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0067 OSPREY DRIVE
�� �S��y ���� � G �7 Town of Barnstable , �E� �' + 3 200 Main Street, Hyannis MA 02601 508-862-4038 ' �J5-5:� A Application for Building Permit Application No: TB-17-1629 Date Recieved: 5/25/2017 Job Location: 67 OSPREY'DRIVE,COTUIT cn Permit For: Building-Solar Panel-Residential ? I Contractor's Name: BRIEN LANGILL State Lic. No: CS-106675 v , Address: Hanover, MA 02339 Applicant Phone: (617) 913-0843 (Home)Owner's Name: FARRELL,JANIS B&WILLIAM F TRS Phone: (781)223-8185 (Home)Owner's Address: 219 ORCHARD LANE, ABINGTON,MA 02351 ` Work Description. Installation of roof mounted photvoltaic solar systems,31 panels 8.68kW A� a Total Value Of Work To Be Performed: $19,096.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Brien Langill 5/25/2017 (617)913-0843 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $19,096.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $147.39 Total Permit Fee Paid: $0.00 July 8th,2016 Vivint Solar—Boston South Office 695 Myles Standish Blvd. Taunton, MA 02780 To Whom this May Concern, I, Brien Langill/Vivint Solar Developer, LLC would like to withdraw the building and electrical r% V¢�2� 1.. C G �% � Permit for the following address: 6 � 0S � Permit#: 'g a o tS 3 8 0 3 Zo S 3 8-0 3 This Solar Project was not installed and is currently cancelled. If there is a chance of the company getting a refund or a credit towards other permits please contact Vanessa Brown Spencer at v.spencerbrownCcD-vivintsolar.com. If there are any issues, my contact information is below. Thank You. Sincerely, t co Brien Langill ti= Construction Supervisor CS — 106675 a� HIC — 170848 --- ° Boston South - Taunton Office Cell: 617.913.0843 vivint.solar t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map Parcel ��� -�� Application # Health Division Date Issued 2_y//5 Conservation Division Application Fee / Sv Planning Dept. Permit FeeJ (a o• ( Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address �` �� .L�d'i e Village 0i9 40,// Owner i�//d/! �rN �� Address Telephone 7fl 3 s "A3 Permit Request -22 i6o- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Val uatio /� . , Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑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 f= Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No 'Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: U.-existing ❑ new size_ c�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# c Current Use Proposed Use e APPLICANT INFORMATION / (BUILDER OR HOMEOWNER) Name cam. rz </ Telephone Numbe<.roeg' & `1215 Address �4/�/`s�id� 7'� License #ldG 14"1.4a, Home Improvement Contractor# Email /��� �v ��G�/ram �U/Ui✓l�S'c�°�p Aai Worker's Compensation # 112 P �f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAK N TO 4 , / ^ ' r SIGNATURE DATE c � FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - w ' MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL S k PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ft of 5 rld "00& 404 pf a +t# " e.(, Vy 'n Uite 5 170 ,.sostonmmsac usens 02116 H on WT Resisftudoz ISMARD tit Ott 84 tai+ 34�"AiM1Yii +.MIu1MMR`!ir. `� _. ♦ r . i. 04. - sp P moo Too'. f 3"Wo soomm MOMW *to# a w,� '330 0 0 1 N Than s isvin Waw Suite 500 iehl,UT 94043 � a n suppor @vivrri.tsalar.corn f www,vivrntsolar.com � Phan..977..404Ai29 i Fax. :765,575 RESIDENTIALSOLAR POWER PURCHASE AGREEMENT CUSTOMER INFORMATION NAME«��`"�VViLLiANi� � �� �Y � � fFARREL � A.+.� __., aNe.. ,.-�v •.�.wsa ww-+,�e.. k � .vr�.rm A,x.:.;.uw »x. � ...rmrar n'%#+^. .eas�em F v fCafAlsftl � y ;80}�9+tlt� 3 E al..ma.nwn' ....,.'�...•.,...n.3-.-...�.e�.p.. .m..S.- ......v R... - ' n-anf. r.v+V!:,^�;�`,.,'!✓.,,�, F PROPERTY INFORMATION �j 'SYR£€?ntKS4,€55�! �� � �i� `".,.......�. -^ �...�.w =....,«..,.<...-...�+.�.rr,+r.....--,. •.--�.-."-"w � � g'..a S f MA OUR PROMISES TO YOU At no vp-hrolMi com to you,wee design and instaD che solar energy system t monitor th e sysrem at no additional cost to you The energy rate wwP never increasz by per A tearn of profe"51fopat5 to take care of the PrOCess YOUR OBLIGATIONS rooiin goods ry '' Jort confleVlark �, :. �:... .�. �. _��. ,.� ,_.�. .�....- •...,.--� mow ..,�. 1 OCll VltwN lY Oi O V N I OCUI' Et S t :., .: » �hlit - t 6 006cpsand.6scmres- CAPM#+� r - • � �� '�Ord - _ � :� _`c C� I , NgMg TO 9=9MMERS A, LIST OF DOCUMENTS TO BE INCORPORATED INTO entltlecl to completer filled In copy of this THE CONTRACT: Armnent. signed by bath You and Us, before any I, Residential,Solar Power Purchase Agreement, work may be started. ii, Exhibit A—Nonce of Cancellation, F• YOU MAY CANCEL THISTRANSACCTION AT ANYTIME iii. Exhibit 8—State Notices and Vsclosures, BEFORE THE LATER OF: (1) MIDNIGHT OF THE THIRD Iv. Customer Packet,and (3111)) BUSINESS DAY AFTER THE TRANSACTION DATE, v. Work Orders), ORQQ`THESTAKTOFINSTAUATIONO THESYSTEM OR These documents are expressly incorporated into this ANTQTHERWORKDONE:BY'VIVINTSOMDEVELOPER, Agreement and apply to the: relationship between'You L.LCON YOUR PROPERTY. IF YOU WISH`TO CANCEL THIS and Us. CONTRACT, YOU MUST EITHER. (1) SEND A SIGNED ' 6. IT IS NOT LEGAL.FOR US TO ENTER YOUR PREMISES AND DATED WRITTEN NOTICE. OF CANCELLATION BY UNLAWFULLY OR COMMIT ANY BREACH OF THE R GIMRED OR CIERTIFIED MAIL, RETURN RECEIPT PEACE TO REMOVE GOODS INSTALLED UNDER.THIS REQUESTED; OR (2) PERSONALLY DELIVER A SIGNED AGREEMENT. AND DATED WRITTEN NOTICE OF CANCELLATION TO- C. DO NOT SIGN THIS AGREEMENT BEFORE YOU VIVINt'SOLAR DEVELOPER,LLC 3301 N THANKSGIVING � HAVE READ ALL OF ITS PAGES. You acknowledge that WAY, SUITE 500,LI<HI►,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 CANCELLATION 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 i document that 'We have signed during the A N0110E EXPLAINING YOUR RIGHT TO CANCEL. DO � negotiation. NOT SIGN' BELO11'V 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 perfo ance and payment band. VIVINT SOLAR DEVELOPER,L.LC C'USTOMER(S. f , .00 ll By: By: Panted Name., Whines VIIILLIAM FARRE�.L ' ,�,rayri�.retame_ � , 94.506 Salerpi on No ; "Lod Nb : 1 a Federal Employer ID No.: 8 -07564,38, State and t4al Uceme Nos., AZ.- ROC-288627f CA, C46/CI0.9737S6, CO. EC 0100200; CT-1 HIC-063- 438 , ELC019 6154 , DE., TI-00060A Flo EC13006740; Hi, 401 LA., EC-S 7S3, MA. HIC-170848, EC43141A, MID. HIC-1.303.6; NJ; H1C-13VJ 06.SBB304, EC;30801108500; 9 NM: C08-385223, NV: EC-00 1.70; NY; Nassau Co. H24099100, Putnam Co. PC6914, Rockland Co: } N-11972 40- DC1-C , Suffolk Co, 5122 -H, A 592-ME«Westchester Con 2�rEIS4FH1.4 OR, CCB^196SS8, BC0-CL 2B PA: HIC-0 9970,UT.