this DEPARTMENT. SEE THE ATTACHED NOTICE OF Agreement;that We have signed the Agreement, and CANCELLAMON FOR AN EXPLANATION OF THIS RIGHT. that You have read and received a legible copy of every THE LAW REQUIRES THAT THE CONTRACTOR GIVE YOU document that We have signed during the A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. DO negotiation. NOT SIGN BELOW UNLESS THE CONTRACTOR HAS D. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO GIVEN YOU A `NOTICE OF THE THREE-DAY RIGHT TO A SALES REPRESENTATIVE. CANCEL' E. DO NOT SIGN THIS AGREEMENT IF THIS G. You have the right to require us to have a AGREEMENT CONTAINS ANY BLANK SPACES: You are performance and payment bond. I VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Printed Name: Bradley Hof hines Printed Name- George Mahoney i Salesperson No.: 94506 sy: . Printed Name! Federal Employer ID No.: 80-0756438. State and Local License Nos.: A2: ROC-288627; CA: C46/C10.973756; CO: EC-0100200; CT: HIC-0634382, ELC01.89635-E1; DE: T1-0006038; FL: EC13006740; Hl. C13-CT-33444; I LA: EC-59753; MA: HIC-170848, EC-13141A MD: HIC-130385; NJ: HIC-13VH06589300, EC-34EB01108500, NM: EE98-385223; NV: EC-0080170; NY: Nassau Co. H24099100, Putnam Co. PC6914, Rockland Co. H-11972-40-00-00, Suffolk Co. 51228-H, 49592-ME, 'Westchester Co. 26664-H14; OR: CCB-196558, BCD-CLR28; PA: HIC-089970; UT: S200/S202-8694003-5501;Washington DC: HIC-420213000052, ECC-903277. Copyright 0 7011 201.5 Vivint solar Developer,LLC All Rigrts Reserved PFA t6/Z015.,0.1) 1 Page 14 EXHIPIT :. NOTICE,OFCANCELLATION (Customer Copy) Transaction Dote: 10/16/2015 Service 1Uo.: 4652416 YOU MAY CANCEL THIS TRANSACTION,UTHOUTANY PENALTY OR OBLIGATION,WITHIN THREE(3)BUSINESS DAYS OF THE ABOVE DATE, OR (IF LATER) UNTIL THE START OF INSTALLATION OF THE SYSTEM OR ANY OTHER WORK DONE BY VIVINT SOLAR DEVELOPER, LLC ON YOUR PROPERTY. IF YOU CANCEL,ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BYYOU UNDERTHE CONTRACTOR SALE,ANDANY NEGOTIABLE INSTRUMENT EXECUTED BY YOU WILL BE RETURNED WITHIN TEN(10)BUSINESS DAYS FOLLOWING RECEIPT BY THESELLER OF YOUR CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT Of THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE,OR YOU MAY, IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER`S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN TWENTY(20)DAYS OF THE DATE OF YOUR NOTICE OF CANCELLATION,YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOON TO THE SELLER AND FAIL TO DO SO,THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, OR SEND A TELEGRAM,TO VIVINT SOLAR DEVELOPER,LLC,AT 3301 N THANKSGIVING WAY,SUITE 500,LEHI,UT 84043, ATTN:PROCESSING DEPARTMENT PRIOR TOTHE LATER OF: (1)MIDNIGHT OF THE THIRD(3rd)BUSINESS DAY AFTER THE TRANSACTION DATE, OR (1I)THE START OF INSTALLATION OF THE SYSTEM OR ANY OTHER WORK DONE BY VIVINT SOLAR DEVELOPER, LLC ON YOUR PROPERTY. I HEREBY CANCEL THIS TRANSACTION DATED: Custome.es Signature: Copyright 0 2011.2015 Vivint Solar Developer,I.M All R'sghts Reserved. PPA 1612015,0.1) 1 page 17 k N � 0 � o .0 60 OF 1"PVC CONDUIT U in FROM JUNCTION BOX TO ELEC PANEL _ LO, •�=ry W o 00 M 2D >F Q0 - PV SYSTEM SIZE: N Cwoo �+ Q8.580 kW Dl, V INTERCONNECTION POINT, INVERTER,ANSI METER LOCATION, LOCKABLE DISCONNECT SWITCH, I &UTILITY METER LOCATION I O CDM I JUNCTION BOX ATTACHED TO L N ARRAY USING ECO HARDWARE TO I KEEP JUNCTION BOX OFF ROOF (33)Trina Solar TSM-260 PD05.08 MODULE V 'o cn LU cu I I y J I L a I I coa W > > �L.Lj w z wW U) w w z m to � 3 v� rnaga z ?1 MIDI SHEET — CD NAME: N � a � J SHEET NUMBER: PV SYSTEM SITE PLAN o SCALE: 1/16"= 1'-0" > U 0 � o N U N ry ♦L) W CKN O m M�� d=Z 01 �\ ="Z \{/OVO SKYLIGHT(S O ry TIE INTO METER# 2451995 CC G � u� /1�� 0 PV STRING#2. fc� m 16 MODULES O� o w 00 0 9 J ry R d � O � � cq0 � 0 — o: co w U a Z m LU J Z � W Z W .. W W Z m J J W Z U J Q z z min Roof Section 2L—PLUMBING VENT SHEETS) NAME: Roof Azimuth:289 Roof Tilt:30 LL Z V STRING#1: O Q 17 MODULES O Roof Section 1 Roof Azimuth:199 Roof Tilt:33 SHEET NUMBER: \----COMP.SHINGLE PV SYSTEM ROOF PLAN o N SCALE: 3/32"= V-0" > a- CLAMP MOUNTING " SEALING � PV3.0 DETAIL WASHER LOWER fn_MN U�n SUPPORT N=o m ® ���_ oZ PV MODULES, TYP. MOUNT ''~ "''''' "rt'""' "``' C°�° OF COMP SHINGLE ROOF, FLASHING < PARALLEL TO ROOF PLANE 2 1/2" MIN CU5 5/16"0 x 4 1/2" PV ARRAY TYP. ELEVATION MINIMUM STAINLESSSTEEL LAG SCREW NOT TO SCALE TORQUE= 13±2 ft-Ibs CLAMP ATTACHMENT NOT TO SCALE 0 " - O a CLAMP+ 9 d ATTACHMENT CANTELEVER U4 OR LESS OO COUPLING L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE N MODULE CLAMP SPACING. o a PERMITTED COUPLING CLAMP+ CLAMP CLAMP o ATTACHMENT r w - COUPLING SPACING PHOTOVOLTAIC MODULE ? w Z W W. W Lu Z > J J Z Co z J J V Z co U) J G fn Z z Q Z g o H, SHEET NAME: L=PORTRAIT CLAMP SPACING Z ECO g L=LANDSCAPE MODULE PV PV SYSTEM MOUNTING DETAIL SHEET CLAMP SPACING NUMBER: 0 MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE 1 c'M NOT TO SCALE O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of connection AC outing Curren 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air sso.e(B)( Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size t Rated for max operating condition of inverter Accoding Nec 39.58 Amps 1 Solar Edge Cable )(t> NEC 690.35 compliant Nominal AC Volta a zoo Volts ens all ungrounded Conductors 9 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air o d s U 2 THWN-2 10 AWG 4(2-V+,V-) PVC 1" * p THIS PANEL FED BY MULTIPLE SOURCES c o (UTILITY AND SOLAR) 2 THWN-2-Ground 8 AWG 1 PVC 1° 3 THWN-2 8 AWG 3(1-L11 1-L2,1-N) PVC 1° Notes: SE7600A-US-U Inverter Specs: N=x� 3 THWN-2-Ground 8 AWG 1 PVC 1" Wire size and breaker calculations dependent upon CEC Efficiency 98% =o m inverter Continuous Maximum output. 