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0015 ROSEWOOD LANE
4"exc � II' �I I i O� WP�7 . 3q i 7 � I � , -P� • 1Z ya.� L iy00 /sz F-�✓.-rnsE -36 I I 07- /8 � i 237 r` o . I6X3a, E 27 -- y �1 Of Mq ROBERT Il. u ELD11LOGE J No. 0" 1 - CERTIFIED PLOT PLAN o -� i -77 .$AAA SYASJ6 J4 MASSO � 1 SCALEi / _ , a QATE, (� C'R��YY R _ ___ I M I CERTIFY THAT THE .OWN ?, u�Lr 4 1' OI>I<T�1�1r. lad+®19TERfQ SHQWN QM RHIp PON i� LOGAT9 t: CIVIL 4AMp 0QA Not ON THE GROUND AN INOIOAT90 A ;;. INEEp R E R Opt9Y� � q, CONFORMS TO THE ZONINO 1600 x:.: - • x OF sARH TAW M44I + IN� CTREE.;r . ANO ..auRVEYORIS AEG? M� Assessor's ffibe'tlst floor): •�`: ��s 7 ^ O Assessors ma(i and, lot number s� me �' WJSTB "1NE7. Board of Health (3rd floor): INWAUMINOMP Sewage .P;ermt pumber .............. ..... ...... .�.� ......... Z ASd9TADLE, Engineenngljaftm�nt (3rd floor): A�,.(r`�® M63v ` n ,,� n House nor r' ,/ a..°......'.!1.' TION ��owa�°fie -TOWN REGULATIONS APPLICATIONB' 'P:ROCESSED 8:30=9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....i3wo S &pyll.Y.�s'......p?�� r............................................... TYPE OF CONSTRUCTION u/....... A.............. .....t/.... ar ..."'n.yJ Y..Y/— ..jr./`*,'e ............... .......... . /r................ 9 ` TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......�o�.v�. .. l lJ ............1-4. E ....................... .................................. Proposed Use ...R.E.5....... ............................................t ........................................................................I......................... ........ Zoning District ...........Fire District ^� �1,1�1' Name of Owner DRADL Y:.: .-J20 (YJj......5.1�l.Zl/UKC.E�.Address �� .../yfnl tQl ... �....QE.*.-r4RVA,1.F...... Name of Builder /Qy...... /.IUK .. l .......................Address / ..C*XNJ/1� ....../ (7....../fyl¢IVAl,�............ Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors ..............................................Interior .............. --- Heating ..................................................................................Plumbing .................................................................................. Fireplace Approximate Cost ........ p� ............................. Definitive Plan Approved by Planning Board _______________________________19________ . Area r ............................... Diagram of Lot and Building with Dimensions Fee ..... ...................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH P OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam -je...- .. ............................. Construction Supervisor's license® ..7............ ............... SPRINKLE , BRADLEY & DONNA No 32745 Permit for BUILD SWIMMING POOL .... ....................... i Ac ces s o.ry...t o. Dwe.l 1 inR............ location 12.2...Minton Lane ..............Cente.rvi,lle.................................... Owner .Bradley & Donna Sprinkle Structural Polymer - Vinyl Type of Construction .................Line.r............ ............................................................................... Plot ............................ Lot ................................ Permit Granted ....M-a-r•ch...2.g................19 89 Date of Inspection ....................................19 Date Completed ......1(!1.. o................19 cc m Fo :3 RR kj jRr i `7c V[S! dA — { f 14�/2T of Tff� �'oo G J l-4 —C1A0/GS l/f7t� 0-1-1,u �fio%OS 4.Y C Town of Barnstable ! ,oFTME�q, Regulatory Services Thomas F.Geiler,Director. 'E'MAM ` Building Division Tom Perry,Building Commissioner I 200 Main Street, Hyannis,MA 02601 qI J?lI3 _ www.town,barnstable.ma.as Office: 508-862-4038 Fax`. 508-790-6230 1 0 �-- ,\ PERMIT# �. FEE: SHED REGISTRATION 200 square feet or less ' Rom� o� lam,• LQh2^1+ 4 Location of shed(address) ,. Village Iul�l(—S S,4 �Vb(n § 0&-(0� Property owner's name Telephone number i�XI � Q ) oO�g Size of Shed Map/Parcel# Ell °-ro Vr Signature _ Date Hyannis Main Street Waterfront Historic District? No r. Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature,is,required) Sikioflf'h urs-f6r Cbnservatioif8ioO:9i3OA&3 30-'4i30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042911 t -Q— _ I f-C� e rr 7 F^ 7 rt . . J CioC FoA2 : c�CA Tlp �/ oc � P G1 L ... LO XA OF 14, Z 44 �3Z44 �'. � t sh t�x5y' s t r a x k� h s 46 2 +�' _ vt d� i ��Y+`O''9.�`4.i�t.y� �,`�y�����i�y'�p�`C+'a�•¢i� �.,.�' $a P�^�Wk'1cSJ-_^ -2`A ��1Gy+w. _ .:�bh N,(„ }., Y �1ik4 J: ^�����;'+� SY�4�"�S�,'g'� �.�i5 a �4�t d� •h f'�ry? --r t !�'"f -.;�.. �.,y�'� ��-� � -'�+43,�a 7 ..�,�.,,,�.'�.�.� 'C� '4+-'.'-gg�-l.k�',.;�.,,.n° .,y, ° t:Gro ro .-- -y7 .-+.-'. x ✓.:.> �>-.�.F•;�s r 4_x�„�al TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map NO Parcel • D39 Application Health Division s Date Issued I� Conservation Division Application Fee 5� Planning Dept. Permit Fee Zo Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address l o s-e-u-)oo d "h e Village Owner M IS�sC, \�N kA�trl� Address��s�woDd Telephone Sad• a�0•���Pq Permit Request n mtF a(� e i st- ho-u s w C Pi. in c I h A-b be P rijs Square feet: 1 st floor: existing proposed — 2nd floor: existing — proposed — Total new Zoning District E Flood Plain — Groundwater Overlay Project Valuation 95c)% boa Construction Type Lot Size — Grandfathered: r►" es u ivo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 39 ea,5 Historic House: ❑Yes Zt No On Old King's Highway: ❑Yes No Basement Type: Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Ca i �- ❑ LIGIU IV rl ^+" N/Z Central Air: 0 9&P1A--J-N - Fireplace�s�t,r,�--�New Existing wood/coal stove.-61 Ye9.N1$ Ne- Detached garage: ❑zcist' 41_eew _ zeA/A Barn: eAA- Attached garage: n pig ❑ �,, She ►� Other: Zejiing Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ®,No If yes, site plan review# =' Current Use 6 kd'X, ,cal Proposed Use o cyNV1.10 ' e APPLICANT INFORMATION -- (BUILDER OR HOMEOWNER) n/� Name l�t'ad fills SDI ► Telephone Number �81.�1(�• `�� Address & h i n �5+rcc* License # C5 16 A 0a6(91 Home Improvement Contractor# �( Email Worker's Compensation # Wwjbq j(,S6a.4- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0, Q.�l cc- it) SIGNATURE DATE ���,h �l aD►S FOR,OFFICIAL USE ONLY +r► APPLICATION# DATE ISSUED MAP/PARCEL N0: ADDRESS VILLAGE OWNER - DATE OF INSPECTION: - a FOUNDATION FRAME INSULATION ' x f. 4 FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - DocuSign Envelope ID: 1205F6BO-OEA9-48E8-AFFE-6D7FB7lF7123 \\\tf �. ';,;SOIafClt Power Purchase Agreement .:. w Here are the key terms of your SolarCity Power Purchase Agreement Date: 3/10 2015 � r.�_ � .> �k - e, b. 4 L, 6 . r { 0 $ i 1 4. 8 2� P y years System-instal lation,cost Electricity,rate per.kWh} Agreement term N Y o ur Promises to § u p a - � ♦ xr � t w 53' -: •. We insure, maintain,and repair the System(including the inverter)at'no additional cost to you,as"specified in the agreement. We rovide 24F web-enabled •.e p monitoring at no additional cost to you,as specified in the agreement. � .«. ,:- gas c� ;_ �, v. of t We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. I '• The rate you a for electricity',exclusive of taxes,will never increase b more than 9 0 % . � � Y ;. y pay, h!;exclusive� - � ... � n y 2,90%per year.- The pricing in this PPA is valid for 30 days after 3/10/2015" x. • We are confident that we deliver excellent value and customer service. As a`result, you are,free to cancel anytim ,. e at' no charge prior to construction on'your home LEstimated First Year.Production ; - I � . � , � � � � .� 5,938 kWh Customer's Name & Service Address Exactly as it appears on the utility,-bill Customer Name and Address Customer Name Installation Location Joseph Rubin 15 Rosewood Ln` 15 Rosewood Ln Cotuit, MA 02635 Cotuit, MA 02635 Options for System purchase and transfer: " ' Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost'to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in.the agreement,you may,purchase the technology under a new contract. System: I You may purchase the System_from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the.agreement: beyond that term. . «You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1888.765.2489 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 3/10/2015 IN R1 613538 DocuSign Envelope ID: 1205F6BO-OEA9-48E8-AFFE-6D7FB71F7123 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Joseph Rubin EXPLANATION OF THIS RIGHT. oxusigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: I�DSt ply►2t�tittn� IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 3/10/2015 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 3/10/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 3/10/2015,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: =,SolarCity. Power Purchase Agreement SOLARC#TY APPROVED Signature: �+ LYNDON RIVE, CFO (PPA) Power Purchase Agreement -� -Solar du Date: 3/10/2015 Solar Power Purchase Agreement version 8.3.3 613538 ❑� rdn f ' vaoiarCity, OWNER AUTHORIZATION Job ID: �'13 p L0" -3 Qo , Location: R'05 woo b Lly C 7-6)T,7 AA AU as Owner of the subject property hereby authorize SolarCity Corp. HIC 168572/ MA Lic 1136 MR to act on my , behalf, in all matters relative to work authorized by this building permit application and signed contract. Signature of Owner: Date: 24 St Martin Drive,Building 2 Un t.11 MarlBoroUgh,MA 01752 t(888)SoLnCI.TY F(508) 460-0818 SOLAftC}TY.COM A7 P6C 243771;CA CSL9 M104;C EC 6041;CT MC-Dfi32778,DP HIP,7.1.101486,DC-MIS 711D1488.HI CT29770, MA HIC;168672,MD MHSC 128948,NJ 1 sM6160660,HY VM24£24.H11,0P CC8 180494.PA077343,.-TR tDLR 27006,WA SDLARC,91901 -. �a yr; 91te tY�!d/!j2t��!? t Office of Consumer A fai and Business Regulation 10 Park Plaza.-Suite 5170: Boston, Massachusetts 02116 Home Improvet ent.Contractor Registration Registration: 168572 Type: .Supplern6ht Card & Expiration: 318/2017' SOLAR CITY CORPORATION CRAIG ELLS 3055 CLEARVIEW WAY _.___ _ r SAN MATEO,.CA 94,402 Update Addressand return card.Mark.rcasan for chAnge. � ol01tf� s F I Address' C] Renewal I3.Employment, 0 gps-cm 0 50M Lost Gard 'e f�?nrtsglirFzairxl��i /liaurr/ei l' (thee or Consumer Affairs&Business Itegulation License or registration valid for individul use only "HOME IMPROVEMENT CONTRACTOR before'the expiration date. if found return to. # Affce of Consumer Affairs and Business Regulation 1 ' Registration: 168572 Type: _ 10.Park Playa-Suite , ''°•m;J. Expiration 3/812017 Supplement'Card Boston,MA 02.116, SOLAR CITY CORPORATION CRAIG ELLS <24 ST MARTIN STREET BLD 2UNI WALBOROUGH,MA 01752* - Undersecretary Not vaik withoutsig6ature. Aassar,I�usvts tivpnrir�o.rls #,,fit#t�5�Ito;1 OF, i�rldrfi O 8601,100o RQf „i k111ttiQi .l#lb) P t 1,�Cl9 t i.;J:liUk4h.t}S4,1. l+tsr t fe(m*d :CS=107663 CRAIG ELLS wX s .206 BAKER STREE't` t' Keene NH 03431 #�. N� 08/2912017 • w, e�n(l . ` -Office of Consumer AffairsBusiness Regu ation OF 10 Park Plaza - Suite 5170, Boston, Massachusetts 02116 Home Improvement'Contractor Registration Registration: 168572 Type: . Supplement Card _ L Expiration: 3/8/2017 SOLAR CITY CORPORATION NILA MILLER 3055 CLEARVLEW WAY SAN MATEO, CA 94402 ---_ -- Update Address and return card.Mark reason for change. 