$200/S202-8694 3-a501, tasbington DC-.:HIC-42.021.300W52,EC.C.903277 Copyft,ht 0 2011-201 Ywint Waf 0"fir,MC. All tale Reeu"ed. PPA 16A0,11 S,4.:111 Page 14 ACO® DATE(MMIDDIYYYY) �� CERTIFICATE OF LIABILITY INSURANCE 10/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME` 122517TH STREET,SUITE 1300 PNONE ac No): DENVER,CO 80202-&W E-MAIL Attn:Denver.CertRequest@marsh.com 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: American Zurich Insurance Company Vivint Solar Developer LLC INSURER c: P Y 40142 Vivint Solar Provider LLC INSURER D:Scottsdale Insurance Company 41297 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURER E: INSURER F: r COVERAGES CERTIFICATE NUMBER: SEA-002920068-04 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MID MM/DD A X COMMERCIAL GENERAL LIABILITY 15PKGWE00274 11/01/2015 OW9/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE MOCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 50,000 X SIR:$100,000 MED EXP(Any one person) $ - 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 5000000 POLICY JE O- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAP509601501 11/01/2015 11/01/2016 COMBINED SINGLE LIMIT $ 1,000,000 • Ea accident X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED j <AUTOS AUTOS BODILY INJURY(Per accident) $ X Ix NON-OWNED PROPERTY DAMAGE $ HIREDALTTOSAUTOS (Per accident) ComplColl Ded $ 1,000 D UMBRELLA LIAB X OCCUR VES0002110 11/012015 01/29/2016 EACH OCCURRENCE- $ 5,000,000 X EXCESS LJAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ C WORKERS COMPENSATION WC509601301 1110112016, 11/01/2016 X AND EMPLOYERS'LIABIL TY ST TUTS ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y 1 N AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ - 1,000,000 OFFICERIMEMBER EXCLUDED? FN] N I A (Mandatory in NH) OR,PA,UT E.L.DISEASE-_EA EMPLOYEd$ 1,000,000 B If yes,describe under MA - 11/01/2015 11/01/2016 DESCRIPTION OF OPERATIONS below WC509601401( E.L.DISEASE-POLICY LIMIT $ 1,000,000 A Errors&Omissions& 15PKGWE00274 11/01/2015 01/29/2016 LIMIT 1,000,000 Contractors Pollution SIR 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION . Town Main BamsTable. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 MainSt 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 { r,LCuix 111:IQtalaG ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Tit (tldrrtiilftlyt+t#/1h fiflllrt.Y.rrtchusells .. � �, . 1.�rrltttrtrtr�tN uf+Itr,fu,°Irl�l�tc��lrl���rts e (!f,jl e o lttve,+tl�trltttrra 600 WashitiglonStreet Owtt�n,444 0211 . , t��wlu,ntriw�.�,�p►�/tllu � ' Vtt1'lit=b' tltfl�ll't1t11�fltlit8ttt'tltlt p t : tltti+lttuitler4/ ilutr lie tprs/ ,lectrlcians/Plumbers 4 Please Print Le ibl NIIIIl6l�4�lu�l)����C:lltitllf�tti+��t/iltcliilalta�t4i��;:»�-''� � 0°�9'�� .�'"'�, • •' � • \:1'11.t W t�4 .. o+ l 1 •1`r Jt,, I"' i V y .J W r 1-"— S p 4' 'ity/St11lvcP;i{t; �t �+�. '4 c�k Phon*C~fl: e'e) AVo voil 411 01111116yer'1 Ch"k II►r ityprupriole ht►xt - Type of project(required): (. � d1ii Il utli ll+> et a illi A, 1 and a gcrterid contractor l 6. ❑New construction t elllliloyovs(lull And/or l►tttt•fliuu),t have hircd the sub-contractors ' ( t;tlm a kola 1'r'+►lrrlutc�r ur purUwls l6ted on the attached sheet. t 7. ❑(Remodeling 3 mill)anal Novo 111)e111ployocs Theac sub-contractors have 8. ❑Demolition wolklog for 1110.In ony Conicity: workers'cotop. insurance. 9. 0 Building addition . (N►,word W Cully), its lviltce 54 we fire a corporation and its r gairvill ufl cum have exercised their I O.Q Electrical repairs oradditions I ( � 1 i►u1(c iconicowtlnr tt1?hl all W irk ritlht�tf vxclnption per MGL 11.❑Plumbing:repairs or additions 't.., e. 1,52.§1(4 111ysj�IP,(No workers' olnp. ),and we have nti 12:❑Roof repairs Iusaril►t+�►'t%iluir il.)I cntployces.I No workers' 11C]Other cunip,insurance required.] 'Airy al+ltlicnu►t that dwk.%►um lit most also tlll out llw socilo"Wow z.howing their.workeW compensation policy information. t I lcttnok"wnuir wh(r%lihinil lhie nitldnvil indicating thuy are doing nll work and their hire outside contractors must submit a new affidavit indicating'such. !(Amiro hms 00 Check this IHu moo attachotl ala aldiiional sheet showing liar name of fire sub=contractors and their workers'comp.policy infomration. L oar tote omployar shut is providing workers,cumpentadon insurance for my employees. Below is the policyand job site lttsonloom l olopatty Name;R:f. 4,J^ Ane,4 CAV% s&4 W'-11;,c C- 11 110110y 11 of Sulf=ins,.l,ie,Nt wC Expiration Date: Jot)Sitc Adilresv:6Z Qspreg they City/State/Zip:. C;ntuii MA ' Attach it copy of the workers'compensation policy declaration page(showing the policy number and expiration date). 1•'niture tat vcc►tre coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a tine tip to$1.500,00 and/or cane-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250,00 a clay against tie violator. Be advised that a.copy of this statement maybe forwarded to the Office of Invc3tigntiotis of the DIA for insurance coverage verification. .1 dtt hereby eert(&under the painv and penalties ref perjury that the information provided above is true and correct _ ._. Dates 1217/15 . 9fliriul use only. no not write in this area,to be completed by city or town officiak City Ur`Gown: Permit/License# 4 ` Isstihig Authority(circle one)t 7� 1, Hoard or Health 2. Building Department 3.City/Town Cleek�4.Electrical Inspector 5.Plumbing Inspector 4.:. - 6,.Other, Cuntnct Persons ' . Phone#:_ y .,. x a Scanned by CamScanner . Ncy) r ^, N r PV SYSTEM SIZE:• N.00W I - 0 6.500 kW DC tip' I � 70'OF V PVC CONDUIT. O FROM JUNCTION BOX TO ELEC PANEL i i _ � I �, � V INTERCONNECTION POINT, T ti x INVERTER,ANSI METER LOCATION, O �. LOCKABLE DISCONNECT SWITCH, I &UTILITY METER LOCATION JUNCTION BOX ATTACHED TO------, O 1 ARRAY USING ECO HARDWARE TO L KEEP JUNCTION BOX OFF ROOF ka cn CD • �Rr � � P i �',!`�., .a �. •. a w` � o j" 4 a a r i (25)Tnna Solar TSM-260 P005.08 MODULE � - "' `""" ""• ' I v g � � �" wWco _ ¢ 2 � zuWi + - - W W Z m SHEET NAME: - I A— Q d SHEET — — — — — — — — — — — — — — — NUMBER: PV SYSTEM SITE PLAN o SCALE: 3/32"= 1'-0" J U o N h N o: C/)N y Roof Section 1 o _ n � z Roof Azimuth:34 U O TIE INTO METER TER0 Roof Tilt:276232009 a LUMBING VENT(S) L C LL COMP.SHINGLE F y e Nnv +... m N &N"N • Op N 00 N 4 KYLIGHT(S) 9 PV STRING#2. ��V STRING#1: c° 12 MODULES 13 MODULES v � o � 0 Q W .. ..y Z U Z a Z yy t r w z m _ _3y" z U_ Q• � .� to N J 2 SHEET Roof.Section 2 NAME: ,* RoofAzlmuth:34 ? lL Z • Roof T#1:166 O . . O SHEET NUMBER: PV SYSTEM ROOF PLAN o - N. SCALE: 1/8" = V-0" > CL ` CLAMP MOUNTING ' .. o ` SEALING O N PV3.0 DETAIL WASHER - LOWER 'z ,�.. • SUPPORT r R N o m IX 8ZZ PV MODULES, TYP. MOUNT -� W OF COMP.SHINGLE ROOF, _ FLASHING YCo PARALLEL TO ROOF PLANE /1 2 1/2" MIN - 5/16"0 x 4 1/2' G t' 3 MINIMUM STAINLESS I PV ARRAY TYP. ELEVATION STEEL LAG SCREW NOT rO SCALE TORQUE=13±2 ft-Ibs S. _ e , ' CLAMP ATTAC HMENT . NOT.- TO SCALE t C i AMP ATTACHMENT _— CANTELEVER L/4,OR LESS COUPLING +'f:, � r' ei"` rf L`=PERMITTED CLAMP ' ECO SPACING SEE CODE COMPLIANT - COMPATIBLE LETTER FOR MAX ALLOWABLE v MODULE :CLAMP SPACING. t g • ' � �~. „ +i `..` COUPLING' N PERMITTEDny- -� r. f:!' .� . o CLAMP+ CLAMP CLAMP-, ATTACHMENT SPACING - — z m = PHOTOVOLTAIC MODULE, —> 2 a m COUPLING > > 2 a • ' ' - W J W CD SHEET= NAME: L=PORTRAIT ~ J CLAMP SPACING` Z Q I Ij Lu ECO r ` COMPATIBLE - - SHEET L=LANDSCAPE MODULE PV SYSTEM MOUNTING DETAIL NUMBER: CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE q M NOT TO SCALE 'O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of Connection AC Ou ut Current Tag T g Wire Gauge #of Conductors Conduit Type Conduit Size Rated for max operating condition of inverter Accotling to NBC 31.25 Amps 1 Solar Edge Cable 10 AWG 2 V+ V- N/A-Free Air N/A-Free Air sso.e(B)(1) w NEC 690.35 compliant N 0 - P Nominal AC Voltage 240 Volts o 1« Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air *o ens all ungrounded conductors P 9 THIS PANEL FED BY MULTIPLE SOURCES 2 THWN-2 10 AWG 4(V+,V-) PVC 1" v, (UTILITY AND SOLAR) v 2 THWN-2-Ground 8 AWG 1 PVC 1" N Notes: SE6000A-US-U Inverter Specs: a 3- THWN-2 8AWG 3(1-L1,1-1-2,1-N) PVC 1." WoNm 4 C 1° Wire size and breaker calculations dependent upon. CEC Efficiency 97.5% 1 m a� 3 ». THWN-2-Ground. 