4 THWN-2 6 AWG 3(1-1-1,1-L2,1-N) PVC 1" AC Operating Voltage 240V z Example:SE38000A-US-U Max Output=16A � - 4 THWN-2-Ground 8 AWG 1 1 PVC 1" <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 32A each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current 23A o be determined with 16A Max for each inverter. U Solar Edge Optimizer Specs: a ALL CONDUCTORS P300 DC Input Power 300W CU SHALL BE COPPER DC Max Input Voltage 8-48V DC Max Input Current 12.5A Design Conditions: DC Max Output current 15A ASHRAE 2013 Max String Rating 525OW Highest Monthly2%DB Design Temp 35.6°C. Module Specs: Lowest Min.Mean Extreme DB -17°C Trina Solar TSM-260 PD05.08 33 PV MODULES PER INVERTER=8580 WATTS STC VOC Temp coefficient V/°C 1 STRING OF 17 PV MODULES Short Circuit Current(Isc) 9.00A 1 STRING OF 16 PV MODULES Open Circuit Voltage(Voc) 38.2V System Specs: Operating Current(Imp) 8.50A �a Max DC Voltage 500V Operating Voltage(Vmp) 30.6V Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A �® ° �s 17 P 9 9 9 � w 1 Max.DC Current per String 15A STC Rating(Pmax) 260W �e - - + - - Nominal AC Current 32A Power Tolerance -0/+3% - *CONFORMS TO ANSI C12.1-2008 EXISTING SUPPLY-SIDE L L2 N ENTRANCE SOLAR TAP CONDUCTORS NEC 705.12(A) M RATED:200A 0 0 15 16 A SOLAREDGE Q yl SE7600A-US-R m (j O Q + - + - + INVERTER' - Z m = Square D#D222NRB > W 60 A124°V FUSED NEMA3 Z W SOLAREDGE OR EQUIVALENT 200A _ w IX Z m DC SAFETY I My SWITCH U 3 t\ SOLAREDGE 40A i z a `P300 OPTIMIZERS SHEET EXISTING NAME: 240V/200A AC Ui �. ----------------- - --------—--------------— c LOAD-CENTER K VISIBLE WITH 1-40A FUSED A Q LOCKABLE DISCONNECT 'KNIFE'A/C n JUNCTION BOX DISCONNECT L+ SHEET WITH IRREVERSIBLE NUMBER: GROUND SPLICE r W U C N 7 wU nN �=Nw LL <j W�U5 THIS ROOF SECTION NOT USED.USAGE CO COMP.SHINGLE WAS REACHED WITH OTHER SECTIONS. s e , w � THIS ROOF SECTION NOT USED.USAGE `�+ �A►„ WAS REACHED WITH OTHER SECTIONS ROOF SECTION 2 Az:289 Ti:30 33 MODULES 9fi THIS ROOF SECTION'S TILT/AZIMUTH ARE + UNABLE TO PRODUCE MIN 800 SUN HOURS 5 o ✓ ` � o fi v v 1O o � M oQ z w = > 03Q w z w w z m If m z z Q � o SHEET i 'i ♦ NAME: Z U OOF SECTION 1 W O Az:199 Ti:33 0 J 8 MODULES SHEET USAGE CONSTRAINT NUMBER 93.6% CUSTOMER USAGE OFFSET O EcolibriumSolar Customer Info Name: 4652416 Email: Phone: Project Info Identifier: 52747 Street Address Line 1: 266 Pheasant Hill Cir Street Address Line 2: City: Cotuit State: MA Zip: 02635 Country: United States System Info Module Manufacturer: Trina Solar Module Model: TSM 260-PD05.08 Module Quantity: 33 Array Size (DC watts): 8580.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: SE760OA-US (240V) Project Design Variables Module Weight: 43.0 Ibs Module Length: 65.0 in Module Width: 37.0 in Basic Wind Speed: 100.0 mph Ground Snow Load:40.0 psf Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 Ibf Lag Bolt Design Load - Lateral: 288 Ibf EcoX Design Load - Downward: 722 Ibf EcoX Design Load - Upward: 765 Ibf EcoX Design Load - Downslope: 297 Ibf EcoX Design Load - Lateral: 233 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): 1 Roof Shape: Gable p Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 16.0 ft Roof Slope: 33.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.68 0.68 0.68 Roof Snow Load 22.8 22.8 22.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 22.8 22.8 22.8 1 psf Downslope: Load Combination 3 11.8 11.8 11.8 psf Down: Load Combination 3 18.2 18.2 18.2 psf Down: Load Combination 5 13.8 13.8 13.8 psf Down: Load Combination 6a 22.9 22.9 22.9 psf Up: Load Combination 7 -11.1 -13.3 -13.3 psf Down Max 22.9 22.9 22.9 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 70.4 70.4 70.4 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.5 23.5 23.5 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 53.1 53.1 53.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.7 17.7 17.7 in EcolibriumSolar Layout Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 8 Weight of Modules: 344 Ibs Weight of Mounting System: 106 Ibs Total Plane Weight: 450 Ibs Total Plane Array Area: 134 ft2 Distributed Weight: 3.37 psf Number of Attachments: 53 Weight per Attachment Point: 8 Ibs EcolibriumSolar Plane,Calculations (ASCE 7-10): 2 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft . Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 16.0 ft Roof Slope: 30.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.73 0.73 0.73 Roof Snow Load 24.5 24.5 24.