1-1 Address j' Renewal r— Employment Lost Card SCA 1 0 MIA-0501 —office of Consumer Affairs&Business Regulation License or registration valid for individut use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: l Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suit<e 5170 Expiration:.318/2417- Supplement::ard Boston,MA 02116 SOLAR CITY CORPORATION NILA MILLER 24 ST MARTIN STREET 0LD 2UNI TAAhLBOROUGH,MA 01752 Undersecretary Not valid without signature 1 d 8 The Commonwealth,ofMassachusetts Department of IndustrialAccidents l Congress.Street,Suite 100, Boston,MA.02114-2017 www.massgov/dia ll-orkers'Compensation lnsurance;Aflidavit:Builders/Contractors/Electricians/Plumbers:. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeiilly Name(Business/Organi7Ation/individua1): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip:_San Mateo; CA 94402 `,Phone M 888=765-2489 Are vats an emplover?Check the appropriate box: ' Type'of project(required): l,Q 1 am a employer with 9000 employees(full and/or part-time)." ', r J, t C11deW COristrllCtiOn 2.[]l am a sole proprietor or partnership and have no,employees working'for me in .. any capacity.[No workers'comp.insurance required:l 8. 0.Remodeling 3.Q 1 am a homeowner doing all work myself.[No workers comp,instrance required]r 9. .❑Demolition 4.01 am a homeowner and,will be hiring contractors to conduct all ivorlt on trey property.yI will 10 a Building addition ensure that.all contractors either have workers'compensation insurance or are sole, 1 1.0 Electrical repairs or additions proprietors with no employees. 12:❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached_ sheer: These subcontractors have employees and hive workers'comp.insurance? 13.aRoof repairs G.❑We are a corporation and its officers have exercised their right of exemption per MGL c: 14•©Other solar panels 152, 1(4),and we have no employees.[No workers'comp.insurance required.] "Any applicant that checks box 01 must also fill otii the section below showing their workers'compensation policy information.. t Homeowners who submit this affidavit indicating they arts doing all work and then hire outside contractors must submit`a new affidavit indiratine such.-" tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an en: to er that is roviding;workers compensation insurance for'my employees. Below is the policy and job site. P Y P. ' information. Insurance Company Name: Liberty Mutual Insurance Company Policy#nr Self-ins.Lic,, ; WA766DO66265024 Expiration'Date: 9/01/2015 job Site Address: 15 Rosewood Lane CityiStaie/Zlp :Cotuit,MA Attach a copy of the workers'`compensation policy declaration page(showing the policy number and expiration date).. Failure to secure coverage as required under MGL c.' 152,§25A is a criminal,violation punishable by a fine upto$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$250.06 a ' day against the violator..A copy of this statement maybe forwarded to the Office of Investigations of the D.IA for insurance coverage verification. _ !do hereby certify under the nine and oenalt is of perjury that the information provided above'is true and correct Signature.- ��'' C� Date: 3/31/2015 Phone#: 781-816-7489 Offidal 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 &Plumbinginspector' 6.Other Contact Person: Phone#: ACC ® CERTIFICATE OF LIABILITY INSURANCE 8�201N4°' ""' 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(tes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1WO [�&N FAX No): CALIFORNIA LICENSE NO.0437153 g. ADDRESS: SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND4GAWUE-14-15 INSURER A:Liberty Mutual fire Insurance Company 16586 INSURE Ph(650)9635100 INSURER B:Liberty Insuranceo Corporation 42404 SolarCity Corporation INSURER C:NIA N/A 3055 Clearview Way INSURER: San Mateo,CA 94402 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: SEA-=4402WM REVISION NUMBER:4 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 LIMITS LTR POLICY NUMBER MM/DD MMr A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO R X COMMERCIAL GENERAL LIABILITY .. PREMISES oavnence $ 100'000 CLAIMS-MADE a OCCUR MED EXP(Arty one person) $ 10,0W PERSONAL&ADV INJURY $ 1,000,0010 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,OMOM X I POLICY X PRO 1-1 LOC Deductible $ 25,OW A AUTOMOBILE LIABILITY AS2-061-6265.OU 09/01/2014 09/01/2015 CEO�MaBINaEerDitSINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PPeOP DAMAGE $ HIRED AUTOS AUTOSil X Phys.Damage COMP/LOLL DIED: $ $1,000/$1,000 UMBRELLA LIAB OCCUR - EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WA7-06D-066265-024 09101/2014 09/01/2015 X I wC STATU- oTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC7-061066265-034(WI) 09I01/2014 09/01/2015 1,000,OQO B OFFICER/MEMBER EXCLUDED? NIA 'WC DEDUCTIBLE:$350,000 EL EACH ACCIDENT $ 1,000,000 (Mandatory in NH) EL DISEASE-EA EMPLOYE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,B more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION 4 SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marrnolejo ��--- 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Version#42.2 �o,. Solar'Ci ty March 17, 2015 N OF .� Project/Job#026936 RE: CERTIFICATION LETTER �O� NG Project: Rubin Residence I y 15 Rosewood Ln Cotuit, MA 02635 o ie To Whom It May Concern, R SS NAL ECG 03/17/2015 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity.,Structural review was based on site observations and the design criteria listed below:, Design Criteria: , -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C ' -Ground Snow Load = 30 psf - MPl: Roof DL = 8 psf, Roof LL/SL= 18.3 psf(Non-PV Areas), Roof LL/SL 11.4 psf(PV Areas) - MP2A: Roof DL = 11.5 psf, Roof LL/SL= 18.3 psf(Non-PV Areas), Roof LL/SL = 11.4 psf(PV Areas) - MP26: Roof DL = 8.5 psf, Roof LL/SL = 18.3 psf(Non-PV Areas), Roof LL/SL 11.4 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDC) B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have, been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load,-PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and'determined.to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Nick Gordon, P.E. Professional Engineer Digitally signed by.Nick Gordon Main: 888.765.2489 Date:2015.03.1°7409:14:11 =07'00' email: ngordon@solarcity.com y; 3055 Clearview Way San Mateo, CA94402'T(650)638-1028 (888)ySOL-CITY F,(650)638-1029 §olarcity.coni AZ ROC 2437711 CA 0SL8 688104,CO EC 804'I,CT HIQ 0642778,OC HIC 71101486,PC 1410 71101488,HI or-297 0.MA 1410.168572:MO MHIC.128948;NJ IMM06100000. QA QCB'180498,P+1 M643 TX TOLD 27006,VVA GCU SOLARC191007.6 20-13 S9111164y.All rights rotferved, 03.17.2015 SolarCity PV System Structural Version #42.2 Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Rubin Residence AHJ: Barnstable Job Number: 026936 Building Code: MA Res. Code, 8th Edition Customer Name: Rubin, Melissa Based On: IRC 2009/ IBC 2009 Address: 15 Rosewood Ln ASCE Code: ASCE 7-05 City/State: Cotu it, MA Risk Category: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.642883 -70.449996 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Matt Morse Calculations: Brad Taylor EOR: Nick Gordon, P.E. Certification Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP CID A • le -< Sao • 15 Rosewood Ln, Cotuit, MA 02635 Latitude: 41.642883, Longitude: -70.449996, Exposure Category: C STRUCTURE ANALYSIS -LOADING SUMMARY ANDMEMBER CHECK MP1 ... Member Properties Summary Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties . W. Span 1`"'' " 111:37 ft I F �''Actuiil W�' Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material n L Comp Roof- San 3,,, 35 ., ,:A . V10 88 i in.^2 Ot Re-Roof No San 4 S. 13.14 in.^3 N,g PI `Plywood Sheathing Yes San 5' _ "' '� I a '47.63 in."4 Board Sheathing None Total Span 12.11 ft TL Defl'n Limit 120 Vaulted Ceiling.- _ ,_ tNo _ ,. . < PV.=1 Start as 4 0.58 ft , . I Wood!S ecies.4 ram. y'SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.00 ft Wood Grade #2 Rafter Sloe 4 „, A 350` PV 2 Start ._Fb.. 875 si , fJ Rafter Spacing 16"O.C. PV 2 End F„ 135 si Topat Bracing:, , .: PV.3 Start lk _ $ 1 VE TV q`1400000 psi �.. ��> ,: � Full Pot Lat Bracing At Supports PV 3 End E,„i„' 510000 psi Member_Loading Summa Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.22 9.8 psf 9.8 psf PV.Dead toad s4, 4R t. " PV-DL .,. F F 30 psf 'x 122k ,t ,. '3:7 psf " Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load, " ,rv. 'LL S02 30.0 psf _ .: x 0.61 .1 x 0.38 _ ,,18.3 psf jt j� .;,gN 1,1.4;psf , Total Load Govern in LC TL 28.1 psf 24.8 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)pg; Ce=Ct=Is=1.0; Member Design Summary (per NDS) -Governing Load Comb CD CL. + CL H CF Cr D+ S 1.15 1.00 0.44 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR- Shear Stress 22 psi 0.7 ft. 155 psi 0.14 Bending + Stress 7484 psi 6.5 ft. 1389 psi 0.35 Governs Bending - Stress -9 si 0.7 ft. . -611 si 0.01 , s4 0.28;in:, 605 • � 6.4 ft. A, 1 391n., , 120 0 200' 'v Total Load,Deflection�. � � T . • LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl a. 4Weight sf " =0.5`psf•.• , PV System Weight s 3.0 psf Roof Dead load Material Load Roof Category Description MPi Existin Roofin Material kw- = Comp Roof 1 La ers 2 5 sf Re-Roof No Underlay , i 9-9 05psf Plywood Sheathing Yes 1.5 psf Board Sheathi N_on_e ng _ '`' ''g . 7 0 --- - —-— Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling _ _. '4 No 7 � � �; Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 Psf(MPI) 8.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 MemberTributary Area .•r j ,•< a At, w u w <_200 sf Roof Slope 9/12 Tributary Area Reduction - _ ,. Rl' .` 1 Section 4.9' Sloped Roof Reduction RZ 0.775 Section 4.9 Reduced Roof Live Load Lr 4 Lo(Rl) (RZ) °'" "' � Equation`4-2 Reduced Roof Live Load Lr 15.5 Psf(MPi) 15.5 sf Reduced Ground/Roof'Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? = ,R z, Yes.;r ;..: Effective Roof Slope 350 I Horiz. Distance from Eve to;Ridge_`_,_ W. _ 14.8 ft Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor°' ., x 1..0 Table 7-2. Snow Thermal Factor Ct All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ = 7 >, 77 :4 Pf-min 21.0 psf 73.4A 7.10 ,� Rain-on-Snow Surcharge) - Flat Roof Snow Load Pf pf= 0.7 (C.) (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs-roof All Other 9Surfaces Figure 7-2 0. Design Roof Snow Load Over Ps-roof= (Cs-roof) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 18.4 psf 61% ASCE Desicin Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules 4_Pv Unobstructed Slippery Surfaces Figure 7-2 0.Design Snow Load Over PV Ps_ "_ (Cs_ ")Pf ASCE Eq: 7.4-1 Modules Ps p" 11.4 psf 38% K=ULATION OF DESIGNTWIND=LO'ADS=14P1 , ----------- Mounting Plane Information Roofing Material Comp Roof PVPV System Type = ' _ Solar_City_SleekM'ountT" '<- Spanning_Vents No Standoff Attachment Hardware), ko 4 41x 4 PWI 41), t 7Comp Mount Tvoe Roof Slope 350 Rafter.Spacing 3•� .� . A,, s., . 16"O.C. . v, Framing Type Direction Y-Y Rafters Purli i,Spacing - X-X Purlins Only w ;NA t °, __ & w" Tile Reveal Tile Roofs Only NA Tile Attachment S stem ,. ,, y Nile Roofs_OnIY�-� � � � �� NA, � Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA F Wind Design Criteria Wind Design Code ASCE 7-05 WindWin D iesies gn Method'' Partially/Fully Enclosed Method - Basic Wind Speed V _ 110 mph Fig 6-1 su Expore Category: .: n 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height : . _ 7. 