8 AWG 1 PV Y a M:D - Inverter Continuous Maximum Output' AC Operating Voltage 240V � •z _ P 9 9 • Example:SE38000A-US-U Max Output-16A ��, Continuous Max Output 25A _ Z - , <20A. Therefore a 20A solar breaker will be needed for S P � �5 0 US-U inverter. Wire Gauge should also DC Maximum In ut Current, 18A 0 , each SE3800A rt g p tv be determined with 16A Max for each inverter. L ¢ ` Solar Edge Optimizer Sp ecs: ALL CONDUCTORS • P300 DC Input Power 300W L.L SHALL BE COPPER DC Max Input Voltage 8-48V DC Max Input Current 12.5A t ( Design Conditions: DC Max Output Current 15A, • ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 35.6°C. L. . 9 v s P Module Specs: � 25 PV MODULES PER INVERTER=6500 WATTS STC Lowest Min.Mean Extreme DB -17°C C Trina Solar TSM-260 PD05.08 1 STRING OF 13 PV MODULES VOC Temp coefficient V/ 1 STRING OF 12 PV MODULES Short Circuit Current(Isc) 9.00A N System Secs:S Open Circuit Voltage(Voc) 38.2V e o s y p Operating Current(Imp) 8.50A � Max DC Voltage 500V Operating Voltage(Vmp) 30.6V '_� Q Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A eo. 0 Q e o e 12 is 9 9 9 1 Max.DC Current per String 15A STC Rating(Pmax) 260W e� E - - - Nominal AC Current 25A Power Tolerance -0/+3% ° * *CONFORMS TO ANSI C12.1-20023 L1 L2 N iv 12 «� • 'SOLAREDGE—., _ ,••1 - ao $o e SE6000A.US-R _ O INVERTER to U G I — _ f _ _ Square D#DU222RB 200A - 60A240V UNFUSED S ? ED S NEMA3 * o e o SOLAREDGE OR EQUIVALENT Z W I — — — — — ti DC SAFETY R}'-„ W W Z m 1 , M* SWITCH a t ^ t U 2 \` SOLAREDGE 35A P300 OPTIMIZERS _1._• * ' ' Z Z § C. EXISTING -— T SHEET - 240V/200A AC NAME:' LOAD-CENTER = z VISIBLE WITH 1-2 POLE 40A C9 OCKABLE 'SOLAR BREAKER A Q KNIFWC � JUNCTION BOX 2 3 DISCONNECT CI WITH IRREVERSIBLE - SHEET GROUND SPLICE NUMBER: (_ LLI ^, T W N O N W � �N . C N W v, TO m N(3) a� �oD UO Q� U L Q L j Yv THIS ROOF SECTION'S TILT/AZIMUTH ARE UNABLE TO PRODUCE MIN 800 SUN HOURS u� 0 N THIS ROOF SECTION NOT USED.USAGE ry t - r WAS REACHED WITH OTHER SECTIONS. ROOF SECTION 2 is !_ Az:34 Ti:186 6 MODULES J ■ m N V ROOF SECTION 0 Az-.34 Ti:276 19 MODULES < °J Z m Q to > _ d Z W .. COMP.SHINGLE ct z Y W w z m J J W Z U 3 J Q Q n z Q z Z 2 p SHEET NAME: Z U 0 — c w0 C) J SHEET NUMBER' USAGE CONSTRAINT p 92.5% CUSTOMER USAGE OFFSET sola ' a 3301 North Thanksgiving Way, Suite 500 StfUCtUP1I Group Lehi, UT 84043 ,P: (801)234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolar.com .E November 30, 2015 Mr. Dan Rock, Project Manager ° Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Re: Structural Engineering Services Farrell Residence W: 67 Osprey Dr, Cotuit MA S-4724947 , '. 6.5 kW ar 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. . ,; I % , , a,_ . 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 2x4 collar ties every 16"and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition ofthe roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 for 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 r 1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 110 mph based on Exposure Category B and 34 and 34 degree roof slopes on the dwelling areas. Ground snow load is 30 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10). .42. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. Vovonve solar. Page 2 of 2 B. Loading Criteria 10 PSF= Dead Load (roofing/framing) 30 PSF =Live Load (ground snow 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 '/2'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 Ibs/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, OF � o sc •rHi SLIN • VIL Scott E.Wyssling, P No.seso7 MA License No. 5 7 A9o�9Fc�STEP�` FSS/oNAI LNG ovont polar EcolibriumSolar .4 : Customer Info Name:.4724947 Email.- Phone: Project Info Identifier: 58754 Street Address Line 1: 67 Osprey Dr *"'` 0- Street Address Line 2: City: Cotuit. . . '_ - .- _ ••°'r " State: MA Zip: 02635 Country: United States System Info Module Manufacturer: Trina Solar Y Module Model: TSM 260-PD05.08 Module Quantity: 25 Array Size (DC watts): 6500.0 Mounting System Manufacturer: Ecolibrium Solar - , Mounting System Product: EcoX t. f Inverter Manufacturer: SolarEdge Technologiesa - - _ .° ~� - - - _ ;• Inverter Model: SE6000A-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 - ` ' _. _�, r.ti A _ . Exposure on Roof: Partially Exposed . E _ Topographic Factor: 1.0 Wind Directionality Factor: 0.85 _ + ti v• ., '.., s,,:. .� Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 8201bf 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 .. s EcoX Design Load- Lateral: 233 Ibf Module Design Moment—Upward: 3655 Module Design.Moment—Downward:.3655.in-lb_ Effective Wind Area'20 ft2 Min Nominal-Framing Depth: 2:5 in- 3 - - - 'Min Top Chord Specific Gravity' 0.42 L EcolibriumSolar Plane Calculations (ASCE 7-05): 1 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: 25.0 ft Roof Slope: 34.0 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 0.66 0.66 0.66 Roof Snow Load 22.2 22.2 22.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf. Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 22.2 22.2 22.2 psf Downslope: Load Combination 3 11.7 11.7 11.7 psf Down: Load Combination 3 17.4 17.4 17.4 psf Down: Load Combination 5 18.1 18.1 18.1 psf Down: Load Combination 6a 25.6 25.6 25.6 psf Up: Load Combination 7 -15.8 -18.8, -18.8 psf Down Max 25.6 25.6 25.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.7 66.7 66.7 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 22.2 22.2 22.2 [in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 50.3 50.3 50.3 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 16.8 16.8 1671 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 0 Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 19 Weight of Modules: 817 Ibs Weight of Mounting System: 92 Ibs Total Plane Weight:909 Ibs Total Plane'Array Area: 317 ft2 Distributed Weight: 2.86 psf Number of Attachments: 46 Weight per Attachment Point: 20 Ibs r 1. ...` • ' • F f EcolibriumSolar Bill Of Materials Part Name Quantity ECO-001_101 EcoX Clamp Assembly 49 ECO-001_102 EcoX Coupling`Assembly 28 ECO-001_105B EcoX Landscape Skirt Kit - 0 ECO-001 105A EcoX Portrait Skirt Kit 7 ECO-001_103 EcoX Composition Attachment Kit 49 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 FEcoXEE]Iectrical wer Support-Tile 0 ECO-001_109 Assembly(optional) 2 ECO-001106 X Bonding Jumper Assembly 5 ECO-001_104 EcoX Inverter Bracket Assembly. 0 ECO-001_338 EcoX Connector Bracket 0 . ECO_001-359 EcoX Lower Support-Low Slope 0 e r I ,i.. EcolibriumSolar Plane Calculations{ASCE 7-05): 2 " Hoof 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: 25.0 ft Roof Slope: 34.0 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 0.66 0,66 0.66 Roof Snow Load 22.2 22.2 22.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1,. -20.1 , psf Net Design Wind Pressure Downforce 16.0 1'6.0._.' 