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6. psf Snow Load 24.5 24.5 '24.5 psf Downslope: Load Combination 3 11.9 11.9 11.9 psf Down: Load Combination 3 20.6 20.6 20.6 psf Down: Load Combination 5 13.9 13.9 13.9 psf Down:Load Combination 6a 24.8 24.8 24.8 psf Up: Load Combination 7 -11.1 -13.2 -13.2 psf Down Max 24.8 24.8 24.8 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 67.8 67.8 67.8 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.6 22.6 22.6 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.2 51.2 51.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 17.1 in EcolibriumSolar Layout Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. 0 Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 25 Weight of Modules: 1075 Ibs Weight of Mounting System: 106 Ibs Total Plane Weight: 1181 Ibs Total Plane Array Area: 418 ft2 Distributed Weight: 2.83 psf Number of Attachments: 53 Weight per Attachment Point: 22 Ibs EcolibriumSolar Bill Of Materials Part Name Quantity ECO-001_101 EcoX Clamp Assembly 53 ECO-001_102 EcoX Coupling Assembly 40 ECO-001_105B EcoX Landscape Skirt Kit 3 ECO-001 105A EcoX Portrait Skirt Kit 5 ECO-001_103 EcoX Composition Attachment Kit 53 ECO-001_116 EcoX Flat-Tile Flashing 0 ECO-001_117 EcoX S-Tile Flashing 0 ECO-001_118 EcoX W-Tile Flashing 0 ECO-001_363 EcoX Lower Support-Tile 0 ECO-001_109 EcoX Electrical Assembly (optional) 2 ECO-001_106 EcoX Bonding Jumper Assembly 7 ECO-001_104 EcoX Inverter Bracket Assembly 0 ECO-001 338 EcoX Connector Bracket 0 ECO_001-359 EcoX Lower Support- Low Slope 0 I TOWN OF BARNSTABLE,BUILDING PERMIT APPLICATION Map - Parcel 11 02. 0 36) ` r Application # a6 (6 6 Health Division �``� Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Ii Date Definitive Plan Approved by Planning BoardC)!�7 VV Historic - OKH Preservation/ Hyannis ' �� Project Street Address Village CO TO /T Owner C67-0l? 4fWVtr /Mt6//_)tf GZ-C- Address gd 95' �✓ � '��(,� Telephone 7.71 Permit Request 7-6 C�_)57R!/f_T 4 3 BAP_4d, Z g Yf70 ��9�✓e� !,� �T!-1 �9/'' CAR a49 196E Square feet: 1st floor: existing proposed 2nd floor: existing proposed Alm—Total new �SUO Zoning District 100—F Flood Plain Groundwater Overlay Project Valuation Y-20" dZ75 Construction Type (0110b )RRn_f f_ Lot Size `e, Of Grandfathered: ❑Yes & to If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family units) Age of Existing Structure A450 Historic House: ❑Yes ®'No On Old King's Highway: ❑Yes �lo Basement Type: 2'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: existing3-new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: UGas ❑ Oil ❑ Electric ❑ Other Central Air: &fYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®(No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing L),new-•-isize_ Zvr-ZZ , Attached garage: ❑ existing Inew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ • .� Commercial ❑Yes a(No If yes, site plan review# a ` ,= Current Use VA6,A IT LO Z' Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /10 11-1 1 AA a,�A Qm6__ Telephone Number 7 7/ Address -�. 16a� 9 i5- License# Home Improvement Contractor# Worker's Compensation # k)fFo073Y06"t6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE r--f DATE l 12-3/1U FOR OFFICIAL USE ONLY _ . APPLICATION# bATE ISSUED 4MAP/PARCEL NO. ADDRESS VILLAGE t OWNER DATE OF INSPECTION: FOUNDATION 166 l u— ffto v !G It L YL r I FRAME fE /6 ¢!2we,, INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Moe (.,14(a DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations ' a 600 Washington Street Boston,.MA 02111' wivw.mass,gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organization/Individuol): ��S I��" A/C . Address: City/State/Zip: CEAILI Phone.#: Are you an employer?Check the appropriat�e b : :Type of project(required):. 1;❑ I am a employer with 4• u j am a general contractor and I 6. []New construction . employees (full and/or part-time).* • have hired the sub-contractors 2:❑ I am a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition 'workin for me in an capacity, employees and have workers' g y p tY 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.❑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 13.❑ Other employees, [No' workers' comp.insurance required,] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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•#: ��oD7�J 1��6"� Expiration Date: Job Site Address: o?IP� �"� � HILL •.G��� City/State/zip:CVVIT' M4 026VS. Attach a copy of the workers' compensation policy declaration page'(sbowing 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 tip 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 thq violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification Ido hereby certify under the pains•and penalties ofperjuty that the Information provided ab/ovg Is true and correct. Signature ����� Date Phone#• 7 7 1—L 10 cl G 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#: Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp All Cape Garage Door 06101104 10107111 06101104 06101111 Aluminum Products