0h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factory a� . :, . r Krt +ra "; 1.00 Section°6.5.7 �� Wind Directionality Factor Ka- - 0.85 Table 64 Importance,Factor y I , Vt� V, T 7 7 7 71.0 Table -1 " qh 0.00256(Kz)(Kzt)(Kd)(VA.2)(I) Velocity Pressure qh 24.9 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down),. GC (Down), - _ -4 .. & -a 0.87, A, . ,io 4, fig.6-11B/C/D 44A/B Design Wind Pressure p p.= qh (GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFFSPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max er Allowable,Cantilev 'fLandscape,�,_ Standoff Configuration Landscape' Staggered Max Standoff Tributary Area Trib '' - 18 sf PV Assembly Dead Load W-PV 3 psf Net Wind:Uplift.at Standoff �h. T � ,_T-ac�tuaj Y Uplift Capacity of Standoff T-allow 500 Ibs Y StandoffZemand Ca aci Mkt. ,�, ;.„ a=DCRt 4t :r k _ ,,, a77:6% . , „7 �Y . X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48',' 66" Max Allowable Cantilever _Portrait 17 x w. NAB Standoff Configuration Portrait Staggered Max Standoff Tributary'Area -w Trib-' "" Y 22 sf .,. PV_Assembly Dead Load' W-PV 3 psf Net Wind U_plift:atStandoff#s3` = T-actual ,; '485,ltis - a Uplift Capacity of Standoff T-allow 500 Ibs Standoff•Demand Ga aci ,-. DCR 3 _„ 97:0% STRUCTURE ANALYSIS -;LOADING,SUMMARY AND MEMBER CHECK- MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties i k Span 1 d jam. t =10.45_ft. Actual b 'A .. y 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Materials ..0 _ .5 A .i� •Com .Roof" S an 3, I . r_ .w. m® _A a,. 13.88 in.^2 ;. Re-Roof No San 4 S. 21.39 in:^3 Plywood Sheathing,-, - . - -,Yes � -Span 5- A _ a I1 " 98.93 in.^4 Board Sheathing None Total Span 11.19 ft TL Defi'n Limit 180 Vaulted Ceiling ,t. : w .,'. ,.Yes 2 PV 1 Start _1.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.42 ft Wood Grade #2 Rafter,Slope , ._. v 35° _ u T T PV.2 Start . __ F >875 si' Rafter Spacing 16"O.C. I PV 2 End F„ 135 psi Topat Bracing :_ _ R _ Full PV 3 Start `: E I 1400000 sff' Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x ,1.22 14.0 psf 14.0 psf PV Dead Load, w - o PVC DL 3.0 psf:, . x...1.22 1 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow,Loada- v -x -. LL SLlZ. 30.O;psf. , x.0:61, jax 0.38 k.. ': 18.3 psf Total Load(Governing LC TL 1 32.3 Psf 29.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)p9; Ce=Ct=Is=1.0; Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Ana) sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 19 psi 0.7 ft. 155 psi 0.12 Bending' + `Strress a 292 si 2 R 6.O ft.= 1273 sip : <E;0:23 Governs ,Bending - Stress -10 psi 0.7 ft. -1273 psi 0.01 Total'Load Deflection" 0:11in: 1393 6.0 ft.v .x 0.85 in. a- 180 0.13.u, w .. A F LOAD ITEMIZATION - MP2A . PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl Weight(psf),, ,. d ,, ..<r:' 1�. : . _ . .,, , F O.S psf PV System Weight(pso 3.0 Psf Roof Dead Load Material Load Roof Category Description MP2A Existing Roofing Material "' - Comp Roof . _ (, y ) _. 2.5ypsf. : :_ 1,La ers _ Re-Roof No Underlayment` Roofing Paper . :_. ., ;. m 0 5 Plywood Sheathing Yes 1.5 psf Board------Sheathing ____ _ None Rafter Size and Spacing 2 z 10 @ 16 in. O.C. 2.9 psf Vaulted Ceiling- M -- --- „ � � .• Yes Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 11.5 psf MP2A 11.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area .�, �,. At: � a !u Roof Slope 9/112 Tributary Area Reduction. ,$, Ri,,_ .n 1 fi w Section 4:9'= Sloped Roof Reduction R2 0.775Section 4.9� Reduced'Roof Live Load Lr_ 4=JL (Rl (R2)M, f , .. _ .'; Equation-4-2 a Reduced Roof Live Load Lr 15.5 psf(MP2A) 15.5 nsf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow toad Reductions Allowed? a Yes w { Effective Roof Slope 350 I Horiz 'Distance from Eve`to Ridge" W 135 ft Snow Importance Factor IS 1.0 Table 1.5-2 - : Snow,Exposure Factor,,. , fr 4Partial)1 0 poSe d . Table 7-2 ' - - - - All structures except as indicated otherwise Snow Thermal Factor Cc - 12 Table.7-3 Minimum Flat R65f,Snow1oad (w p / u, u 7 rt = f mm 21 0 psf 7.3.4&7.10 . Rai;-on Snow" SUrchd_Yg2)p a, ' fir• Flat Roof Snow Load pf pf 0.7-(Ce,) (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Sniiw—Load Over Surrounding Roof !� All Other Surfaces Surface Condition of Surrounding Roof �-s-roof � 0.9 Figure 7-2 Design Roof Snow Load Over, Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof PS-roof 18.4 psf 61% ASCE Design Sloped Roof Snow Load Over PV Modules . Surface Condition of PV Modules 4_P Unobstructed Slippery Surfaces Figure 7-2 0.5 " Design Snow Load Over PV ps_P„= (CS_P„) pf ASCE Eq: 7.44 Modules PS-PV 11.4 psf 38% 5 (CALCULATION=OF_OESIGN WIND LOADS-MI!A Mounting Plane Information Roofing Material Comp Roof PV System TypeIT s CityS tT" _. _ oar ee Moun , , . Spanning Vents No Standoff Attachment Hardware - :.; ;" _, ., _ Como Mount Tvae C„ �- Roof Slope 350 Rafter.5pacing3 16"O.C. x Framing Type Direction Y-Y Rafters Purlin Spacing �XLLX Purlins-Only W NA` Tile Reveal Tile Roofs Only NA Tile"AttachmentSygb 7 -Tile Roofs Only __ o _f` , __', c NA op ;i, Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method _ - ,Partially//Fully Enclosed'Method Basic Wind Speed V 110 moh Fig. 6-1 Exposure Category � r C' -- h _, rfT. a Section 6.5,6 3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof-Height v h� e 'k, . 25.ft l" Section 6.2. Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor - Ka_ °TOO`fi$ 77 Section 6 5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor - f I 7, w - - P,1-..0 4 4T w a .4 Table 6-1., ., Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U G u -0.95 Fig.6-11B/C/D-14A/B -'0.87"` ,. W. r, u. Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G.. �W� , Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF,SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max_Allowable Cantilever Landscape 24" _°° _ _ L �NAw Standoff Configuration Landscape Staggered _ _ Max Standoff Tributary Area ' Trib g a " 18:sf, _"x _ . dk PV Assembly Dead Load W-PV 3 psf Net WindJUplift et Standoff i .Tzactual ,a 388 Ibs - Uplift Capacity-of Standoff, T-allow 500 Ibs _____ Standoff Demand/Capacity DCR X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 66" Max Allowable-Cantilever Portrait .x ,._..n :. 17", NA__- Standoff Configuration Portrait Staggered Max,;Standoff._Tributary.Area= - - = Trib � 22LLsf _ PV Assembly Dead Load W-PV 3 psf Net_W_ind'U lift at Standoff T-a_ct_a "; "`` I 'A85 Ibs` jL "'i � Uplift Capacity of Standoff T-allow 500 Ibs -9 �—-- .e Standoff Demand Ca aci = DCR x 97.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2B g Member Properties Summary MP213 2 Horizontal Member Spans' Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties ° "aSpan 1 ?f 10.25 ft '4' 'Actual D' V 9125° Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material" °'`` "Como-Roof " � S en 3 A `13.88 in.A2 Re-Roof No San 4 S. 21.39 in.A3 PI wood Sheathing Yes San 5, _ I ,.98.93:in.^4 Y Board Sheathing None Total Span 10.99 ft TL DefPn Limit 120 Vaulted Ceiling , a No. .. P.V 1 Start .,1.33 ft ,� Wood'S ecies r SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.42 ft Wood Grade #2 Rafter Slo e_ _ : --, 35° a� ,PV 2 Start ` A;.. .r sFb a -M 875 psiv Rafter Spacing .16"O.C. PV 2 End F. 135 psi ' Top Lat Bracin ;iw cv - 4 6 ,. Full . ! , PV 3 Start art" E" '11400000 si,_ Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Member Loading Summary Roof Pitch 9 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 8.5 psf x 1.22 10.4 psf 10.4 psf PV Dead Load P.V-DL.: 3.0psf .x 1:22 ' r -3.7 sf ' .. Roof Live Load RLL 20.0 psf.- x 0.78 15.5 psf Live/Snow Load, : ALL/SL12 30.O psf . �x 0:61 °x 0.38 = "q18'3i`psf "` 114"'psf Total Load(Governing LC 1 28.7 psf 1 25.4 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=Ct=I5=1.0; -Member Design Summary(per NDS)' Governing Load Comb CD: CL + CL - CF -Cr D+ S 1.15 1.00 0.42 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 17 psi 0.7 ft.. 155 psi 0.11 n�' � r,a fk Bendin + Stress s _. a,246 `si', 5.9'ft. `�1273' siw' "� 0.19 '(Governs)" t Bending - Stress -9 psi 0.7 ft. -534 psi 0.02 Total'Load'Deflection °` `°" '0.09 in. � 1691 ""5.9'ft. 1.25 in. 120 0.07 i LOAD ITEMIZATION - MP2B PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) ~_ a ; e,y, f 05` sf PV System Weight(psq 3.0 psf Roof Dead Load Material Load Roof Category Description MP2B �- � Comp 2 5 sf Existing�Roofin 9,Mate;,rial :: L 1-La ers) Re-Roof No _Underlaymen_t Roofing Paper .`=r' °`A 0:5 psf. „ Plywood Sheathing Yes 1.5 psf Board Sheathing - None Rafter Size and Spacing 2 x 10 @ 16 in. O.C. 2.9 psf Vaulted�Ceiling vs z; , �, - Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8.5 psf MP213 8.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area Roof Slope 9/12 Tributary ion Area Reduct _ _ Rt 1 Section 4.9 Sloped Roof Reduction Rz 0.775 Section 4.9 Reduced Roof Live Load ; j_ Lr 4= Lo (Rt) (Rz) _ Equation 4-2 Reduced Roof Live Load Lr 15.5 psf(MP2B) 15.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes ry Effective Roof Slope 350 Horiz;DistancejromEv_e�to fRd9e 13 5 f Snow Importance Factor IS 1.0 Table 1.5-2 ,. r 4 . 77 i'slyaEposed,T Snow Exposure Factor Ce Table' =k 2 10 ;. Snow Thermal Factor Ct All structures excepti 0s indicated otherwise Table 7-3 �—�— _—-- Minimum Flat Roof Snow Load (w/ - Rain=on-Snow Surcharge)° e pf`"'" n ry21.0 psf r 7.3 4&7 10 Flat Roof Snow Load Pf pf= 0.7 (C.)(Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Desi n Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs-roof All Other Surfaces Figure 7-2 0.9 Design Roof Snow Load Over Ps-roof= (Cs-roof) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 18.4 psf 61% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p„ Unobstructed Slippery Surfaces Figure 772 0.5 Design Snow Load Over PV PS-p„= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-p" 11.4 psf 38% FCALCULATION OF-DESIGN WIND LOADS=MP2B Mounting Plane Information Roofing Material Comp Roof Sola rCiS ekMou�n _ PVgSystem.TYP? ty - �tt � Spanning Vents No Standoff Attachment Hardware `7917 77 �, Como Mount Tvae C � ;; Roof Slope 350 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin$Spacing X X=PurlinsOnly -a_ NA. ' Tile Reveal Tile Roofs On NA TH Attachment 1TilelR70ofsICnly Sta nd ing Seam/-rrap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code -ASCE 7-05 WinWin gn Method + : : 7, Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category ". ----- n . � C.„ Section 6:6 3 Roof Style Gable Roof Fig_.6-11B/C/D-14A/B Mean Roof Hei ht h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor " �� ¢ "aK x4a . 1:0071° r Section;6i5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I lA -Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Qown * 0.87 fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC,) Equation 6-22 Wind Pressure Up p„ -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS ' X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" _Max Allowable Cant erg. ; Landscape__. W' , ,_ 24" Standoff Configuration Landsca a Staggered M aX,$tandoff Tributary Areae< r €Trib4' __ ' "18 sf �{' - L o-- - -- PV Assembly_Dead Load W-PV 3 psf Net Wind_Uplift at Standoff T-actual -388 Ibs a Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci _ . DCR X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66 M trat _ 7 NAaAeCntev Standoff Configuration, Portrait Staggered Max Standoff Tributary Area Trib 22 sf PVVAAssembly Dead Load W PV -3 psf Net Wmd,Uplift at StandoffkT actual I A- _bs 485 I s Uplift Capacity of Standoff T-allows 5001bs DCR ,DemC and ac " TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued 424 Y Conservation Division Application Fee Planning Dept. Permit Fee 1 3 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address S Rase�..x�cJc� i r_ Village Cx � ri Owner M��Ss�..,. iZ�� Address Telephoners$\ �Sl � Permit Request �'.