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0., 1.0 Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior' Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load + 22.2 22.2 22.2 psf Downslope:Load Combination 3 s 11.7 10 _ 11.7 psf Down: Load Combination 3 17.4 17.4 17.4 psf Down: Load Combination 5 .18.1 18.1 18.1 psf Down_Load Combination 6a +` 25.6 25.6 25.6. psf Up: Load Combination 7 -15.8 -18.8 -18.8 psf Down Max 25.6 25.6 " 25.6 psf Spacing Results(Landscape) Description Interior. Edge ` Corner Unit Max Allowable Spacing Between Attachments 66.7 66.7 66.7 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*, 22.2 22.2 22.2 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 50.3 50.3 50.3 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 16.8 16.8 . 16.8 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. j `fe '° EcolibriumSolar ' 1ia►�F.e P Roof Weights In Conformance with Solar ABC's Expedited'Permit Process {` Module Quantity: 6 Weight of Modules: 258 Ibs Weight of Mounting System: 92 Ibst,. ; Total Plane Weight: 350 Ibs Total Plane Array Area: 100 ft2 M Distributed Weight: 3.49 psf - --,. - .� . •� . _._ . Number of Attachments: 46 Weight per Attachment Point: 8 Ibs - • -� - -- = - A - .. _..•,.� 0. �•,_�. �. ,F ....a.'. Y.. '1V Wit- .«.i ,� `•.-� .ti+� ... - _ •..' i_�y. .. __, r �Y ! 1 • p a ` . a , EcolibriumSolar Bill Of Materials ' Part Name Quantity ECO-001_101 EcoX Clamp Assembly 46 ECO-001 102 EcoX Coupling Assembly 25 ECO-001_105B EcoX Landscape Skirt Kit 9 L-CO-001 105A EcoX Portrait Skirt Kit 0 ECO-001_103 EcoX Composition Attachment Kit 46 iECO-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 Town of Barnstable Building Department - 200 Main Street * ASTABLE, * Hyannis, MA 02601 6MASS A��' (508► 862-4038 Fp� Ce' rtifi of Occupancy,Cate Application Number:. 201001234, CO Number: 20100120 Parcel 10: 002002,065 _ CO Issue Date: 07/27/10 Location:: 67 OSPREY DRIVE Zoning Classification: Proposed Use: , DEVELOPABLE LAND Village: A Gen Contractor: BAYSIDE BUILDING, INC Permit Type RC00 CERTIFICATE OF OCCUPANCY RES Comments: 7 Z 0 -B In bepartment Signature _ Date Signed ' iIGI.f".f ;4'fi' �'PJy •�E h�a � .K �„�y.'�nJ' �^o•'. , '�{��+.j��,1� Y3- TABLE d, ful5 B ul Perm.'z,s ,l R `' 4,, i A :321il i-f"S �y 1, rA�.. .,4• - 'D l.X,^,_..i1Cx.DaEF: 00/v'.L./1.11 a ,._M+c" Ag i43<J '- A pd:Ft'y4 al., HOME I 1 _ Map •J Tc�'I v:LYrr l�..,�4�e i :'Xiz �._Ine,.l} :I�S7J l.,. a,�.ilF° !.C"r �AI�L 9�vA9.,Y. .4:.ti1., T ra.d 11:1' lice-ns NT:m 005645 v Conss,nlc`,.i�rsfi.C^yak' 'P 2 .33Z?v'Q ' rs. 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S �' S.�LLwL--f.(_,k��l..�l.�i r.•x�.lA.i$C e..-l��Ate✓�'�3�:, re..urt - n -- -.a • a.�._: ,./^.{(e.xQJ�r�� ra- �� {� ,f ,/,�y-{}t•+y va.wan. `-a+>.waar�5 /�w-t.: "��@ � u �.y'Y++.wseuu'nrm rm.e++amssawr b Scd a.�°��,Z a �'�v ^"/:s �Ci/V— _- � t gy�S 4 �},+f `q•, Ji '� �^`.FI fad/ + �i>� .tx �`r J. ,�J p �+ ..-1 � p c ti j$T 7` t ram„ TI-Azifl, � i;' t j" •> L _ fA za u. i t s.R�e,-.3. . k'kc•ti f,i66_ g yke'i;141 I5 M E°aginL Pring�.�P.�3 -•,r a5Bna�d,of Health I tom: �. r �r. Fi 1Q jr 1 ( � � -_�. r f w 1 ` � r `oF,ME low Town of Barnstable k k BARNSTAREO� Regulatory Services 9 MASS. 16 M Building Division prFD P'�a• 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230_,p4$*' Inspection Correction Notice Type of Inspection FE� //11 I o 1 z3,(4 Location �7 (, �Cl� Permit Number Owner or Builder (Sc9�5�a'C4 One.notice to remain on job site, one notice on file in Building Department. Th llowing items need correcting: - l_.. r S GC- v-�4 — S cz r Gv S 1� p - r Please call: 508-862-49-38-for re-inspection.. Inspected by Date (C� ` I t a, 1 `pFtHE ip��p� Town of Barnstable •BARNSTARLE. Regulatory Services • • - 7 MASS. �► i639. �0 Building Division pif0 MPS a 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection L to Location )-7 0,) (V w ,—' Permit Number Owner ��� Builder 5 J��- One notice to remain on job site, one notice on file in Building Department. The foll ing items need correcting: I��-�-���5 ���?� l.107' Sty rf�l c'`�i•--'� A45 �C Cgc'--�y(Ake 7' Please call: 508-862-4038 for re-inspection Inspected by t Date / U TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ®r Parcel ®®o7. 1) 66— Application # Health Division Date Issued Conservation Division 2 �o Application Fee 1 Z t Planning Dept. „�/ D�� a� � � Permit Fee om . Date Definitive Plan Approved by Planning Board Historic - OKH N'" _ Preservation / Hyannis J Project Street Address 6 2 0,5 P/,65, yr' Village Co—Tv r C67-d V r dSQV f T413LA!: Owner Y-16y51A16 L I-C Address _30V 96 CF�t/7-F-P_V dLC� Telephone ? 7 f- `®'yU Permit Request TU CO /ST,C!/C T It 61AI61-F rWm14 ;/ 3 /5 9 bPd ors 6Awl Square feet: 1 st floor: existing proposed 2nd,floor: existing proposed N/ Total new QG Zoning District At- Flood Plain Groundwater Overlay 410 . Project Valuation ����•d4�1 Construction Type &1,0V4 Lot Size �5_a Grandfathered: ❑Yes UlfJo If yes, attach supporting documentation. Dwelling Type: Single Family 0," Two Family ❑ Multi-Family (# units) Age of Existing Structure Pgg J Historic House:. ❑Yes QYNo On Old King's Highway: ❑ �Yes 4 Basement Type: MtFull ❑ Crawl ❑"/Walkout ❑ Other Basement Finished Area(sq.ft.) [7 Basement Unfinished Area (sq.ft) 15 M Number of Baths: Full: existing new _� Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑ Other Central Air: ®"Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 21% Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ aZx�� Attached garage: ❑ existing ®'new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3 o If yes, site plan review# Current Use V,46441T LOT Proposed Use =' C) APPLICANT INFORMATION w (BUILDER OR HOMEOWNER) Name 9,1, Telephone Number 7 7 1 T r u co Address S License 4 D Z6 3Z Home Improvement Contractor# Worker's Compensation # XC- 04 73 zld�6--4a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �lz oP�rca�� SIGNATURE �� DATE 3 117�Zd FOR OFFICIAL USE ONLY APPLICATION# F DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION + o f 3/ r� ,�eo-- 7/� Ito IZIZc- FRAME At MAP ei�t o 4l.V V�soR ro/�ftc,, INSULATION Q r4Xfo FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Q P�f� 1,X2 [oXjP k` DATE CLOSED OUT C?, ASSOCIATION PLAN NO. y r 1 ,t �Op{HR ro�ti Town of Barnstable hP °� l egulatoiy Services I wiNsrABLA� Thomas F.Geiler,Director XAM s6'g' 1� pl�o r,�i w Buzlding Division _ Tom Berry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section . If Us' - A. wilder lop 14XI 7 Y __.::.,....:::.......: '.:;.as-O:wnet-of the.s.ubjectptope-tt7— .-......._.. .: hereby authorize 79Y5 / lG:�/��' � C to;act on tny,beUH, in all rnattets telative to work authorize—bp this building.pe,mit-application%fot: 67 0510yegY .-Pr2(Uc COD)GF (Addtess of Job) ;.. - �7/ Signature of�wnet Date Tc �l Print Name p. .The Comtmonfveal'ih ofMassachusetts Department oflndustrialAccidenIs Office of Investigations: 600 Washlneon Street _. ...... . Boston,3M 02111' •wmminass.gov/dia ' Workers}Compensation In8urt3nce Affrddvit: $udders/Colitractors/Electricians/Pluinbers Applicant Xlaforlmatitin - p PIease Print Legibly Name (Business/Drganizadonfindividual): City/State/Zip: / U` Phone.