of Cape 08115104 08115111 08115104 08115111 Anthony Averinos 07120104 04106111 07125104 07125111 Besse Landscape&Nursery 04130107 04130111 05118107 07117111 Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper 02107108 02107111 04104108 04104111 Cape Cod Marble&Granite 07101105 07/01/11 08116105 08116111 Cape Concrete Forms 06105107 08112111 12107107 06108111 Carpet Barn Inc 01101106 05101111 01101105 01/01/11 Casella Waste Management 04130108 04130111 05101108 05101111_ Central Vacuum House 12101105 12101110 01101107 01/01/11 Chaves,Robert 08113104 08113111 12117104 12117110 Christopher Costa,Inc. 01122108 08105111 02106107 02106111 Cornerstone dba Tony Arede 03110106 10122111 03117106 02101111 Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/01/11 Davids Building&Remodel 01101107 01/01/11 06114104 06114111 D.P.Fuccillo Construction Inc. 10120106 10120111 10120108 10123111 Fast Glass Service 08108109 08108111 04107109 04107111 Govoni Land Services 05131104 06122111 07104104 06122111 Hill Construction 04129107 04129111 08114104 08114111 Joyce Landscaping 11115104 11115110 11115105 11115110 Kitchen Appliance Mart and 08112104 08112111 01101105 01/01/11 Electronics L&M Glass Co,Inc 05101104 05101111 05101104 05101111 MacDonald Concrete Finishing 01109104 01109111 04107104 01109111 MAP Insulation 10101107 10/01/11 10101107 10/01/11 Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110 Meagher Construction(ROOFER) 06119104 03113111 06123104 06123111 Morse's Masonry 03110107 03110111 10111108 10/11/11 New England Concrete Solutions 04101110 04101111 03123110 03123111 New England Home Technologies 01122110 01122111 01122110 01122111 Northern Sealcoating 10101107 10/01/11 04101107 04101111 Northside Design Associates 01115107 01115111 11130106 11130110 Pastore Excavation Inc. 06105108 06105111 10112108 10112111 Pro Fence Co.,Inc. 03126107 03126111 03126107 03126111 Reed,Mel 07121104 07121111 07121104 07/21/11 Sprinkle Home Improvement '07101108 07101111 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125111 04125104 04130111 Anthony Spagnuola dba Spags 04102107 04102111 08111107 08111111 Viola Associates Inc. 04129108 04129111 04129108 04129111 Walpole Woodworkers 10115106 10115111 10115106 10115111 Whiteley, W. Vernon 10101104 10/01/11 10103104 10103111 Wood Floor Specialists 02103108 1 02103111 1 02103108 1 02103111 Page l of I Qf YHF Town of Barnstable. r�ti Regulatory Services Thomas F. Geiler,Director rw+A, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 tY w.town.barnstable.ma.us Office: 508-862-4038 Fax: 502-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I �pTUtT�Q(�lT�t /�/E ��� • • as Owner of the subject property hereby authorize 6 AYS /7-V g a JI)AI J G I-Al C to act an my behalf, in all matters relative to.work authorized by this building permit application for: . o2�F ?,4 511x/r Iq i-z- C/,4CLff/ 'C'd Ti/ir (Address of Job) Signature of Owner Date K12 MIJ T. VACS/ Print Name - Q TORM S:O WNERPERMIS S ION : — Massachnsetts Department of Public.S°a.fetr I Board. f 8.uiltlin,Re�ntl atinns anti Standard-s Coatructrt SgrriSx;r License License: CS• 5645: R25trictedto 00 �t ''�' BRIAN T bM.EY k PO BOX 95 = dr ' CENTERVILE MPA.Q2632 '. J �� ` Expiratton: .4/19/2012 x .. t umma.sirretcn TrT; 21209 s' x. Restricted to::.00 i 00- Unrestricted 1G-1 2 Family Homes i Failure to possess a current edition of the Massachusetts State Building Code i is cause for revocation of this license. Refer to: WWW.Mass.Gov/DPS AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist.for Compliance(780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL, COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).... ......... ......... .....:. . .. . ................................110 mph Q Wind Exposure Category.........................................................................:...........:............... . .......B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) .................................................12<_12:12 Q Mean Roof Height .................................. ......... ......... .......(Fig 2).. ........ ... ............................16 It <_33' Q BuildingWidth,W ..............................................................(Fig 3) .................................................. 42 ft <_80' Q Building Length, L ................................................................(Fig 3),._..:.............:..........:.................._62 ft <_80' Q Building Aspect Ratio(L/W)................................................(Fig 4).:...............................................1.5- s 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)............:....................................6'-8"<_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections.....::.............(Table 2).........:...................................................... Q 2A FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................... ...............:....:::............:.........................:..:.................................. Q ConcreteMasonry............................................