��,_,lii �;����r�����. �G�. �.(_� c�►,, rr-z�o�- S, 2J�� •��6 o 411 -6e CT A ► IL /uare feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District FZ Flood Plain Groundwater Overlay vut ' 4 Project Valuation *2Q Ica Construction Type S,6 ce_c- Lot Size O,H� Grandfathered: ❑Yes No If yes, attach So orting Ogcu atation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) -q, m Age of Existing Structure Historic House: ❑Yes No On Old Kings Highway.J7 Yew �No Basement Type: Full ❑ Crawl ❑Walkout ❑ OtherCIO o Basement Finished Area (sq.ft.) 1�,�,�. Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing An4 Number of Bedrooms: existing —new Total Room Count (not including baths): existing I new First Floor Room Count Heat Type and Fuel: 2/Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Gd 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: Zexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ G` Commercial ❑Yes ❑ No If yes, site plan review # Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number a�12ES _ Address SL_ License# 1 (��,' - (�► Home Improvement Contractor# �(s8 ST_� � ao�-nv�l-, AA- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r,=:,a.M..s ,- SIG NATURE DATE a t FOR OFFICIAL USE ONLY r APPtICATION# DATE ISSUED_ MAP/PARCEL NO. ADDRESS VILLAGE OWNER E , DATE OF INSPECTION: rEFOUNDA•TION3ut��,.. Ar�k,F�,����,;����.�� : _. FRAME A IINSULATION,E g.i:, < <3 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f, GAS: ROUGH FINAL FINAL BUILDING uw f DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of InduslrialAccidents Z Office of Investigations I Congress Street,Suite 100 r` Boston,MA 02114-2017 \ www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ' Applicant Information Plea a Print.Legibly Name(Business/Organization/Individual): SOIarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo f CA/94402 Phone#: 650-963-5100 Are you an employer? Check the appropriate box: Type of project.(required): 1.❑■ I am a employer with 3000 4. ❑ [am a general contractor and I have hired the sub-contractors 6. ❑New construction employees (full and/or part-time). - 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet_ 7: ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition , working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.; required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no Solar/PV employees. [No workers' 13.�Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'.compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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. am an employer that is providing workers'compensation insurance for ni y employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance.Company Policy#or Self-ins. Lic.#: W°`766DO66265023 Expiration Date: 09101/2014 Job Site Address: All LOCatIOI1S City/State/Zip: -✓ ,{�„¢- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration"date). Failure to secure coverage as required.tinder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator..Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. /do hereby certify under the pains and penalties of ri that the information provided above is true and correct. Signature:,, Date: . l Phone#: 97821'52359 Offrcial 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#: t a ,4coRa® CERTIFICATE OF LIABIL OATEB/21/201 ITY INSURANCE D08/21/°°"3 ��• 3 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 0726293 1-415-546-9300 TNATBrendan ¢uinlan Arthur J. Gallagher b CO.Insurance Brokers of California, Inc., License #0726293 E,d1: 415-536-40201255 Battery Street #450 brendan inlan@a' com s� 9u ]4•San Francisco, CA 94111 INSURERS)AFFORDING COVERAGE NAIC qA: LIBERTY NUT FIRE INS CO 23035 INSURED INSURERB: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C: 3055 Clearview Way INSURERD: San Mateo , CA 94402 INSURERE: INSURER F: COVERAGES CERTIFICATE,NUMBER: 35272277 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD S BR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDrYYYY MMIDD/YYYYI LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY - � PREMISES Ea occurrence $ 100,000 CLAIMS-MADE �OCCUR MED EXP Any one person) $ 10,000 X Deductible: $25,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 -il POLICY PRO-ircT LOC� $ A AUTOMOBILE LIABILITY AS2661066285043 09101/1-.. 09/01./14 COMBINEDSINGLELIMIT Eaaccident) 1,000,000 X ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ . UMBRELLA LIAR OCCUR EACH OCCURRENCE _ $ EXCESS LIAR El CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC7661066265033 (WI Retr )'09/Ol/l 09/O1/14 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY RLIMITS B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WA766DO66265023 (Ded) 09/01/1 09/01/24 E.L,EACH ACCIDENT $ 1,000,000 OFFICEWtMEMBER EXCLUDED? Na N I A (Mandatory In NH) E.L.DISEASE.EA EMPLOYEE $ 1,000,000 It yes,describe under --- , DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES Attach ACORD 101 Additional Remarks Schedule 1,more ace Is required)( P 9u1 ed) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD satyasan 35272277 11 t'i ' �(1V( �/ 6 J''/�.�:::'[/CfC L�.J J- t✓"C.?(/G :J�s f�/J' Office of Consumer Affairs nd Business Regulation > 10 Park Plaza - Suite 5170 gi Boston, Massachusetts 02116 Home.Improvement Contractor Registration Registration: 168572 ` Type: Supplement Card Expiration: 3/8/2015 SOLARCITY CORPORATION ' JASON QUINLAN -- --- 24 ST. MARTIN STREET BLD 2 UNIT°1'1 --- -- - -- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCAt 0 20M-05/11 t 0 Address Ej Renewal E-1 Employment C] Lost Card y„- Office of Consumer Affairs&Business Regulation License or registration valid for individul use only - ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: r Office of Consumer Affairs and Business Regulation k�iegistration: 168572 Type 10 Park Plaza-Suite 5170 p 3/8/2015 Supplement :and .r�' Ex tration: pp Boston,11'9A Ol]16 SOLARCITY CORPORATION JASON QUINLAN 24 ST MARTIN STREET BLD 2UNI ��- TAANLBOROUGH,MA 01752 Undersecretary Not valid without signature Massachusetts •Department of Pubho Safety Board of Building Regulations and Standards l S :rlf�l Plli'1l+111 �itjlcl t l.iue. - License- CS-095884 JASON R QUINLAN 190 WAIL ST BRIDGEWATER MAj .;J9 !Z14— Expiration . Crtintnt sli!ner 12/0212014 Y r d -= Office of Consumer Affairs usiness Re 1 i- gu at on 10 Park Plaza - Suite 5.170 Boston, Massachusetts 02116 Home Improvement Contractor Registration. Registration: 168572t• Type: Supplement Card Expiration: 3/8/2015 SOLARCITY CORPORATION ALEC MEYERS 24 ST. MARTIN STREET BLD 2 UNIT, 1�1' MARLBOROUGH, MA 01752 na ✓ Update Address and return card.Mark reason for change. sca i a 20M•05/11 Address Renewal Employment Lost Card /re Tyr«7/l,'I�rnlrrucicl/�n�G��l�C1,ICCCIrCJC��t .. Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date.-If found return to: Office of Consumer Affairs and Business Regulation egistration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 .� Supplement Card Boston,MA 02ll6 SOLARCITY CORPOPATIONt ALEC MEYERS o. 24 ST MARTIN STREET BLD,`2UNI ITIIAkLBOROUGH,MA 01752 Undersecretary Not IiAfi d�hout si nature 7 I DocuSign Envelope ID:CA2774BE-lA4A-4AE1-8DC3-CF502DDCFEA9 0A SolarClty. Power Purchase Agreement Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.We estimate that your System's first year annual production will be 9,535 kWh and we estimate that your average first year monthly payments will be$101.71.Over the next 20 years we estimate that your System will produce 181,909 kWh.We also confirm that your electricity rate will be$0.1280 per kWh,(i.e.electricity rate$0.1280 and tax rate $0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.5%per year. Your Details Exactly as it appears on your utility bill Homeowner's Name&Address Co-owner(if applicable) Service Address Melissa Rubin 15 Rosewood Ln 15 Rosewood Ln Barnstable,MA 02635 Barnstable,MA 02635 As soon as you acknowledge the above design and production details by signing below,we will schedule your installation.If you have any questions or concerns please contact your Sales Representative. Owner's Name:Melissa Rubin SolarCity DocuSigned by: DocuSigned by: - - - )tit 11 1/18/2014 -- 1/18/2014 t udou RIDE,EEB - — vE626957Avi.6... 7 98026268E8C74ED... Signature Date Signature Date Co-Owner's Name: Signature Date 1 3055 CLEARVIEW WAY, SAN.MATEO, CA 94402 888.SOL.CITY 1888.765.2489 SOLARCITY.COM MA HIC 168572 The Rubin Family 508-681-8345 p.1 r , OWNER AUTHORIZATION Job ID: JB-26200-00 Location: 15 Rosewood Lane Cotuit MA 1155li [ as Owner of the e t sub'� c property � hereby authorize SolarCi Cor —H1C 168572 to act on my behalf, in all matters relative to work au rized b this building permit application and signed contract.-. V v 1 Signature of Owner: DE te: } i Version#17.7 o .sO�afClt�/4 3055 Clearview Way,San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www.solarcity.com January 16,2014 Project/Job#026200 RE: CERTIFICATION LETTER Project: Rubin Residence 15 Rosewood Ln Cotuit, MA 02635 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: , -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS -Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Roof Dead Load = 8.5 psf(MP1A) 12 psf(MP1B) -Roof Live Load = 17 psf(MP1A) 17 psf(MP1B) -Ground Snow Load = 30 psf, Roof SL(PV Areas) = 13 psf, Roof SL(non-PV Areas) = 21 psf Note: per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the structural roof framing has been reviewed for loading from the PV system on the roof.The structural review only applies to the section(s)of the roof that directly supporting the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. � tH OF Alto_ Please contact me with any questions or concerns regarding this project. YOO JINh,� Sincerely, K • 4 VI y No. .7 Yoo]in Kim, P.E. Civil Engineer T d ti Main: 888.765.2489,x5743 Digitally Signed by Y00 din Kim SAL email: ykim@solarcity.com Date: 2014.01.16 07:56:38 -08'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A2 NOG 24377 i,G;CSI,I�BBC,IC14.CC)CC fl? +IA 4ilt:�tiGA572,M';?MWIC t2A418:PlJ 13111UG�GQStJU, .. C)P(:GB 78(345k3,ch i3%7347.7X'tD1A 27Qtifi,th A C;C..L,c{J�ANC"41PO7,?�2C1;SntarC:fty,J,N riryrts recenstl. 01.16.2U14 SolarCity Page# 2 3055 Clearview way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www solarcity com Rubin Residence - Job # 026200 TABLE OF CONTENTS CONTENT Page # Certification Letter 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Calculation Of Roof Snow Loads 7 Structural Framing Analysis 8 Note: per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE VICINITY MAP 130 0,40 41 Cloo)bs WWI • 28 • • • ' 28 15 Rosewood Ln, Cotuit, MA 02635 Latitude:41.642883, Longitude: -70.449996, Exposure Category: C \l�• 01.16.2014 v O��SolarC�ty SleekMountTM PV System Ve�i Page#.3 -•i Structural Design Application PRO]ECT INFORMATION -Project Name;: v, Rubin Residence AHJ:__ Barnstable Job Number: 026200 Building Code: • MA Res. Code,8th Edition _ Customer Name.: _ Rubin, Melissa _ _Baseded On. " IRC_2009 j IBC2009 Address: 15 Rosewood Ln ASCE Code: ASCE 7-05 -- .. -- --.., _- _ y - City/State:_ Cot �uit,,_ Zip Code 02635 Upgrades Req'd? No Latitude./Longitude 41.642883 __ 70.449996 ..