#: 7� Are you an employer? Check the appropriate box: ;Type of project(required):; 4: I ani a general contractor and I 1,❑ I am a employer with 6. ❑New construction employees (full a part-tune). * have hired the sub-contractors 2:❑ I am a'sole proprietor or partner- listed on the'attached sheet 7 .❑ Remode ship and have no employees 'These sub-contractors have S. ;[]Demolition rbaployees.and have workers' 'working for me in any capacity. . :. $. 9, ❑Building addition a workers' co insurance. comp,:unsurance, � comp. 5. 0 We are a Corporation and its " 10.[-Electrical repairs or additions required.] officers have exercised their 11 []Plumbing repairs or additions ' '3.0 I am A.homeowner doing.ell work . myself..[No-workers' comp. right of exemption per MGh 12,C]Roof repairs c. 1$2` 1(4), atld we have no . insurancb.required.]t § 13:❑Other_ employees. [No workers' comp,insurance req ed. uzz ]. *Any applicant that checks box#1 must also fill out the section below sho-M.ni&their workers'compensallon pofloy inforn- Lion. , f Homoowoers,who�subnutth aTidavit indicating theyare doing all work and 6en.hire outside-contractors must submit anew affidavitindicating such, tContmctors that check thi9box mutt attached s'n additional sheet showing the name of the guti�ontractors and state whether,ornot those entities have employees. If the sub-contractors have employees,theymust providt their workers'comp.poHdy number. ' .l atn an employer that is provldlttg workers'compensation-insurance for my employees. Below is.the policy attd job site' Information. q Insurance Company Nabne:. /l 6,p 14 //j 5' �- Policy#or Self-ins.lic,M `)GF 42073 � _ I� Expiration Date: rob Site Address: 6 7. Osmf city/Statr,/Zip . �07V l Attach a copy of the workers' compensation policy declaration page'(showing;the pelicy number and expiration date). Failure,to secure.coverage as required under Section 25A of MGL C. 152:can.1ead to the imposition of criminal pefialfies of a fine tip to $.1,50D.00 and/or one-year imprisonment, m well as civil penaldi s'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 sts temerit,may.be forwarded to the-Office of iuvesti (ions of the bIA for incur Ge covers e-verificati= ' I'do hereby certify under the palns•and penalties ofperjury that the tnfortnation prgvlded above Ls true and correct Si afire: �,-! Date' _... Phone# -2-71i f�T L 1 Official use only. Do not write in ihls:area, to be completed by,city or town officiaL. City or Town: ' Yermit/D'ense# Issuing Authority(circle one): 1.Board of Health 2,Building D epartinent 3, City/Totqu Clerk 4,Electrical Inspector 5,Plumbing Inspector 6, other Contact Person: Phone#: t >- Boar"c'Co ur, ng egu atro��nd, tan Construction upervisor Lreense 3 i § License CS' S645 s� Exp►r t or 4/19/2010 Tr#,22048, + Restrction 0010 `' z rc POI BOX;9DAC ^. �` ����� Ey<i a € 8 CEN ,.RVLL*LE MA.02632 ':Commissioner ' ` . _:.: -.C.. :: � ;: "„e"."'+.ate"•."."`.' `^,.ram.: �' r�..k�"a""—'_ SS .r'H^�^je r{ f , A r, •00 35,OOQcf enclosed space 1A'-Masonry only y i 1G 1 2 Fae"rrrly Homes Failure topossess a'currenf edition`'of the ' 1Vlassachusetts State Building Code :.: is cause for revocation of this license - 3 -�,..S..�d,.s ..-'"� -..�•r,�'.'-fir Sub Contractor General Liability Workers Comp ll Cape Garage Door 06101104 10/07/10 06101104 06101110 luminum Products of Cape 08115104 08115110 08115104 08115110 Baxter Nye Engineering&Surveying 08111105 08117110 08120104 08120110 Bortolotti Construction 03107104 , 0310,7111 03107104 ' 03107111 Cape Cod Copper 02107/08 02107111 04104108 04104110 Cape Cod Marble & Granite 07101105 07/01/10 08116105 , 08116110 Cape Concrete Forms 06105107 08/12/10 12107107 0811 211 0 Carpet Barn Inc 01101106 05101110 01101105" 01/01/11 Casella Waste Management 04130108 04130110 05101108 05/01/10 Chaves, Robert 08113104 08113110 12117104 12117110 Christopher Costa, Inc. 01122108 08105110 02106107• 02106110 Concrete Cuts & Coring 06107106 06107110 10106106 10/07/10 Cornerstone dba Tony Arede 03110106 4 012 2110 ,03117106 .02123110 Coy's Brook, Inc 104124104, 04124110 09121104 10101109 Dartmouth Pools &Spas 01101108 01/01/10 01101105 01/01/10 Davids Building&Remodel 01/01/07 01/01/10 06114104 06114110 ' D.P. Fuccillo Construction Inc. 10120106 10120110 10120108 10123110 Fast Glass Service 08108109 08108110 04107109, 04107110 Govoni Land Services 05131104 06122110 07104104 06122110 Hill Construction 04129107 04129110 08114/04 08114110 Joyce Landscaping 111115104 - 11115110 11/15/OS 11/1S/10 Kitchen Appliance Mart and - 08112104 08112110 01101105 01/01/11 Electronics L &M Glass Co, Inc 05101104 05101110 05101104 05101/10 MacDonald Concrete Finishing 01109104 01109110 04107104 - 01109110 MAP Insulation 10/01/07 ' 10/01/10. 10/01/07 10/01/10 Meagher Bros. Construction (DECKS) 04125109 04125110 11109108 .11109110 Meagher Construction (ROOFER) 06119104 03113110. 06123104 06123110 _ Morse's Masonry 03110107 03110110 10111108 10/11/10 fi Northern Sealcoating 10/01/07 10/01/10 04101107 04101110. Northside Design Associates- 01115107 01115110 11130106 11130110 Pastore Excavation Inc. 06105108 06105110 10112108 10112111 Pro Fence Co., Inc. 03126107 03/26111 03126107 03126111 Reed, Mel 07121104 07121110 07121104 07121110 Seaside Alarms, Inc. 02125109 02125111 02110109 02110111 Sprinkle Home Improvement 07101108. 07/01/10 01101109, 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125110 04125104 04130110 Triple Crown Cabinets&Millwork 07130107 07130110 12112107 12112111 VNIA Electric 06118108 06118110 •06118108 06118110 Viola Associates,Inc. 04129108 04129110 04129108 04129110 Walpole Woodworkers 10115/06 .10115110 40115/06 10115110 Whiteley, W. Vernon 10101104 10/01/10 j 10103104 10103110. ` Wood Floor Specialists 02103108 02103111 02103108 02103111 REScheck Software Version 4.3.0 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2007 IECC Location: Bamstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 1507 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 65 BAYSIDE BUILDING,INC. COTUIT MEADOWS Passes on equipment.performance . . . Compliance:5.6%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1507 30.0 0.0 53 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1507 19.0 0.0 71 Wall 1:Wood Frame,24"o.c. 464 19.0 0.0 24 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 50 0.310 16 SHGC:0.31 Orientation:Front Wall 2:Wood Frame,24"o.c. 464 19.0 0.0 26 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 Orientation:Back Wall 3:Wood Frame,24"o.c. 420 19.0 0.0 22 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 40 0.310 12 SHGC:0.31 Orientation:Left Side Wall 4:Wood Frame,24"o.c. 420 19.0 0.0 22 Orientation:Right Side - Door 1:Glass 42 0.310 13 SHGC:0.31 Orientation:Right Side Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 SEER 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 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date:03/23/10 Data filename:C:\Program Files\Check\REScheck\FARRELL RESCHECK.rck Page 1 of 4 ` REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1: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: ❑ Window 2: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: ❑ Window 3: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: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:15 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. Project Title: NEW CONSTRUCTION Report date:03/23/10 Data filename: C:\Program Files\Check\REScheck\FARRELL RESCHECK.rck Page 2 of 4 ' - ❑ 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. 