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing.-general ................... (T ).............. ........ able 4 ...............................................:... 32 in. Q Bolt Spacing from endfjoint of plate .............. .... ........(Fig 5)...............,i.....:................:12 in.<_6"—,12" Q Bolt Embedment—concrete....................:........I...........(Fig 5)..................................................7 in.>7" Q Bolt Embedment—masonry.............................:...........(Fig 5)........................................... in.z 15" N/A Plate Washer.................................................. ............(Fig 5)...............................................>_3"x 3"x%" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780.CMR Chapter 55)................................:... Q Maximum Floor Opening Dimension..............................:....(Fig 6).....................:...............................9 ft<_ 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....,............................................._ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8).................................... ft <_d N/A Floor Bracing at Endwalls........................................ .........(Fig 9). ............................................. .............. Q Floor Sheathing Type ...........................................:............(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ......................... ........ .........(per 780 CMR Chapter 55)....... ...........:....314 in: Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................... .............(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls......::.... ....e... .................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing .................................................:......(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)......................... .................. ft sd N/A fi AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301:2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....::......::..........:...............................(Table 5),.....,...................................2x6-8 ft 0 in: Q Non-Loadbearing walls..............................................:.(Table 5)..:.....................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs....:.......................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).................------....................... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @.6 ft.o.c. .. (Fig 11)............................... .................:............. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ...............:..............................:.:........(Fig 13 and Table 6).........................................8..ft Q Splice Connection(no.of 16d common,nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)........ ......... .........(Tables 7)....,........:.............:.....I...........................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)...... ..:......................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans .......................................................:(Table 9).,........................................3 ft 0 in.:5 11' Q Full Height Studs (no. of studs)...................................(Table 9)...................................................... ......3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................................:............................(Table 9)..................................:.......:9 ft-0 in.:5 12, Q Sill Plate Spans...........................................................(Table 9).................................._ft in.<_12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing.to-Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............ ............................................................V-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.......... ..............................(Table 10)...........................................:.;..:....12 in. Q Shear Connection(no.of 16d common nails)(fable 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table..10)........................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......:.............. Q Maximum Building Dimension, L Nominal Height of Tallest Openingz........:......:...:.............................................:...6,-8"<6'87 Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11)......................................................12 in. Q Shear Connectiom(no.of 16d common-nails)(Cable 1-1)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)........................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............:.:...................:.....:.......:.::..........................._............................................. Q r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (Igo CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)................................................U=236 plf Q Lateral.............................................(Table 12)......... ........ ...._.....'L=176 plf Q Shear..............................................(Table 12)................... .............S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= pif N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............:..............................: U= lb. N/A Lateral(no.of 16d common nails)...(Table 14)........ :..._...................L= lb. N/A Roof Sheathing Type......................................... .........(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure.5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv: On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment f� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so cMR 5301.2.1.1)1 --MEN THIB EDGE RESTS ON FF AMING MEW NAILS AT 6b.c ---------------- 41 11 11 1/ 1 u 1-I i �1 11 1 1 1 11 11 I r II 11 11 11 11 11 1 iI 11 1� '�r r O tl It F 11 It m IL m CD 11 it n Fm Q I 0 fl Ir � 1 •- - Uj � 1! Q it 1 1 a 1 _j 1/ Q II it 1 I n- 11 1 u t 11g1 n rl !1 tl tl t LIU {- -- 4OU6LE EDGE `----- NAIL$PACNJf3 PANEL 1`I Y See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMx 5301.2.1.1)1 a 1 1 1 1 1 1 1 si { 1 FRAMING MEMBERS 1 i EDGE MR E MEMTE - 1 1 1 � Z — STAGGERED 3"m--K HNL PATTERN PANEL PANP EDGE DOUBLE NAIL EDGE SPA{AIG WrAL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.3:1 Compliance Certificate( Project Title: THE SURFSIDER MODEL - Energy Code: 20091ECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 6137. Climate zone: 5 `. Construction Site: .Owner/Agent: Designer./Contractor: COTUIT MEADOWS BAYSIDE BUILDING;INC. • . . • .. •ff Compliance:10.8%Better Than Code Maximum UA:250 Your UA:223 µ The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off roles. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code homg; , p Gross • Assemblyor or D•• Perimeter • TOTAL CEILING:Cathedral Ceiling(no attic) 1482 38.0 1.5 38 Skylights:Metal Frame with Thermal Break:Double Pane With 16 0.310 5 Low-E TOTAL WALL:Wood Frame,24"o.c. 1,F20a; 21.0 15. 78 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 100 0.310 31 Door 1:Solid 42 0.280 ;12 Door 2:Glass j 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 " 30.0 1.5 46, Compliance Statement: The proposed building design described here is consistent wkfi the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the.2009 IECC requirements in REScheck Version 4.11-and to comply with the mandatory requirements listed m 16 REScheck Inspection Checklist. t. Name-Title Signature. Date r Project Title: THE SURFSIDER MODEL Report date: 12/23/10 Data filename: C'.\Program Files\Check\REScheck\SURFSIDER.rck Page 1 of 4 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-38.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-21_0 cavity+R-1.5 continuous insulation, Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double.Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity+R-1.5 continuous 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 that are sources of air leakage are sealed with-caulk,gasketed;weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,.on exterior walls behind tubs/showers,and in openings between 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 caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating-conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists;a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 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 or joints in the air bamer are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title:THE SURFSIDER MODEL Report date: 12/23/10 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 2 of 4 F (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (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 plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum. skylight U-factor of 0.75.New windows and doors separating the sunroorn from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Lj Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that 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 provided. Insulation R-values,glazing U-factors,and heating equipment efficiency 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 envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. " All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints-for round metal ducts have a contact lap of-at least 1/2 inches and`are fastened with,a minimum of three 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.portion of the 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: ` (1)Postconstruction leakage to outdoors test:Less than or equal to 118.6 cfm(8:cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 177.8.cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 6.1'inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 88.9 cfm-(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 59:3 cfm(4 cfm per:1.00 ft2 of conditioned floor area). Temperature Controls: Lj At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). . Circulating Service Hot Water Systems: Lj Circulating service_hot water pipes are insulated to R-2. Project Title: THE SURFSIDER`MODEL Report date: 12/23/10 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 3 of 4' Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the.circulating pump when the 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: l] Heated swimming pools have an on/off heater switch. ❑ 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. " Where pumps operate within solar-and/or waste-heat-recovery systems. . l] Heated swimming pools have a cover on-or at the water surface.For pools heated over 90 degrees f(32 degrees C)the cover has a 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 watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and?