`Stamp Reg'd? . Yes SC Office: Marlborough PV Designer: Mark Zacchilli Calculations: r John A.Calvert P.E. EOR: Yoo I i n Kim P.E. MOUNTING STRUCTURE &P V SYSTEM INFORMATION_ Mounting Plane Information Roofing Material Comp Roof _ ._ _. _ �- 4 ._R� Tile Reveal - _ SM Span Only_... Standin Seam S acin SM Seam Only NA Roof Sloe . o Rafter Spacing 16"O.C. PV Assembly Information PV System Type SolarCity SleekMountIm PV S stem Module Orientation - mom- - Landsca pie and Portrait �- Tile Attachment System Tile Roofs Only NA Tile Spanner_Bar.Direction ._�_ _ SM_Span.Only� ._- NA Spanning Vents _ _ -•No .� _ _ _ __. _. Standoff.(Attachment Hardware) _ �• _�,•-. _ _ _ Comp Mount.Type C Minimum_Eave End Setback _ 12" _ Minimur Rid e,Setback _ 12" PV System Weight PV Module Weight(psf) 2.5 psf Hardware Assembly Wei ht s '�" PV System Weight s 3 psf Pagel 4 CALCULATION OF DESIGN WIND LOADS __ _�� _� Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method_ _ .�._ ti, _Partially/FullyEiiclosed Method Basic Wind Speed_ V 110 mph _ Fig. 6-1 ~ Exposure.Category, Section6.5.6.3~ Roof Style _ ^Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height- � �— w _ h _ _ 25 ft - Section 6.2� Effective Roof Slope 300 Effective Rafter Spacing �- 16"O.C. Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ _ 0.95 _ Table 6-3 To pographic Factor __ _._ Krt ._ _ 1.00' _- Section 6.5.7Y Wind Directionality Factory ^-Kd 0.85 Table 6-4 Importance Factor - I ~1.0 - _ Table&I Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient(Up) GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCP(Do-) 0.88 Fig.6-11BjC/D-14A/B Design Wind Pressure p p =qh(GCP) Equation 6-22 Wind Pressure Up POP) -23.7 psf Wind Pressure Down I P down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing _- Landscape 64" 39" „ -_ Max Allowablele a intent levers Landscape._�. 4_ y �• _ 24"' _� � �� 'NA—' Standoff Confi uration Landscape Staggered Max Standoff Tributary Area _ Trib 17 sf _ _a. _. _ .�- PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff_ T-actual_ _ _ 383 Ibs lift Up Capacity of Standoff T-allow 500 Ibs - Standoff Demand/Capacity DCR 76.6% X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 65" Max Allowable CantileverW Portrait _w� . _',. 17" _mod_ _ __ DNA Standoff Configuration oPortrait Staggered Max Standoff Tributary Area Trio 22 sf, PV Assembly Dead Load W-PV _ 3 psf � Net Wind�Uplift atStandoff� _, _:17pactual,_ ___ _ _ 479 Ibs _ Uplift Capacity of Standoff T-allow �_ w 500 Ibs Standoff Demand Ca aci DCR" 95.7%0. Page#5 CALCULATION OF ROOF DEAD AND LIVE LOADS - MP1A Roof Dead Load Material Load Roof Category Description MP1A Roofng Type _ _ Comp Roof _ _ _'2.5,psf Number of Layers 1 Underlayment_ _ _ . _ _ _ Roofing Paper { _ 0.5,.psf Plywood Sheathing _Yes 1.5 psf Board,Sheathing -. _ _ n _ _ ._ ..., .�._ None _ _ _ _ 0.0 psf - Rafter Size and Spacing 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling_,_ __ _ _ti _. _ None ` - 00 psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8.5 psf MP1A 8.5 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary.Area At < 200 sf Roof Slope _ _ 7/12 Tributary,Area Reduction Ri � 1 �J Section 4.9 Sloped Roof Reduction Rz 0.85 Section 4.9 Reduced Roof Live Load 7 Lr L; (Rt)(I22) Equation 4-2 Reduced Roof Live Load Lr 17 psf MP1A 17.0 nsf ' r III Page#6 CALCULATION OF ROOF DEAD AND LIVE LOADS MP1B _ I Roof Dead Load Material Load Roof Category Description MP1B Roofing.Material a Comp Roof 2.5�psf= Number of Layers 1 Underlayment __ _ _ .. _ _ .- _ rRoofing Paper 05;psf Plywood Sheathing Yes - .� 1.55 psf Board Sheathing_ _ ��None 0.0 psf Rafter Size and Spacing 2 z 8 @ 16 in. O.C. 2.3 psf Vaulted Ceilings Yes _ 41 psfw„ Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 12 psf MP16 12.0 psf I Page#7 CALCULATION OF ROOF SNOW LOADS _ ASCE Design Roof Snow Load Criteria Code Ground Snow Load p 30.0 psf_ ASCE Table 7-1 Snow Load Reductions Allowe_d? . -- _, Yes _ _ �_. Effective Roof Slope 30 Honz,Distance from Eve,to.Ridge_ _._�._ W 15 3:ft Importance Snow Impce Factor 1.0 Table 1.5-2 ._.._ � oft Partially Exposed ._. Snow Exposure:Factor Ce Table 7-2 1.0 All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Table 7-3 _ - w. _. _. ... _ _.� _ .. Minimum-Flaf Roof Snow Load'(w/_' Pf-min: 21-.0 psf 7.3:4&7.10 Rain-on-Snow_Surcharge)_ Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct)(I)pg; pf> pf-min _Eq: 7.3-1 21.0 psf 70% ASCE Desi n Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding All Other Surfaces Roof CS-goof Figure 7-2 1.0 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pr ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV 0.6 Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS-PV PS PV= (Cs-Pv)Pf ASCE Eq: 7.4-1 Modules 13.0 psf 43% COMPANY PROJECT WoodWorks SOFTWARE FOR WOOD DESIGN _ Jan.16,2014 07:03 MP1A.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead. Full Area No 9.00 (16.0)* psf SL Snow Full Area Yes 21.00 (16.0)* psf PVDL Dead Full Area No 3.00 (16.0)•* psf Self-weight Dead Full UDL No 3.3 plf *Tributary Width (in) Maximum Reactions(lbs), Bearing Capacities (lbs)and Bearing Lengths(in) iN-6.7" . 0' 1'-2" 12'-2" Unfactored: Dead 150 122 Snow 188 154 Factored: Total 338 276 Bearing: F'theta 737 737 .Capacity Joist 967 553 Supports 586 586 Anal/Des Joist 0.35 0.50 Support 0.58 0.47 Load comb #2 #4 Length 0.50* ; 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 6251 625 *Minimum bearing length setting used:1/2"for end supports and 1/2"for interior supports MP1A Lumber-soft,D.Fir-L, No.2,2x10(1-1/2"x9-1/4") Supports:All-Timber-soft Beam,D.Fir-L No.2 Roof joist spaced at 16.0"c/c;Total length:14'-6.7";Pitch:7/12; Lateral support:top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress (psi)and Deflection (in)using NDs 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 23 Fv' = 207 fv/Fv' = 0.11 Bending(+) fb = 420 Fb' = 1309 fb/Fb' = 0.32 Bending(-) fb = ' 19 Fb' = ,1290 fb/Fb,' = 0.01 Deflection: Interior Live 0.08 = <L/999 6.64 = L/240 0.12 Total 0.14 = <L/999 0.85 = L/180 0.16 Cantil. Live -0.03 = L/626. 0.14 = L/120 0.19 - = Total -0.05 = L/352 0.18 = L/90 0.26 _ _ e F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1A.wwb Wood Works®Sizer 10.0 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb1+ 900 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 4 Fb'- 900 1.15 1.00 1.00 0.985 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.0.0 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00, - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 242, V design = 212 lbs Bending(+) : LC #4 = D+S (pattern: sS), M = 749 lbs-ft Bending(-) : LC #2 = D+S, M = 34 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live'Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 158e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NOS 3.10.3 Design Notes: 1.Wood Works analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012), and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS:level bearing is required for all sloped beams. 6.FIRE RATING:Joists,wall studs,and multi-ply members are not rated for fire endurance. 7.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. 4 COMPANY PROJECT. WoodWorks' SOM%'ARF FOR WOOD DESIGN _ Jan.16,2014 07:05 MP1B.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft) Magnitude Unit tern Start End Start . . End' DL Dead Full Area No 8.00 (16.0)* psf SL Snow Full Area Yes 21.00 (16.0)* psf DL-Vault Dead Partial Area No 0,00" 4.50 4.00 (16.0)* psf PVDL Dead Full Area No 3.00 (16.0)* psf Self-weight Dead Full UDL No 2.6 plf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs)and Bearing Lengths (in) : 0' 1'-2" 13'-3" Unfactored: f. ..Dead 170 123 Snow 203 ` 169 Factored: Total 373 292 Bearing: F'theta 741 741 Capacity Joist 973 556 Supports 586 586 Anal/Des Joist 0.38 0.53 Support 0.64 0.50 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 - 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 6251 625 *Minimum bearing length setting used:1/2"for end supports and 1/2"for interior supports MP1 B Lumber-soft,D.Fir-L,No.2,2x8(1-1/2"x7-1/4") Supports:All-Timber-soft Beam,D.Fir-L No.2 Roof joist spaced at 16.0"c/c;Total length:15-8.6";Pitch:7/12; Lateral support:top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2012: Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 34 Fv' = 207 fv/Fv' = 0.16 Bending(+) fb = 803 Fb` = 1428, fb/Fb' = 0.56 Bending(-) fb = 34' Fb'. =. 1411 fb/Fb' = 0.02 Deflection: Interior Live 0.23- L/718 0.70. = L/240 0.33 r Total 0.41 = L/413 0.93 = L/180 0.44 Cantil. Live =0.07 = L/226 0.14 = L/120 0.53 Total -0.12 = L/130. 0.18. = L/90 0.69 F] Woodworks® Sizer SOFTWARE FOR WOOD DESIGN „ MP1B.wwb WoodWorksO Sizer 10.0 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cnr LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 . Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 9 , Fb'- 900 1.15 1.00 1.00 0.988 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V 268, V design 243 lbs Bending(+) : LC #9 = D+S (pattern: sS), M = 879 lbs-ft Bending(-) : LC #2 = D+S, M = 37 lbs-ft Deflection: LC #9 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 76e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.Wood Works analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012), and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS:level bearing is required for all sloped beams. 6.FIRE RATING:Joists,wall studs,and multi-ply members are not rated for fire endurance. 7.