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 sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class 11(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. 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 and cooling 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: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal.fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial 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. ❑ 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-2. Certificate: ❑ 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. Project Title: NEW CONSTRUCTION Report date: 03/23/10 Data filename:C:\Program Files\Check\REScheck\FARRELL RESCHECK.rck Page 3 of 4 h" NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 03/23/10 Data filename:C:\Program Files\Check\REScheck\FARRELL RESCHECK.rck Page 4 of 4 f 20071ECC Energy Efficiency Certificate Ceiling I Roof 30.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 .. Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER Water Heater: Name: Date: Comments: •AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 FARRELL LOT 65 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories _<2 stories Q RoofPitch .........:................................................................(Fig 2) ...................................................9<_12:12 Q MeanRoof Height .....................................................................(Fig 2) ..................................................15 ft <_33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 46 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)..................................................68 ft <_80' Q Building Aspect Ratio ......................................(Fig 4 1.5 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................................................................................................7.................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8"Proprietary.Mechanical Anchors as an alternative in concrete�ronly Bolt Spacing—general ................................. ........(Table 4)................................................... 38 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.:5 6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ..........7....................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)......................:...................—9'-0"_ft 5 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 5 d N/A FloorBracing 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).........................89-6"ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.<_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................24-18 ft 0 in. Q Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/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)............................................................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) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in.<_11, Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_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)..........................................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft_in.s 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 Openingz ..:......................................................................6'-8"s 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q FieldNail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).................................r30%for.one_fI&o_r] Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Q Maximum Building Dimension, L Nominal Height of Tallest Openingz.....................................................................9'-2"<_6'8° Q SheathingType.............................................(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 Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)................................=15%f_or one flooF -3 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 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 s 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 pif 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 FARRELL LOT 65 COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLOWING NOTE 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. Corner 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 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 YV}I�1 RIB®GE RESTS ON �ATW..= NGEMEWNA" 11 11 1 11 11 11 It Y 41 I 11 11 �1 11 11 1 t 1/ 11 11 11 p N 11 It 11 Il - 1 O f1 1/'F 1 11 1 Q Q fi :t m - I CD (I ri �' z a 11 11 � rl 1r � li1 z 11 11 (] Q 11 1 r 11{ d I f rl 't R 1 S u 11 W V u It f u 11 r1 n it Itl f UOUBLE '-__ NAILS'PACM ----- i PAfYEE � � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(Igo CMR 5301.2.1.1)1 'MCI lCa 1 1 N ! 1 1 1 1 }1 1 t 1 rl 1 1 If 1� 1 1 1 k 1 1 1 G iE 0' i OTC k) I1' FRAMING MEMM ' i 1 EDGE MEMEDIATE 1 1 1 1 z STWZEFIM 3•ftllhl MLPATTERN_ � PANEL PAWL EDGE MUBLE NAIL EWE SPACM bETAL Detail Vertical and Horizontal Nailing for Panel Attachment TempParcelEdit Page 1 of 1 r � b b 8 fy 4W. r yk � � ✓i Logged In As: Wednesday,January 16 2008 Frank Schlegel New rc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: JOR 002 065 II Street Number: 67 Unit: Dev Lot LOT 65 Road Name: JOSPREY DRIVE T/R. . Sec. Road: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69 75 (APP 7 62) Date Added: Updated: � Updated Deleted, Add��Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add. 1/16/2008 TDB TAYLOR DESIGN ASSOC., INC. SHEET NO. l OF 4— P.O. Box 1313 02 Forestdale, MA 02644 CALCULATED BY Cs T DATE Tel./Fax: (508) 790-4686 ` CHECKED BY DATE IF L-wr ypTtpt T H i5 O&j g Carol-r SCALE T� ....s........................ ..... ...... ..... ............................;-.............................................. :.... —d- I'' 4L ... ..... ..........................................................._...-...;_._....._........................................a.........................;......_.._:...._.:....:............................;............................................:........_.._.........:.....................;..._..._. .. _:.. ....................... . . . .. o . .J . ,.�t..�o C- ..... 1... _o... t�t..p `3w •�ry . 3�..As.c ....... ... .:.. .. .......... ... . .. ........;.. . .. . . .. .. ............._............._.._........... ..... ...... ..... _ ....:.... ....:.... :.........:.............:.. .... ....:.... 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Box 1313 Forestdale, MA 2644 CALCULATED BY '�� / DATE 3 I Tel./Fax: (508) 790-4686 �7� CHECKED BY DATE t..ar�6 'RA['r --OTC>j 7r SCALE ..QQ......................_.,..--...-.._.{_.-....,..-..--............,........................ ...... _.... _ ...... _ ..... ...... ..... ........ ham! E. �"1 +�.�14J .. [. _,. ..... a. Via.. ® t + 1 e 0 , . ... .. . T .r�r+ �p o•..� ..:V$ .. ..... ... .. �......