=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls.capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: t] A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: THE SURFSIDER MODEL Report date: 12/23/10 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 4 of 4_ 2009 IECC Energy Efficiency Certificate Ceiling/Roof 39.50 Wall 22.50 Floor/Foundation 31.50 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Heating System: Cooling System: Water Heater: Name: Date: Comments: SMOKE DETECTORS VIEWED IN • -- -_— --- -- NGDEP D E V LE BUI DI T. _ __MENT DATE E REQUIRED FOR PERMITTING En _ Z v LL ®E3 wi o �i ©1=3©0 M00 g�j o FRONT ELEVATLON �• a . Z 5CALE� 1/4' I'-O° • w J - -- - — — W[El N _ - - -- - - — Z. J A =❑ - _----- - H Wad � 'a — �Qv# J I J SWEET REAR ELEVATION AlCALE: 1/4" - 1'-0" �.! JOB: 10^6 DRAWN BY: K1V ' - DATE. 12MI/i0 N C Q in s- _ , 12 Ld - L _ 00 F If1 V LL o cry L L---J RIGHT ELEVATION � m SCALE: 1/4' - I'-O" - - - • w I U LY V N Z J 1 ---- - w x p ap -- _ — N i-w - -- --- - — -- w Q to H Q zn%` w y ® m� $NEST LEFT ELEVATION �� SCALE: VA' - I'-O° . .103: I036 DRAWN BY: KV. NOTE, TOR TO REFER (Y� 4'-4° 8'-4° 12'-O° i3'-8° 10'-6° m CM 110 X B AND - ---_ CHE LIST FOR ADDITIONAL -- _ - HIGH IND TECHNIQUES N _-.-- -_ RELA EO TO THIS PLAN O 16'-O°---- - SHEAR WALL COMP TANG& Z d< -- --- -- --- ICI --- --_---- -- W. WX OF EACH i 4ALL RUN -- --- VERTICAL SH THING WITH — __--------_ - _ _ __ 8d NAILS 3 E/121 FIELD (4)16d NAILS F ER FT BOTTOM PLATE. _J n La 15%OF EACH P ALL RUN �1 S� VERTICAL SH THING WITt-I Z W 8d NAILS 31 E E/12" FIELD W O (4)I6d NAILS PER FT BOTTOM PLATE. U) Ld LL 2fi TH ` _ O 12'-0°CATHEDRAL PKT r V f06 I I Vs 606 PWCNZ 11'-O•CATHEDRAL MASTER BEDROOM E I - st:YL1GHE BEDROOM #2�_ ? U - OAK -- -------- W — CARPET _ $ hS 15'-8° 5� - I 22'-6 1/2° 5-3 I%21' 13'-O° � nLe I ® a FIAT I L4'-W CATHEDRAL BATM sy O o (2)18•LVL. o ;oa -KITC44EN I LINING rl 2 1/8°E z 80 x 60 In -—- STRUCTURAL L°R RIDGE D m u OAK I OAK '�-�"� 2& Tw 44Io `- T :�• ' / z so i/8•z 6o T 8• ! \ I ' 0 • 6'-8° 16 t =t1 .c 1 3-9° 3'- 3' 13'-10 I/2° � Tit <9 3/4°2-3 _ TW 24410 _ to OAK '�4U 2$ ® O (2)18•LVL_ N n Y• m 2p 22 29 2Q ON ANTRY 'C�1 tr STRUC•fURAL RIDGE PA CONT 4xRALAM ......: • h y .. _ PU TO 2� P n RIn,PE 1 _ 4'_7° ' 11n^ ^A 1/B•x 60. I oF..a.... ... 2 14'-0°CATHEDRAL ® o J o & LIVINGu'-0•CATHEDRAL°OAX o 54 1/2•x 62 1/2• 2a ! BEDROOM #3<-" `v v V 28G8 9 UTE 'I < CARPET 6 Ill J UP ————— — 501'7—n TRAN PHONE V J 3 i -ABOVE ii ABODE BPSE CPH. TV " Zlu Q� m v gala 4SI a� w - Q 68 e/a•x 21• z SB w Q WI'X12 BTEeL ABODE a Q .... .,.,.. ... r�._.., .„ F'v TW 24310 p 4 2 �- Q W I/B•x 45 T/W GARAGE c $ $ O (L ;- CONCRETE SLAB V PITCH TOWARD DOOR >_ o • J(O J 7x16'O.H.D OM J CONCRETE APRON SHEET SEE SHEET A/b FOR PRANARRINrOW DETAILS LL FOR NARROW WALL BRAGNG ,Z'-O^ 16'-0° 2'-0" 12'-71 9'-0" 4'-B" 6'-6" 4'-B" AB . 2'-10° 20'-01 24'_2u 15'-0° -JOB- IOB6 62'-O° - DRAWN BY, KW . DATE: 12/21/10 °1 v 62- 4'-0" - 32'-e W-0" e'-2° r-----.--------------- ♦♦oI1 m®a I. �z-axa cIaDR I .. GALV.METAL POST ANO40R - s I 10°-ONO TUBE,PIER TYP. _ �I _ W �0WAS I W I 16'Beco I `I 00 (BULKHEAD 0 I 11a^E 7 I ® In r -- -j j I -L------ — — U LL Im Q I I . I I 10 x7-A" CONCRETE WALL REAR WALL ONLY - 1 j - 20"x10° CONT. 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I WJ3 I3'-2° 8-2z12 STRINGERS I - Z 6 5ASEMENT - 1 0� n 4' I N Z 1/2'CONCRETE S _ e T'-°Y CONC.WALLS to Q Z DAMP PROOF BELOW GRADE (Y N L- 1 p .- i IL L5 .d O Q��.. W N 3 N Z n-a GROSS SECTION SCALE,v4'.r-a J in O F SHEET A15 JOB, 1086 DRAWN HY, KW DATE: 12/21/10 1 W N ¢¢��y O STAGGER - - INTO ER PLATES <ATES - LID 2x6 D51-TOP PLATELo EMEND HDR TO CORNER 2x6 DEL TOP PLATE Lo PULL HOT.STUDS J J _ JACK STUD nnS NAIL - VERTICAL - TO 5TM OF"DI Pmi O 9TRUCTURAL PANEL - - - 1,2 ROWS OF 16d.NAILS � - NAILED Ed COMMON 0 3°O.G. - O B.O.C,EDGE y AND 12•IN FIELD STRUCTURAL PANEL b NAILED Bd COMMON HEADER CONTINUOUS HEADER - • 0 9°O.C.EDGE AND FIELD 0 MULTIPLE OPENINGS w U ►L. SIMPSON PHD(14 6A - o DOOR TRIMMER STUDS STAGGER NA I LIN : : e -`• x1'!i� A INTO BOX AND SILL 2-5/6°ANCHOR HOLT9 • e w/BNS'PLATE WASHERS ® is d >- IsaM N O I � Z NARROW WALL BlkACING AT GPAGE DOOR SILL TO PLATE UU/ WOOD STRUCTURAL PANELS SCALE.N.T.9. SCALE,N.T.S. W J JOINT DESCRIPTION reaseR w wlr�x a. 