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. r IHEr TOWN OF BARNSTABLE' y ti Bu�ld�ng Application Ref: 200704589 BARNSTABLE, Issue Date: 07/30/07 Permit 1 MASS. p 1639• ��� Applicant: WELL BUILT POOLS rF� •1 A Permit Number: B 20071805 Proposed Use: SINGLE FAMILY HOME Expiration De: 01/27/08 Location 15 ROSEWOOD LANE Zoning District RF Permit Type: POOL INGROUND RESIDENTIAL Map Parcel 010038 Permit Fee$ 60.00 Contractor WELL BUILT POOI;S Village COTUIT App Fee$ 50.00 License Num. 142062 Est Construction Cost$ 18,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 16'X36'POOL WITH A 4' STOCKADE FENCE TO CODE THIS CARD MUST BE KEPT POSTED UNTIL FINAL I INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CRANKS, DELLA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 15 ROSEWOOD LN INSPECTION HAS BEEN MADE. COTUIT, MA 02635 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS�NO'RIGHT TO OCCUPY°ANY'STREET;ALLY;OR•SIDEWALK�OR ANYPART THEREOF EITHER TEMPORARILY-OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED,UNDER:THE BUILDING CODE;MUST BE APPROVED.BY°THE JURISDICTION: STREET OR:ALLY:GRADES_AS WELL AS DEPTH.AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OEPUBLIC,WORKS:;a THE ISSUANCE.OFTHIS PERMIT DOES NOT RELEASE THE APPL'ICANT`FROM THE CONDITIONS'OF ANY,.APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2."ALL FIREPLACES MUST BE INSPECTED AT THE THROAT.LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL.INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as.set forth in MGL c.142A). W,,.W I RIP BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1fi161- a7(0a 1 1 4+ i„' t� l 6 I3 J 2 2 U 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,— Ma � P1 N Parcel 'ApNlicati�n# Health Division " Date Issued*.' �a Conservation Division All,= Application fee Tax Collector T Permit Fee, Treasurer Planning Dept. - r� Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 0 S c C�sa Village -- Owner 7e(�"� Y �'� Address JAM W Telephone Permit Request Ns Is« � o�iA �s es a'h �`� ��"i�•►°aye ' -Q , d - — r Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District C Flood Plain Groundwater Overlay f Project Valuatio �, Construction Type :� Lot Size , S"2.? ' Grandfathered: ❑Yes ❑No If yes, attach supportin'g documes Ration, wi N w i Dwelling Type: Single Family Ud Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes a/No On Old King's ighway60❑Yes' 2(No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other 7 Co 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 Central Air: ❑Yes ❑No Fireplaces: Existing New _/ Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:Iexisting L�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 —O No. If yes,site-plan-review# Current Use C S 3c p,u, Proposed Use 1,.I v BUILDER INFORMATION Name (,A P, (��`Z f Telephone Number 860 y �{ h��rl�� License# Address k1.i og a 2 T?7 Home Improvement Contractor# i 4 2-o -- Worker's Compensation# a 3s I 't �' u (`I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE - 2,( , o7 ' FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION LTG "mom �647 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ; FINAL BUILDING C0 r DATE CLOSED OUT ASSOCIATION PLAN NO. �a , 5 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a , 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeb.ly Name (Business/Organizationdndividual):. A E 7 M U P l L1 S f (,),,h 0y i I PO Z 11 Address: ,C i L4 s L, City/State/Zip: � WAP S Z 11� 7] Phone.#: j L) d Are.,you an employer? Check the appropriate box: ey 2. 4. Type of project(required):. 1:® I am a employer with ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions , 3.El officers have exercised their I am a homeowner doing all work 11.❑Plumbing repairs or,additions myself. o workers' co right of exemption per MGL y t c. 152 4 12.❑Roof repairs insurancesequired.] ' §1O'and we have no , .13.®Other P�•o L employees. [No workers' comp.insurance required.] , `Any applicant that checks box#1 must also fin out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet sbowing 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: IA. ' U �� �,. .L r O os ^2h< Policy#or Self-ins.Lic.#: 3 3 Expiration Date:_ \ �c Job Site Address: l n�i�UJ��� (rhl City/State/Zip: \-7, Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the IA for insurazi&coverage verification. I do hereby certi: der the d penald of perjury that the information provided above is true and correct Sienature: Date: - o Phone#: Official-use only. Do not write in this area,tb be completed by city ar town ojj%ciat: City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building(Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An emplpyer is defined as"an individual,partnership,association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or traste6-of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the• dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C()states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the in.L•ance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)name(s),address(es) and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required.`Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of .Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant, Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 6.00 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia ryoF E' ti Town of Barnstable. Regulatory Services Thomas F.Geiler,Director 6.19. Building]Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barnstable.ma.us Office: 508-862-4038 Fax- 508-790-6230 Property Owner Must Complete and Sign This Section If Usuag A Builder I, Dr-1-1c" cr ' k, s ,as Owner of the subject ro e P P riY n ooj hereby authorize ;�c► a S lei, It p• to act on my behalf, in all matters relative to work authorized b7 this biulding permit application for; , (Address of Job) Signature of Owner Date Print Name QFOP N1S:O vTNERPBRMI55I0N °FTME Town-of Barnstable Regul#ory Services " EWSTABU x Thomas F.Geiler,Director 9 h4ASs Bulldincr Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date • AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, -improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: V' p6''W� o�" Estimated Cost O 0 iJ Address of Work: �0 P w;0 0 Lti in C� 1 T Owner's Name:_(C C 40(,S Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Jab Under$1,000 QBuildmg not owner-occupied ❑Owner pul]±g own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORD DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. . SIGNED UNDEYPEN IESOFP Y I hereby apply for a permit as the agent of the o Z Date ontrac Name Registration No. OR i Date Owner's Name Q:foms:homesEdav -- LL 'Ihoard of 8811"PAPIRNans and Standards Literate of < X ry RME BWPROVEMEWT CONTRACTOR valid forindividid me oWy X• iafraiton: hefoe the ex lion dot. [f found ratum to: ` p 14 Board of Building RwlRf tIV and Standards 2M E%Pftdcn: 3M V2008 One Aah6orom Flsoe Rm 1301 Types p®q Bow,ML 02108 Wool-SLAIt P006 Gary Medelros >' 1294 Locuet Street �L. ..� LiG J Fall River,MA 0272.3 Adatl°0trstsr Not valid without sigoaturt 1 i ACORD,w CERTIFICATE OF LIABILITY INSURANCE 01/21/2007 rReme rt (508) 990-7367 THIS CERTIFICATE FIB-SUED A8 A MATTER OF INFORMATION ONLY AND CONFERS NO RMTS UPON THE CERTIFICATE Branco =ne. Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR 68 State Rd. ALTER THE COVERAGE AFFORDED BY TIC POLICIES BELOW. no. Dartmouth - INSURERS AFFORDING gTTMG6 NAIC 9 IHsuH" wftwmm,ImE ims DIRE & CA$OALY waLL uViLT POOLS wSUrjmo:LIBZRTY MMAL 194 0KAR,P9 LOT ROA1D IN$UR0:tQ INSURER LY SWANSEIA Nh 02797- mli I!: COVERAGE$ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED'M THE INSURED NAMED ABOVE FOR THE POLICY PMOD INDICATED.NOTWITHSTANDING ANY REQUU;MUENT,TERM OR CONMTWN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TD 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 CONDITIOPS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAN]CLAIMS. Im AWIL TYPE OF INSURANCE NUMBER DATE RATE E7IPMD ftT' N Lem A GENERALLUIBII,Y CLP6265676 03/19/2007 03/18/2000 EAcmoCCURREmm a 11000,000 S COMMERCIAL GENERALLIABIUTY 9mm"oww i 100,000 CLANS MADE M OCCUR / / / / WED E%P fl One 8 $,000 pERSOpAAL aADyINJURY $ 11000,000 GENERAL AGGREGATE $ 11000,000 AEWL AGCgEGATF..II�lW(yr API LIES lliK PRODUCTS-CDMPl�AGG $ 1,000,000 I'DUCY jSFj LOC A9T MOMLE LIABILITY / / / / CoMBI"SINGLE LIMIT i ANY AUTO (ES Sctlean,) ALL OWNED AUTOS / / / / BODILY INJURY $ SGIIEDULEO AUTOS fPer Pares,) HIRED AUTOS / / / / BODILY INJURY N094-OWNED AUTOS (Pmr"midwo PROPERTY DAMAGE - -- (Pnr xtddent) i GARAGE LL48RM AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / I OTHER THAN EA ACC 8 AUTOONLY: AGO $ EHCE.851UMBRELLA LMSIL Y / / / / EACH OCCURREWE a OCCUR CLAIMS WIDE AGOMCPATE a s DEDUCTbLE / / / / $ RETENTION R N/DRKdLSCOHIPHJ08ATIDNAND 1FC591835i939-D1� 02/27/7007 02/22/2008 ]C TONYUWTS ER" _ EMPLOYER$'LI AB LITY E.L.EACH ACCIDENT i ' 100,000 ANY PR0PR16TOWPARTNFR8(F..CUTNE OFF149H/MEM&-k MLUMD7 / / / / E.L DISEASE-EA EMltOYe9 i 500,000 If Yee,drAfto under 100,d00 SPECIAL PROVI,9 oeow E.L.DISEASE-POLICY LIMIT i OTHER DEN DF OPERATI0NWL[MATI0NWff*WUM4FX=6XW a ADD®by E1lDORSEMENTMKCW.PNON{d10N5 CERTIFICATE HOLDER CANCELLATION - ( VMLO ANY OF 111E ADM PNMROW POLXZS HE CAME'IND I,EFONE THE UMAT" DI17E TIC, THE M U NG, INSURER VOLL ONNAVOR TO MAIL 10 DAYS F..3 THB CERTIFICATE HIOU MI NAMED TO THE%APT,PUT FAILURE TO ODNO COLORATION OR LIABILITY OP ANY KIND UPON.THE IN ITS NTATIVES- AUYHO _74A A ACORD 29(2001108) 0 ACORD CORPORATION i§U �TM eLEDTw LAEk�oResW100 )3m a�,+�r2M020(01001,05 Zd WbBS:OT 1_00Z bZ 'I of 2_p066L980ST: 'ON XdJ S-IOOd l-1 I FE--l-13M: WO?U i'•1'y' ta`A"""R t3'v*a�"+?ar.,�'t',y¢+� •{. - 'y3ytVy','. � 11 RECTANGLE RADIUS 0 • • T B'THERMOPLASTIC • 8 f SIDE STEP T lu$ \ (ghtsde shown) 2'R STEP 4 CORNER WI8'SIDE STEP 36' 4T# DESCRIPTION 2'R 2R 8 8 8 8 2'R 2'R 102 8' Plain panel ` 104 8'Skimmer Panel ` 108 8' Return Panel B 123 4' Plain Panel 7 EN TR 8 8 129 2' Plain Panel PANEL e 161 2' Radius Panel 16'' 35'-91/4" THERSOE�5TIL 188 A-Frame !02 Nut& Bolt Pack ' 4 4p-1 3SNR 8'4 Tread Ste -N-Rest 2 2R 2R g 8 8 8 2R 2R T -A-FRAME BRACE . . RUM,;as where the ground water cable is a minimum of 4'6" - � - t 40" 40" not allow the height of backf ill to exceed the height of t feed backfill by more than 6". - - - g' u�a n ,minimum 8"deep.a slope of114"in l SAFETY NOTEPoolottomcon igurationsare - - or' All dimensions are finished dimensions. for illustrative purposes only. - F b1ED DOT _ Norundto thenurbed altoeart configuration shown con- PREPARED BOTTOM . - - eJ I'0"to the shallow The forms with current N.S.P.1 wg- .on manual. gcsted minimum suandards for - - �4' —+—8' � 4'� L 4'- 6' .I- _ 14' I- 12' are for illustrative put. pools approved for use with re Jiaated by various manufactured diving equip- ' Ue bilit of the treat.If diving equipment is - - s - reyanst y installed,follow the equipment tmponcmpans manufacturer's installation. - - it. Hate,and local build-use and safety instructions _ -- - - -- _ --- --- i `, - �� ------- _____ � li �j;�o ---� �� �l-If l�' 1, � IY __ y7 [{Aye • ,. MORTGAGE INSPECTION PLAN N OS TON O f• SURVEY9 INC. 05-07916 P0. Box 290220 Charlcstown;MA 02129 (617) 242-1313 MAIN (017) 242-1616 PA APPLICANT. CRANKS DEED/CERT: 14722-224 LOCATION: 15 ROSEWOOD , 2 Aire. PLAN REF: 284-42 • ss.00 is LJT L If ?�C Z:J 5 zz S,P, lS C6scww, Lh G-r tj ' 01 CV\Iq s la DECK 7; � v 2 STORY #15 C1 � �1 Q<j ��. 125.00 SCALE: 1 inch =30 feet �+r. 1994(Cl Hosrwr Swvey Software li[IJJ C�V I��JIJt LANE CERTIFIED TO, PREPARED: 10-20-2005 SH OF GEORGE According l0 Federal Eineigeticy;rlanagcntent Agenc), The pennancnt structures are approximately located on the �, ground as shown.,they either conformed to the setback C C maps,the major improvements on this property fall in an requirements of the local zoning ordinances in effect at COLLINS area designated as'Lone. (� the time of construction,or arc exempt from violation No 41784 2�—��� pn Z J} enturcentent action under h1.G.l..