� rs .. . ... Zx�n .. ....: . .. .... . ........_. . .... ...... S .. ..tD 3 �/ .. ... ... L .. _. .. . 10, a2....._ .P 1..4 ..... .......... ........ ..... .............. .........: ..... ...... ...... ....._ ..... ...... ...... ..... .. . 1 z: . . 2S"Ci4.7�.r,q ¢-29-r P0F .. t'F., _ ar` .... ... ... 4 � : JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED ev= C7'T" DATE 3_•2�—t o Tel./Fax: (508) 790-4686 CHECKED BY DATE !L L-o r 4 TV[T' eSCALE ...... ........ .. ... -ZS ... c, .. . � Z � -- .... .............. 2 ��` S7fZ94 ... ... � . ...... .. _ . .._... .. .. ..' :.. 7- t 4-ca._. p ... ..... 14 Z .rc: C?_tc� t.z......... .;... - z.. ..:... . .... ...... _ 2. - Z-- c o .... ..t�.. . .. 41 �::: :. ...... l Q. .o tv ........ ..... ... .. .. ... .... ..... . ' . . .. g f a roe H 2f1.(cf Q�s. At ,.ys� o� j TAYLOR DESIGN ASSOC., INC: SHEET NO. . - OF- 4— P.O. Box 1313 Forestdale, MA 026)44 CALCULA' TED BY Gt ( DATE �� Z i-•Oo Tel./Fax: (508) 790-4686 • CHECKED BY DATE LOT Cis Tt�� C"4p—rc l r1 scALE . `L�f�1/...�i �<7 Q. T .0i .. - ....... C-c.. e�G.. . .. Z4�t.z-.1�t z� 4 3 w �I24 t �s F .. z z ce_ s ..... .. ._.__..... ........ i t, 0 8tj .. .... .... . .. .. �N .... � -� ..Z4:.:..J�4 � 4d :..` _ca5'3o�C .. ... .... ` ,�-- T L ` l4r t 8 co sF t SIT . .... � .,. �.. _ +�, �. C .< <_ ► 8..4Q c Ir c: .............. ................. ►q_z .. , ?. .o +. ..... 4! S'7 ........ . . . . . . . Pi TempParcelEdit Page 1 of 1 � VIE � .,_� �• � r Logged In As: Wednesday,January 16 2008 Frank Schlegel NewParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 065 Street Number: 67 Unit Dev Lot LOT 65 Road Name: OSPREY DRIVE T/R l Sec. Road: G T/R Villlage: 07 - Cotuit 2 Part of M/P: MAP 00.2 PCL 002 Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: y V U da e Add,A�other http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 I - Foundation Certification in Barnstable, VA Prepared For Lot 65 Osprey Drive 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 Phone '— (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 @ Deed Book 22249 Page 282 Job Number: 2005-214 Scale 1 20' 03-29-2010 � Y I�G� a co m a LOT 64 80*27'50" W S N ►11.21 0 I N mod' II 23.8' I 0 LOT 65 o � N N 9,852f S.F. 0.23t `ACRES L a W 1.9' it a � co 17.9' w o, EXISTING FOUNDATION o ;n T.O.F.=61.18 o - LOCATION DATE: z 17.9' 03/25/10 2.0' II r 001 N N 27.9' 20 1. o rn N 87'04'11" W 1111,111, oM 111.48' 2 OPEN SPACE \ I s I a` I o: m_ 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 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS .Of LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT.LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. G THIS PLAN IS NOT TO BE RECORDED NOR. IS IT TO BE USED TO ESTABLISH PROPERTY LINES. /f� ^ fCrS71 REGISTERED PROFES ZONAL L ND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE . " " 03_IR_otc C L t N - _ — SMOKE DETECTOR REVIEWEDFor o - - --- --- -- _ — —- -- - — — - LID -- — _ -- _— — — — IN �EDo�� - LL. U - doo 0 cr _ �Ell CARBON MONOXIDE ALARMS L E V A INSTALLED PE OD �ROI�l� ELEVATION MUST BE R SCALE: 174".._. 1'-0" f MASSACHUSETTS BUILDING CODE cn � - r �I O 12 tu _ z - ® � - - 0 - f- .. . _� W to W LL J:;-Ae�93- �� I SHEET Al REAR EL.EVATI:QN JOB: 1012 DRAWN BY: KW SCALE: 1/4" 1'=0" - DATE= 3/15/10 12 - t0 In 4� N - _ � - -- ---- - A OD ® aL EJ I A I _ w 0 0 Im OD �❑� L--_� O ED IM M ®. LEFT ELEVATION � SCALE: 1/4" i'-O" 12 11.E tu - _ tu - -- - _ - - _. _ � V I W tLo SNEET _ - GPT ELEVATION IAT ION . A2 - 5CALE: 1/4" = 1'-O° -: JO5= 1012 DRAWN 5Y: KW DATE: 5/15/10 IA'-O" 29'-0" (� It ��yyyy 12'-0" W-10" 8'-2" 4_O" 25_O" • L >:7..n,Y�•�vq:.ou;y,.xry...>sw ;r] u[.,. .d�5/9.:': �✓N.r.35�'M:. � SHEAR WALL COMPLIANCES W { SHELVES a w SN ES I I i , III. ' III W- 30% OF EACH WALL RUN 14 o I i VERTICAL SHEATHING WIT - I. TV Bd NAILS 3 EDGE/12 FIELD g' (4)16d NAILS PER FT OM PLATE �: I I s00 ... FIR, GE L- 15% OF EACH WALL RUN i I ( � i .I W VERTICAL SHEATHING WIT II i [P) -� 8d NAILS 3" EDGE/12" FIELD I __.. .. (4)ibd HALLS PER FT PLATE 14 x18 i p c 25-2 LRLR 41 U I j P5 611 1.I i �.. — —. - m 9E. 3/wx 60 3/8' 72 3/4' x 82 7/8" L � I I laI . O 11'-0' cl4 EDRALI I � I I -I I I _ "Ie OAKI I iI '. I I v II Lo 2$ _ LE ABOV I �.j l PK7 TILE . �� // I W TI E I vF ------ ------ ... .. ....... ... ... ... . .. ._ ... ve _ _ ® KYLIChI SKYLIGHT pa.� o ABOVE 010 . o _. TIN 24410 - _ _ M CL 5 5 1c)s 5 I '� .. ----- 15'-0DINING ---=� Ilb Q < � 42" , cE1LIwG ', ® STORAGE 30 "xb0 7 LE ABOV BATI-I OAK --- VAULTED ABOVE TILE z KITCHEN _— r PIASTER BE®ROOP'I ..: --OAK TIN 124410 CARPET x F ® GARAGE 1 . r 2$ GONG. SLAB PULL DN 30.1/8'xGo 7/8" -_ ag - I I sTA1125 W. D.. . zFu FIRE RA P TCH TOWARD DOOR u:. 92LITE 2� L J STRUCTURAL RIDGE ABOVE rPANTRY i REF. r ... Oj .. ... —— N - ----------- --------- ------- .::. _ 31 6," 3'-8" �9 -8" 3'-b" a -co s� _ IB' O" CEILING s 0 11j cw T1d244to 3 --- OOM ----- --- -v . o . _ Q 'a$ OAK ! r Z to 30 1/8'xw 7/8" >. N t Ill -oil 1-41T SEE ALL DETAIL w D_ � I NARROW IL � ib 2 • ' " OPEN TO CEILING O (3) A►q 251 S R Tx9' O.N. DOOR o 2¢ " " J 29 7/8 X 28�/8 BEDROOI`1 #2. 4Q # J 3Q _1 - --- ==_= -.J3g R CONCRETE APRON O � 6L- CARPET CARPET I a - I = _ o :. :: H:wCi:. <„.,.a. 's:,r .a x k` 1�"wat' :...,,°` ...•- Y,_ :yy„y N' Q H— 0 T 33 o g Q �f 13,_o„ _1- 1q 71—b" 2'—b" /'-4" v 10'-2" 3'-0° 1b'_0" 3_0i 514EET 26'-0" - 201-0° 22'-0° 68'-0" AB • JOBS 1012 FIRST F QQR PLAN DRAWN SY: Kt^1 SCALE: 1/4" = I'-0" DATE: 3/15/I0 68'-0a. �.. 25'-011 14' 0° 29'-Oa N 6-3 61-311. 2-2 9-8 2-2 in Li 9 ,.. ° 8'x7-q::CONCRETE WALL I LLI 6 I I 161x10• CANT. FOOTINGLa I I t -: .:._ a __-_-oc o' _-6 3D01t oP. w A-LL iiIIIII Xr•:w—*.IIIiLIIiIIIiI r ►w—r:=.eG--,n,.—.—yIs2.,0.—n ~o—®I�m'�Ty_i!--®r�:�.�:i:��.—:,_e 3.r SS-:z.®2',x='vv1aC®h-—2o o�G•-I R—��D—:�%-.;n_._:/%�.i:2;;_:0,.•.e:«: o�ovoI:. �... .. L/�%t� 6 C•OorII'IIC-.K�IIIcI .. _-2':_x1 0__r. .G.. I_R--D. E:—R 4x6 P.T. POST —— <—s _ 'k _— .. i —�IIIIII(III ..IIIIIIIIII -oo_ma o P_ m I PS 61611:L GALV. METAL Post ANCHOR:�K 72 38x83° 10`:°SON0 TUBE° PIER W/ 'BIG FOOT FOOTING TYP. op— oV QO26 PT 200'a 0 DROP WALL 2x10'a DROP WALL TO SLAB':: TO FROST WALL IFR0.5t WALL BELOW ————— —J —L DOul PK 3-9 1/4 LVL GIRDER FLusH — -- -- -- -- -- —————————————————— --- 10•x8-ii' CONCRETE WALL TM4310 20qx10a CONT. FOOTING 1/S'x48 7/64 NOTE: 6/8 ANCHOR BOLTS 0!3�i EULL BASEMEN EMBEDDED 7' 3 ire CONCRETE SLBo.36, SPACED 32 O.C. ° FROM 3° R . . . . . . ..WASHERS x x1/4 _qa 4q' -8° O 7:_6a 4: 1 2xt2G 2 u to DOOR 1,DROP:_00 A2AG I I POINT POINT G LOAD LOAD 4'.coNcRETE SiA_ __.- FAMPOCKMET 36 36 PITCH TOWARD DOOR PAD: � DIIA. STEEL t TM _ rr iFUTURE a'x4 CONCRETE WALL.... T 16• CTBA C . -)TING 10, 0 DOOR UTILITIES — — ————————————————— - to'x8-9' CONCRETE WALL IU Q- � 0 i .. �-- -- CONTxto FOOTING _ - CONIC.16AP'-R0O"N r---------------------— — -- -- — _ 3'-0" 26-0' 20'-0n 22'-0' oNN qt(ai�- �SWE ET 2 I A4 FOUNDATION PLAN .tOH= 1012 DRAWN BY: KW SCALE:. 1/4" 1'-0° DATE: 3/15/10 l VN O Ln 40 : Lh Ono no RIGID WIND:WASH BARRIER REQUIRED' AT EXTERIOR EDGE OF EXTERIOR WA In D 2x12 RIDGE 8EY RM RIDGE TOP PLATE - RIDGE VENTLIVING ; HOARD SIMPSON HZ.6 wi 6/8" GDX PLY. SHEATH NG FASTENERS AT ALL Imwo U LL. _. L INGLES T LLIV CEILING \\ ASPHA T SH JUNCTIONSFTER / TTYPOP � W E " ®4 BEYOND DORMER 2x12 RIDGE \ 1 BOG• \�'ipa GONT. VEPlxb AI'TING DRIP EDGE d _. POUTS ER - BOARD_. ig FRIEZE\� \�\� 1 6n GUTTERS MAND OULDINGS DOWN S�. 