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I G t8.9 m GN 0'9O6FJI'Fl6D CIECATBR smx P roe Im a—w F— JOB: 1036 DRAWN BY, KW DATE• 12/21/10 Town of Barnstable Building Department - 200 Main Street t ELARNST"LE. # Hyannis, MA 02601 9�b 1639. �' (508) 862-4038 RFD MA'I A Certificate of Occupancy Application Number: 201100022 CO Number: 20110083 Parcel ID: 002002030 CO Issue Date: 06/14/11 Location: 266 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed �, �`['° � �� �S �,3� � � +�v2 jet sC'ii �S �., t��q��� •`' � � ( y'C p° " Y' � '� a ' . .mr !e rr <„ Ee: �3. ira..- .a .rFJ R„w. v?#' - I,� (� 1� Sd tj, �; 1f - t� �% •m,✓r'S��es ��:�.�F 1�. 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I.C°._..?s TO l..,.,,..f.:.,..'=t`yJ$F'?'4 a.:S.i]f�'?,iL�iES���'��i?__� �.'�'.(.?..,�.. + '.�.�,>fr_x°s�� i.:`.���'e ,_,..<.�...F r.T;�,`,._ I Z i 1 _R...r.::I-:f KH.... ; .S ,R.NVO E;i_,1"�-'"X :.'/F: aS_`f.!�_%' ut e-:r.� OF W_4.1`, I "flee ✓OO-ov a"',�OTIIS�``�.�3J't_ x-P' �?? - l s's N a - _ _ ..s .A,, .0 4. *y•>:A i e- fr y -ti'. L—1 kS *e g"p- .r,•r ' i - :.8;: } NF,,;a` \�..,Rf f_ CC)Nf.,.l,�t.f °RSD" (' ...+.e. [` 4 _ �vaY: 3- ...d. J.. jk. 1�4Z tia i.i A.L"� JA F.+:l�S I\. /1"[.�,. ' sn��,u�'"t '�� ��rsd JY�. "dts6',W<�'`_• ., µ.- i5i :s.,.�� ro �:j: -vra i,�1��, t y�"{�� t i �- '�:F�.�?��".�r�ner '�;,r '''`"'" eHar�'�s; ',H��. �� � t� � � �, g��• <t. �� '���k E'� "Sa,�^�ga ?' ' i, �a ; l�`*. �' e ,1 ` + i� �.?.�11aN�j. ., `rrt� ,r y 1 l �f-/its f�Z all-I �'!�-`` s 1 2 Via lu rn JL` c�- a . x . r i j 1 J v N am EA -7 TOWN OF BARNSTABLE Building Department - Foundation Permit Date � �� �� Permit # 2011 000 i t Name Cot "4.w.9 e Als /�ay11AE Location a CIOLC tE CY � c • Insp. of Bldgs. �32 TempParcelEdit Page 1 of 1 Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 030 Street Number: 266 Unit Dev Lot LOT 30 Road Name: JPHEASANT HILL CIRCLE T/R Sec. Road: ' F7I Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75>(APP 7-62) Date Added: Updated: Up ae Belete Add� noth�er . http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Mo , 02635 Location: Lot 30 N, 266 Pheasant Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 .Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone— (508) 771-7502 Fax — (508)-771-7622 Job Number: 2005-214 Scale : 1" = 20' 01-10-2011 rn n a a co to as LOT 29 4i 73.43 21 u W o 118 13, 0 40• �, z a LOT 30. r o 10,039f S.F. ``C�vo 0.23t ACRES . _ z k c 40 4'6. '3 LOT 31 0 c C , CC a - I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF 01�1T, BARNSTABLE ZONING BOARD. OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A �' J ' SPECIAL FLOOD HAZARD AREA. LA ELLts THIS PLAN IS NOT TO �CORDED IT TO BE USED TO ESTABLISH ,PROPERTY LINES. REGISTERED PROFESSIONAL LAND �RVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE r. C 4 GENERAL NOTES. 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR - 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. c� 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, � IH16 /INV OUT AREA OF MINIMAL FLOODING. + � / 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL. ENVIRONMENTAL CONCERN). 00 `, / SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP + + ' MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." r r l r LOT 2>It '� n SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES ' (0' // UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, VEGETATED 12" DEEP RAIN / ri < REGULATIONS (321 CMR10) GARDEN (250 C.F. STAGE) , , r SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER N TOP-60.0/11OTTOM�59.0 RECHARGE PROTECTION AREA 2. "• x W ' k. � �' ?g•o' `' X x\ 2.25 �/ '' 3 /' CONSTRUCTION NOTES: c 4: 64.0 x o 64.0 �` .19 ` ; 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED W / 63.0 x m / �' 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. p Chi hN ly ZOO ,' x / 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM <v O' V �c V= /I59.0 ; THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, .► ?a 54.0 5,1 CF , ' DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 2 O M 64.0 �� "ft Ogg 4 S 4ql / 3. SEWER BUILDING CONNECTIONS. A► O �0 `�` S 59.0/ AN �� Ui _ MIN. COVER SHALL BE 3 FT. O 63.25 x 64.0 a / • SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER -ftjx R�jq / T ' ' ,� UTILITIES AS REQUIRED BY BARNSTABLE DPW. 4 g3 / - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.tx (O 180. q7 ??0S �` `� r` ' 4949 x 62.5 55.68) � Cotult Meadows Subdhdslon ;S C) 35 3g: smp / ;" ;' CotuitmBarnstabier Massachusetts PREPARED FOR g COTUIT EQUITABLE HOUSING LLC Pr Or Box 95 ' LOT 31 ,' ,� 0 ,� � Cei ter0le, MA &M2 TrILE Site Plan Lot 30 ow266 Pheasan t Hill Circle, PROVIDE (1) 6' DIA,'xLEACHING BASIN W �6' DEEP 3 SURROUNDING (OR''/ALTERNANTE BAXTER NYE ENGINEERING & SURVEYING ' EQUIVALENT VOLUME) ' CONNECT ALL R(TbF Professional Regis DOWNSPOUTS TO LEACHING tered S 3 BASIN i Engineers and Land Surveyors ' 78 North S MA 02601 "o rY's t�+eet,3rd Floor,Hyannis, Phone-(508) 771-7502 Fax-(508)771-7622 �° b7.A EW G� EDD S / 20 0 20 40 w� O I �G,STE�'� SMH #15 INV IN , , SCALE IN FEET - -- -47.33 ' SCALE: 1" = 20' DATE. 01-03-11 REV. DATE: REMARKS LOT 30 DRAWm MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214