-ritle VII.Chapter 40A, �� community Panel No. q Section 7,and that there are no encroachments of major. Ng�1� � s;` Eftcclivc Date: improvements either way across property lines except as aQ UFt�1�y0 tf NOTE:Zone C is areas of minimal flooding(no shading). shrnvn and noted hereon. This designation is not based on an elevation certificate. ` fur Mortgage Loan Inspections N01 E:This is not a boundary or title insurance sure .This plan was prepared in accordance to procedural and lechnical standards ns as adopts Massachusetts hoard of Registration of proles:ional engineers and land*surveyors.250 CIAR 6 G5,and use for any ot!lr.pij,t,ose is prohibited.This plan i�rot by theto t it i AWE �Towri of Barnstable Regulatory Services * BARMNM ssBl'E' Thomas F.Geiler,Director 9� 1639 'OrEDMa'�A / Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 4, 2013 Melissa Rubin 15 Rosewood Lane Cotuit, Ma: 02635 RE: 15 Rosewood Lane, Cotuit, Ma. Map: 010 Parcel: 038 Dear Property Owner: This letter is in response to your request to build a detached shed at the above referenced address. Unfortunately, the application_ is not approved at this time for the following R reason(s): 1) The property is subject of a failed final inspection of a pool installed under building permit application number 200704589. a) Pool alarms need to be installed at doors leading to pool. b) The fence must meet the pool barrier requirements as detailed in 780 CMR c) The access gates leading to pool must swing away from pool and be self closing/latching as detailed in 780 CMR. Once the above deficiencies are corrected and the final inspection is approved,the application for a shed may be revisited. Respectfully, r TLauZOn Local Inspector jeffre .lauzone,town.bamstable.ma.us (508) 862-4034 I Town of Barnstable Regulatory Services �nie Thomas F.Geiler,Director °.� Building Division BMWSCABLE. : Tom Perry,Building Commissioner 16 9. � 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 4, 2013. Well-Built Pools Attn: Gary Medeiros 1294 Locust Street Fall River, Ma. 02723 l RE: 15 Rosewood Lane, Cotuit, Map: 010 Parcel: 038 Dear Mr. Medeiros: A review of our records indicates permit application number 200704589 has not successfully completed all required inspections. To date,the following items are found to be in violation: 1) The barrier does not comply with 780 CMR. 2) Doors leading to pool must have alarms in accordance with 780 CMR or pool must have an approved automatic safety cover. The above items must be corrected immediately as the pool has not been authorized for use. Thank you for your immediate attention in this matter. Respectfully, L L" 'auzon . Local Inspector 'et ffre .lauzon town.barnstable.ma'us (508) 862-4034 5 Efficient Buildings, LLC V October 31, 2011 _ Town of Barnstable Attn: Thomas Perry, CBO 200 Main Street Hyannis, MA 02601 re: 15 Rosewood Lane, Cotuit, MA 02635 Dear Mr. Perry: r This affidavit is to certify that all work completed at 15 Rosewood Lane, Cotuit, MA 02635, has been inspected by a certified Building Performance Institute (BPI) inspector. Work included air sealing, attic hatch insulation, and installation of 720 sq. ft. R-38 cellulose in attic, 132 sq. ft. R-19 and 224 sq.�ft. 2" Polyiso to kneewalls, and 160 ft. R-19 sill blockers. All work performed meets`or exceeds Federal and State requirements. Sincerely, r, Steve C. White Owner/Managing Member - Efficient Buildings, LLC f • . 6 �`� Vie='=' 8 Jan Sebastian Drive, Unit 10, Sandwich, MA 02563 Tel: 508-888-1110 Fax: 508-888-1109 i , r Town.. of Barzzstable Regulatory Services Thoriias F. Geiler,Director D wilding Division µk��' Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601' Prww.town.b arms-ta b le,m a.us 'Officet 508-862-4'038 Fax: 508-790-6230 PLAN RE I W Owner. Map/Parcrd e) Project Address �� ABSetwa Builder- Tp Lt!1 The fallowing iterns were noted:on reviewing: �f1-I�yTAt� 4�/RE 2 ,� tTcw�,ve-� /(,07' Lt A... Pet tx y[j ,p Regie:wed by: Date: _ Ae �/" „ r Town. of BarDstable Regulatory Servzces < . . >3�xszA�r Thorizas F. Geiler, Director 1619, wilding Division Thomas Perry, CBO,Building Com=Esioner 200 Maim street, Hyannis,MA 02-601” . www.town.b ams-f a b l e.w a.us 'Officec 508-862-4038 Fax: 508-790-6230 PLAN REVIEW f Owner. %Qf e rw Map/Parcel: Project Address lrl?ae WO�X 4me. Builder S The following items were noted-on reviewing: fie``'`5 CAI L iG r' AIrO Reaviewed by: / Date: t PROJE l NAME:!�a r ADDRESS: f PERMIT# PERMIT DATE: -4?� r f I1ARGE ROLLED .PLANS ARE ITS: i BOX f j� 5 SLOT Data entered in MAPS program on: BY: { s .W.�.^»„•r�'s'e:'....._,-.:.-•'�':: -......:.�»x`- '^.e'.."s5,"'^.^":^n.[..TM^^^':+^-^..i`_. .._._ .:v: .- ,y',�..m'..'.^^^'.r.'«..^', ^.«",., ..._ _ "."'='»..--�:':S'e._- - _ _ - _ r ® t w r, ,r� ada� - i,, >if" 4. ,aC7,+'tX�:i ¢-„ 3t %:'Sz.. ,.•" .. $ 'a'p- ...�. .fie F 1 �#�. �";h mow.. -x. 3f-• � :.. x:- "# ^t: „. - _. r,,-, File .Ed t z h z,l��.,.,4w..; a�,m�:�>a mw�^*?r~<a c�-..,;h �e•,ws��«F.ro :s:.q��t `�u��- r�,..r�".g,�:'-"gyp p:"r.s •'`"�a .�.'S _.: t&as y;.`z.�-i',,.".�~P�.`'.kx.......'� 3,a S. sS.r..« "�..�, ,r',r�A:-,c'�-ar,T .,. +��'�.; .,+�'�e•�w'': r�t��."� ,eY:. ,k,`3:'�"�.'.r �z- „....�„s+ „,,,..-, .�a.��.:�',u, r. .a:.�.e«.-..,_,�::-�..~« .,-,u .;.+...�.., _.-. wr•,.:..�- zr--�'.�'�"' — _-.�� - _ M� .,• ., ,,,�, , - � s :p�_,:. �--..1,. 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K :�" rx ��� {`xa =w ,:.. . ....�._ �a-+.�e+r......e. r •,+�.�,.,,,.«+ ��, =���s='_� .ate �€.'.,,- �33�� - �t;s S � d 'ly a r tI,VIO,a y ,-r .. . < �,.'. � a: - ^'a a•'.":'. i =:. as :> "�„' ry z�... ����w°`W. ;�°"t�. i �..���� �.�'. -'�,�€ .' �' '".,`",� ,p�`.�,,. `,� - .°�-A� .:,.^ry ,�, a� � " �.,+�.� ,k' .n. �t a�,�".,w._._ ?"� •rs..'fib _.. 'a �c" .�,`* i�"d. s, +. .,n..:, �,` T "': ,.:•^. ra•.,.. ,1 _ ?'. ,e .u.:z,. F.,'?i<.G a •.sy^ M 'y "t' �...f,:.,,..t ,°�.�F ,"' � .e .k ,' qg ...A ' �,.:X. kax '." - .. '� ... .-- .�$ , ,3-' 4'.�' "� �.. �• a�. v "-•""Y,��.,,k' t 1Ca'' ivr n: ..:,F 1�'� `�S'��a•r"° r�lr�",G x'&^� '�` c rn � "�,-" _ .r� _ �.,. ,ry`a.�r }� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address \S k S e -JJ 0®0�\-AW-%A Village crt y Owner S A ELI%a �M- Gress \,S �®S�•►�o©� L.�,y� Telephone XVO o 51�°\`-cal Permit Request —MkA ck 6 Ar . v a • Ak ®t-�, S Q..C-o'ao, 1\0-0 4, 01,&4 Square feet: 1 st floor: existing!�2d proposed 0 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation'fe>,00 Construction Type ' © At4Ne_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family' 1 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: 4L existing Q new Total Room Count (not including baths): existing \_new_ n First Floor Room Count Heat Type and Fuel: $,Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes CLNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes INo 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 yeses site plan review# M� �f_0 Current Use 4 \ �►Proposed Use -� �" AAe � APPLICANT INFORMATION Ma - i (BUILDER OR HOMEOWNER) j Name Telephone Number Address License# ® d tt Home Improvement Contractor# A- \ Worker's Compensation # v T ALL CONSTRUCT DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO V � ,�✓ Sl' SIGNATURE DATE '�� f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED _ )r E MAP/PARCEL NO._ >- ADDRESS VILLAGE • N OWNER DATE OF INSPECTION: c . FOUNDATION-I s FRAME a o� Q�//o9�,-./ y INSULATION FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL l GAS:-- 4aA;,. ROUGH FINAL t FINAL BUILDING;, 't Y DATE CLOSED OUT _ 1 ASSOCIATION PLAN'NO. The Commonwealth of Massachusetts Department of Industrial Accidents Off ce.of In vestigations 600 Washington Street Boston, MA 02111 "f z www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers kAplicant Information - Please Print L eRibly Narle (Business/Organization/Individual); oQ Adlress: �6 C i t/State/Zip:C `'� Phone #l: Are lou an employer?•Check the appropriate box: Type of project(required): 1.D4+am a employer'with 4: ❑ I am a general contractor and 1 6•' New construction . tmployees (full and/or part-time).* have hired the sub-contractors 2•❑ I am a sole proprietoror partner listed on the attached sheet. 1 7, ❑ Remodeling ship and have.no employees These sub-contractors have 8. ❑ Demolition Working for me in any capacity. 'workers'comp, insurance, 9; ❑Building addition No workers' comp.insurance. 5 ❑ We are a corporation and its. A nquired.] officers have exercised their. 10•❑Electrical repairs or additions 3.❑ [am a homeowner doing all work, right of exemption per MGL.. 11,[] Plumbing repairs or additions Rn self. [No workers' comp. x; c. 152, §](4), and we have no 12;0 Roof repairs insurance required.] t employees. [No workers' ]3.❑ Other comp. insurance required.] 9 *Any appikant that checks box#I must also fill out the section below showing their workers'compensation policy information; t Homeowters who submit this.affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. !Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation.insurance for my employees. Below is the policy and job site information. s Insurance Company Name: Policy # or Self-ins. Lic. #: Oglb Expiration Date: Nki� Job Site Address: @_\430 A-14 City/State/Zip; V o Attach a copy of the workers' compensation policy declaration page (showing the policy.number and expiration date). Failure to secure coverage as required under Section 25A of N40L c: 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-yeas imprisonment, as wel]-as civil penalties in the form of a STOP,WORK ORDER and a tine of up to $250.00 a day against the violator, Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification: I do her erti under th a s d e !ties of perjury that the information provr.• above'is true and correct Si nature: ✓ Date: o14 Ph one Official use only.' Do not write in this area,to be completed by city or town offccial. 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 Pierson: . Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Iursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, txpress or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the nceiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the avner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the duelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house of on the grounds or building appurtenant thereto shall not because of such employment be.deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have.been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of , PP Y insurance.. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required, Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure-that the affidavit is complete and printed legibly. The Department has provided a space at the bottom ofithe affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)." A copy of the affidavit that has.been officially stamped or marked by the city or town may provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license.or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. _ The Department's address;telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents` Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia 10129/2010 15:56 5083932273 NORTHWOOD TNSLIRANCE reams +?1 OP ID:TO CERTIFICATE OF LIABILITY INSURANCE °A'�`;`" ' �.,..,..-r 1a z�ria THIS CERTIFICATE 13 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: N the certificate holder is an ADDITIONAL INSURED,the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the"s and Conditions of the policy,certain policies may require an endorsement. A statement on this Certificate does not confer rights to the cartiHcate holder in lieu of such endoraemen s. PRODUCER lfOS'771'1632 NAME T Northwood Ins.Agency,Inc. 608-393.2968 i"X.No E : F 540 Main Street,Suite 9 Hyannis,MA 02801 OpRoomouffitSTANL-1 1 8 AFFORD" s INSURED Dean Stanley Building INSURER A:UbOKY Mutual Insurance Co. Contractor,Inc. NSURER a: - - 359 Capt.Ujahs Road INSURER C- Centerville,MA 02632 INSURER o: INSURER E: UR RF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWt"STANDING ANY REQUIREMENT,TERM OR CbNDITION 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. . 