1ALUMI�NU�M GU E�F(B Lli . .9 12 FRI 190 AND DINGS . INSULATION ob R30 F.G. INSATION \\\ \ in 2x8 m 0 16 O.C. ::. 1x3 STRAPPING II - /2' GYP. �. �. O.C. HOARD _.. i EXT. STUDS 0 6" N R19 F.G. INSULATION MASTER I3EDROOM HALL — 00 I #3I 1 j " _ 1/2 PLYWOOD SFIEATHING FAMILY -ROOM � I I I I Trv� WRAP (OR EQUAL), m Q. co I I I I W.C. SHINGLES $/4° OW SUBFLOOR _ 6" FIBERGLASS INSUL. P.T. 2X6 SILL + SILL SEAL 2xi0'e fP ib"O.C. � ANCHOR AT 32" O.G. s O 16 O.C. - a 2x10' " - i i . 3 1/2° STEEL COLU MNS 10' " _. 1 a' lid�j11�L1 BA5EMENT - i. . co --- _ _ r . REBAR TOP 4 BOT !ti I � ' x e' q■ eflnlC WALLS 3.t/29.CONCRETE SLAB I DAMP PROOF BELOW GRADE v lQ I ■y m L `03 ii a ig'_On 24'-0" 0.GARAGE .. U—J� _ 2b'-O" @ LIVING/DINING : Jlu to 9i1 _.. 28'-O" @BEDROOMS GROSS SECTION SCALE: 1/4" e i'-O' SHEET 1 JOSS 1012 DRAWN SY: KW DATE: 3/15L08 - 04 2x8 CEILING JOISTS in Ln _ _ t 19 d •• � Lh r ®0 i 1 _ . . ® - I I I I _ I t - - I I � GABLE WALL � . tN_FIRST p�sT ,4t�a� RAFTER _ SAYS FROM � Y. !1) ?.<�"'7m __ j ® `- �.. _ _ ;.;: '"._ma's. _ " •,:,� W h4 �. _�: Ln 6 a : SICYLtTE SKYLIT ' (a 2x1 { (2 2x1 ix p�: e a� I � � \`Pv tdAPdG CEILING .FISTS 4"d n' WITN 2x6 MWOC .. + 9 " ..4-61 INBOARD FROM ��. EAVES EACH:SIDE t f-g .11 71W.LVL RIDGE a 2x9 RI E _ .... r,. ,. i. I L .L r <E_.��. � 9=� �,, � a) Ica. � � 12 Rc 2E TT ;�fe2l L's'm z�w w�1�lm'Ll�'lhk�MEU 0 M-1- LU (� . ... .. ....... . ........... _- r! , ;, w: Z: w a% r' .. DORMER Q y Ml - , t i , -- - — -- - (2) lxioo, o �. II a 5 tu (3) 11 -iA, t_vLi NDR J x,?l J a....... LU em tt ROOF : FR�,M INC PLAN n _ : n _ SNEE7 SCALE: 1/4 - 1 -O. 1012 _ DRAWN.BY: KW STAGGER NAILIN INTO BOTH PLATES - 2x6 DBL TOP.PLATE EXEND HDR' TO CORNER IIpp�� 2x6 DBL TOP PLATE .. :. Ln FULL,HGT. STUDS JACK.5TU D Y � • .. NA O L , 00 VERTICAL TO STM OF HDR STRUCTURAL PANEL. 4V/ 2:ROWS OF ibd NAILS. NAILED Bd COMMON all "O.C. 0 3" O.G. EDGE e. AND.12". IN FIELD - STRUCTURAL PANEL HEADER CONTINUOUS HEADER .. ... .._ - .. ... ... MULTIPLELNG ..NAILED Bd COMMONS 3" O.C. EDGE AND FIELD mai OPEN so DOOR TRIMMER 5TUD5 Lu STAGGER NAILIN _ > INTO BOX AND SILL 2 5ANCHOR BOLTS II A tu/ BNB" PLATE WASHERS cn �. M W _ s -- . ARRON .. .. NSCALE; N.T.S:.WA LL >3RAGI NC.. AT GARAGE -D.00R SILL TO PLATE w NOOD STRUCTURAL. PANELS �..' SCALE: N.T.S. ........ ........ .... �- .... ..•. ` .. .". ... ......... -�� ...... .. ... .. ..... JOINT DESCRIPTION NUMBER NAIL SPACINGi coMMON NAILS BOX FLAILS ROOF FRAMING BLOCKING ro RAFTER�oE NAILED) ...a id a IOd� ucF+:eNa'.:: RIM BOARD TO RAFTER(MD:NAILCD a-lid 5-lbd EACH END - .. .... - ......... ..... ... ...... .. .... - _ ... :. 'WALL FRAMING ....... .._. � . ACE NAIL@D) *46d 5-16d. A 1 ,.. .. ... D S NAI 1 i O.C. .... _.. ...-..... .'"...... ... _ RAFTER'® -16" O.G. -..-....- INE'WERro 14EAO�CAE LED) .- laws " D.C.ALNG I=BS _. ._.. s _ _ FLOOR FRAMING- .JO1S7 TO SILL, TOP PLATE OR GIRDER (TO$NAILED)"� 4-Bd .4 IOd PER�J0187" ...- -. .... ... .. .... PLA � - EACH BLOGC ®�yry/p -.`...... BLOCKING To JDI9T�(TnE-Na1LED) a-sd 2-IOd EACH END- �g6y . BLaucING TO Lsiu OR TOP rE(TOE IJAIL6P) s-ibd 4 166. . ... .. p p .. � P � - LEDGER STRIP TO BEAM OR�REDER(�NAILED)" ... 9-16d 4-16d �HACH J0167 .. ...... -...... 8 5 i p 142.5 @'EA: RAFTER BAND ON, Q :.� .... .... po. -. .: .... ... .. BLEDGER�@IaAM(NAILED) .. .... _.9-16d.. � "4-6d PER JOIST.. - � - EIAND JOIST ��]] . SAND JOIST TO SIL1:OR TOP PLATE(TOE NAILED) 3-160 '5-16d PER ROOT ROOF SHEATHING.. tu o TOP.PLATE woos erRuc7uRAL PANELS ty p .. ... ...." ... ....... /// ..... .. ..... RAFTERS OR 16 O.C. .. .. ... 40 EOSWO FIELD .... .. � RAFTERS OR TRUESEB SPACED UP TO li°O.C. !b� IQd� . R4 TRUSSES SPACED OVER ° GABLE ENDWAu RAKE OR RAKE TRUSS tale GABLE OVERHANG': Ild ... ... .IOd i EDGE/b FIELD . ... .. �.: .... - ...° GABLE F3IDWALL RAKE OR RAKE TRUSS w/STRUCTURAL � a!d ...: IOd b'EDGE/i°FLEW.. ... OUTLOOKERS .. ... .. .. - GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS... 6d - ..... lod "4°EOGE/4°FIELD.. CEILING SHEATHING O RAFTER TO PLATE CONNECTION GYPSUM wALLBOARD T sd commas &W FIELD SCALE N.T.S. WALL SHEATHING . .. .... WOOD 9'YRUCTURAL PANELS.. STUDS SPACED UP TO a4°O.C. :: 6d-' IOd -..6°EaGE/la°FIELD . ... ... ". .. S MEET .. ... °AND 2W FIBERBGARD PANELS .. ..: Bd' : 5°Ea6E/W FIELD .. .... - ... 1¢ - EDGL°J°GYPSUM.NIAulBAARD ...9d COOLERS 7° t0°FIELD FLOOR SHEATHING. .. ..... .. WOOD STRUCTURAL PANELS ... .. .. ... .... ......... ..... 1 ......... ... 1 WIELDS .. .. ... ... J - � °OR - Od 6°EVGI°F I .. .; .. GREATER THAN}° : tad- lid:.. .. b°EDGE16°FIELD JOB: 1012 . ..: .. DRAWN BY: KW DATE: B/15L08 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 CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL °D 5. ENVIRONMENTAL NOTES:OODING. Z SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 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." \\ SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER + + LOT 64 \ 1, 2006 "PRIORITY HABRATS OF RARE SPECIESO FOR SPECIES 5 59.0 0 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ` ' 0 \130'27 PROVIDE (1) 6' g' 1T1.2i' �- + f REGULATIONS (321 CMR10) olA. X�6' DEEP h�+ RM g e#5 SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER LEACHI G BASIN 60' ' \ RECHARGE PROTECTION AREA ' + + �� + i d' \ 1�52.82 SMH6 W/ 1 TONE + ,24.0 6 1-52.62 SMH4 ROP A SURROUNDING (OR _ + c + N ED DRI ALTERN4 E + a c T ox . \ CONSTRUC110N NOTES. EQUIVALENT + 55.0N 4 N o .84 \ VOLUME) x N �P I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE CONNECT�A OF P + o g ' RB \ SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED TO LEACHING OU W 'i ly � +! i STOP � c� \ 6125107, SHALL, HEREBY APPLY TO THIS SITE PLAN. BASIN ! 1 2.0 , a x \ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 1 54.0 -+ 59 5 \ THE SUBDIVISION' CONSTRUCTION PLANS FOR COTUIT MEADOWS, "� ' LF 4"� SCH 40 \ DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. OPEN SP�CE r 2 �`� i 18.0' S INV.=53.�5 r ^ � c 58.5 o2rtX /� S INV.-52.44\ 3. WER SE BUILDING CONNECTIONS: 2.3 t8.o` N oUT N g \\ - MIN. COVER SH4L BE 3 FT. ! , 3 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 54.0 + 2.0' / M \ AS REQUIRED BY BARNSTABLE DPW. LOT 6 � -i MINIMUM SEWER SERVICE CONNECTION SLOPE SHALT. BE 2.1X. 9 852E �.F. o s� 58.E S .0 0.23E ACRES N s� a +! 58.25 -; 5.0 28.0' a Cotuit Meadows Subdivision x 5 + 3 N 87*0411 w ?0�� Cotuit•Barnstable, Massachusetts VEGETATED 12" 111.48' I r �J DEEP RAIN iPWAM MR GARDEN (250 i S #4 �� COTUIT EQUITABLE HOUSING, LLC C.F. STORAGE) ! , OPEN SPICE a-59.33 TOP=52.0/ 1 i i i i�5i. SMH3 �' S P. 0. BOX 9$ BOTTOM-51.0 FM i �l i r, W _. Center vole MA 02632 � i 3-8",bbV W TITLE. F 3 Site Plan Lot--- 0 0 65 Osprey Drive s / 1 BAXTER NYE ENGINEERING & SURVEYING FM Registered Professional Engineers and Land Surveyors -�"OF Mass 78 North Street,3rd Floor,Hyannis,MA 02601 �' s EN 9� Phone-(508)771-7502 Fax-(508)771-7622 � N a IVIL `a Na.46345 g 20 0 20 60 °�R��rSTE\-' NmmmowONAL SCALE IN FEET t°T .-2 o t o M SCALE. 1" = 20' DATE. 03-1t 10 REV. DATE. REMARKS N LOT 65 8 zI DRAINING NUfr m c2 M 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw J 2005-214 N i Ln S pi S V. O th