1 AVUL rim" EXP L1Mrr$ L TYPE OP INSURANCE PO T NUMBER M GOdERAL LIABILITY EACH OCCURRENCE f DAMAOF COMMERCIAL GENERAL LIABILITY P MI fi S CLAIMS-MADE M OCCUR MED EXP(AM am person) f PERSONAL$ADV INJURY 3 WNERALAGGREGATE 3 - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG 3 POLICY El P El OC 3 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea acmeM) ANY AUTO BODILY INJURY(Par person) E ALL OWNED AUTOS 90D4Y INJURY(Per ecdoerrq E' � SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS {Per eC(ydeM1 NON-OWNED AUTOS : ri S UMBRELLA LUM OCCUR EACH OCCURRENCE S EXCEBB LIAR CLARA$-MADE AGGREGATE E -- -- — DEDUCTIBLE RETENTION ! ; VIMERS COMPENSATION OR LiMITi TATU OTH• AND EMPLOYERS'LIABILITY.. OBl31H0 RBl39l11 A ANY PROPWIFORIPARTNERIEXECUTIVE Y❑ NIA C131I33743140110 E.L.EACH ACCIDENT 3 ��. OFFICERARMSER EXCLUDED? 100,800 �yyge h!�) E.4.018EA8E•EA EMPLOYE # f DflBCRIPTIo 0 ?ER N F.L.QISEABE.P()LIQY 1 tMTf E 0 DESCRIPTION OF OPERArONS i LOCATIONS I VEHMS (Attach ACORD 101,AdARional.Rem ft Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLAT ON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TKEREOF, NOTME vALL BE DELIVERED IN Dean Stanley Building ACCORDANCE VA714 THE POLICY PROVISIONS. Contractor,Inc. 359 Capt.Ujahs Road AVnMRREO REPRESENTATIVE Centerville,MA 02832 � ;<. o&PAAt. 019$8.2009 ACORD CORPORATION- All rights reserved. ACORD 2S(20MM) The AGO AD"erns=nd hgv ale reglstsred marks of ACORD OF THE r Town of Barnstable x Regulatory Services * SAwsTABLE, r y "SS. $ Thomas F. Geiler,Director �°rfn Mara` Building Division P Tom Perry, Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1, , ;as Owner of the subject property hereby authorize to act on my behalf, m all matters relative.to'work authoHbyybuilding permit application for: Slet (Address of Job) a Signature of Owner Da . Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION R Hof the r � Town of Barnstable Regulatory Services ` Thomas F. Geiler, Director � BARNSTABLE, � q MASS. i6.39. ,m Building Division AlFD '�a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATIO14: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state' zip code The current exemption for"homeowners"was extended to include owner-occupied,dwdgpgs_ of six units or less and to allow homeowners to engage an-individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached'structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. x' - t Signature of Homeowner Approval of Building Official s Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. tiarnstame Assessing 3eailcit icesuits • �s� - �- -- New Search. ' _ { NeW Interactive Maps >, k � Owner: 2007 Assessed Values: CRANKS,DELLA 15 ROSEWOOD LANE Appraised Value Assessed Value MaptParcel/Parcel Extension Building Value: $252,700 $252,700 010 /038/ Extra Features: $2,500 $2,500 Outbuildings: $0 $0 Mailing Address Land Value: $152,500 $152,500 CRANKS,DELLA Totals $407,700 $407,700 15 ROSEWOOD LN COTUIT,MA.02635 Tax information: Tax information is currently not available for 2007 Construction Details Building � Property Sketch & ASBUILT Cards Building value $252,700 Interior Floors Carpet . Style Colonial Interior Walls ,Drywall Model Residential Heat Fuel Oil Grade Average Minus Heat Type Hot Watery f N Stories 2 Stories AC Type Central k• " xa r Exterior Walls Vertical Sidin Bedrooms 5 Bedrooms Roof Structure Gable/Hip Bathrooms 2 Full+1H Z 3., Roof Cover Asph/F GIs/Cmp living area 2626 1 a Replacement Cost $308167 Year Built 1977 Depreciation 18 Total Rooms Land CODE 1010 AsBuilt Card NIA Lot Size(Acres) 0.47 Appraised Value $152,500 * :16iew interactive_Maps Assessed Value $152,500 ' -- - - - - — Sales History: http:%%www.town.b4mstable.ma.us/assessing/'assess06/displayparce!07map.asp9mappar=010... 4/6%2007 ✓fie "C�mrinzomcc+ea�i a�✓vGaaoac/u�aeka Office of Consumer Affairs&Business Regulation r HOME IMPROVEMENT CONTRACTOR Type. Registration' 132149 ion l 11128/2012;, Individual Expirat.,,:::- .:., .. DEAN F.STANLEY }E . ` - ; c DEAN STANLEY 359 CAPT.LIJAH � � — CENTERVILLE,MA 02632 Undersecretary * Ylassachusetts- Depal-anent of PuhIiC Safetl Btf:u•d of Building Re-fulati0tis and Standards Construction Supervisor License License: CS 35037 Restricted to:. 00 a DEAN F STANLEY , 359 CAPTAIN LIJAH RD } CENTERVILLE, MA 02632 " Expiration: 1/19/2012 (7nnun Tr#: 12334 issiuner , a . License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-.Suite 5170 Boston,MA 02116 7 A i Not valid without signature Restricted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code f is cause for revocation of this license. i { Refer to: WWW.M8ss.Gov1DPS F REScheck Software Version 4.4.1 Compliance Certificate Project Title: ADDITION TO EXISTING STRUCTURE Energy Code: 2009 IECC - Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: . Owner/Agent: Designer/Contractor: 15 ROSEWOOD LANE DEAN STANLEY COTUIT,MA • Passes Compliance:1.2%Better Than Code Maximum UA:85 Your UA:84 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter LI-Factor Ceiling 1:Cathedral Ceiling(no attic) 352 30.0 0.0 12 Ceiling 2:Flat Ceiling or Scissor Truss 374 38.0 0.0 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 352 30.0 0.0 12 Wall 1:Wood Frame,16"o.c. 600 21.0 0.0 31 Window 1:Wood Frame:Double Pane with Low-E 58 0.310 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.. Name-Title Signature Date Project Title:ADDITION TO EXISTING STRUCTURE Report date:.08/23/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\RUBIN.rck M Page 1 of 4 t REScheck Software Version'4.4.1 xr Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 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: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. 0 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ 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. 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 barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air 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: Project Title:ADDITION TO EXISTING STRUCTURE Report date:08/23/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\RUBIN.rck Page 2 of 4 i ` 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. 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. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: - Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A 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 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). Lj 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 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfnt per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area 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 4 cfm per 100 ft2 of conditioned floor area. 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 2009 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-3. Swimming Pools: 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. - 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: Project Title:ADDITION TO EXISTING STRUCTURE Report date:08/23/11 Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\RUBIN.rck Page 3 of 4 i Lj 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: Li 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'c'). 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. NOTES TO FIELD:(Building Department Use Only) Project Title:ADDITION TO EXISTING STRUCTURE Report date:08/23/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\RUBIN.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: i JOB TAYLOR DESIGN ASSOC., INC. SHEET No. OF ` P.O. Box 1313 0 Forestdale, MA 2644 CALCULATED BY e"tT DATE Tel./Fax: (508) 790-4686 CHECKED BY D Q�jFiGi � U&.ric Co-rorr M.A.9CALE TAYL sin sty AS A c ab 5................ sA. .. ._ ... ,a E _ `_ --t7 .. = 0 1P 't ..... . art..(,•� t�► _ . _ qks.•.A.,.. _ �-ss 1 ..._M-�' ,f - Lam.. ?' .... s.; b P .. v o � -rpv c•±ry>wa.c. ` DC- c" '.�'w 5vr��d�•T .... ... `3 �+.>. - ..... a.... Wit. ... ..... ......._ �. 'S d .. 8 b _ _ �. ..... ... t c / x ,la w .... .. .. t . ......... . ....... .... .. .... ...:....... ................................ o ....... y ...... ... ..... .. ... .... ..... - .. 8 OF A Al S Tp,SEP ' 4. Al " .. z . 2 i• a.R W.�a�i L JOB TAYLOR DESIGN ASSOC., INC. sHEET NO. OF 41m- P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY �� ` DATE Tel./Fax; (508) 790-4686 CHECKED BY DATE t7 ! g�PrWQ4L V.r�O CALE ..... ... ............... Q ® Q9 p.cam J rP S. (C Z ......._ . L ... /l S+1. .r T�e. ...gxt. ... ......_® e . .L P C,�.� � C _�& .ems"__ .......: ... .. . �:.......(. d e9: O t . ®ox� ` .._.. ...... >< C 171 ... t i3 rcPa . . _ _. .................. .... ......... '.�.. .ate. T01 N FNSTABLE DO'f SEP ®2 AIFII 1: 0 r v�si r t JOB t rQ TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 4- P.O. Box 1313 9 Forestdale, MA 02644 CALCULATED BY � � DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE r q SCALE _......... - c L'V(,. .;. ....... .................. . Re.`Q'® moo.: L s ... .... . ... . C, a /4-it ` � -w c...; w c. /. ® , . ............. �"T ►..�{ . .7. . '°' .. �.. - Mp ._`a . ... . e �4 A . _. ....... -...._- .� .�... l O s 11 tit � .. .. 4 ... ,at ,--- tcl '.......... _fie .......... .......................... ._ .. ............ �,Cz>CL �ZC _ k Y ,�LI� - JOB TAYLOR bESIGN ASSOC., INC. SHEET NO. OF • P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY_y T DATE ' Tel./Fax: (508) 790-4686 QQ ss pp�� CHECKED BY DATE SCALE ... ............ 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S . } AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(Igo CNIR 5301.2.1.1)' ADDITION TO 15 ROSEWOOD LANE COTUIT, MA 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) ...... 2 stones <_2 stories Q RoofPitch...............................................................:...........(Fig 2) .....................................................8<_ 12:12 Q MeanRoof Height..............................................................:.......(Fig 2)....................................................23 ft <_33' Q Building Width,W................................................................(Fig 3).............:.....................................22 ft <_80' Q BuildingLength, L...............................................................(Fig 3)....................................................33 ft <_80' Q Building Aspect Ratio(L/W)................................................(Fig 4)................ ............................1.5 5 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 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................................................................................................................................ Q ConcreteMasonry ................................................................:.................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete o6n. 7" able 4 ........................................ ........ in N/A Bolt Spacing—general ....................:..... R )Bolt Spacing from endfjoint of plate.............................(Fig 5).........................................12 in. " NIA Bolt Embedment—concrete..................................:......(Fig 5)..........:.....................................7 NIA Bolt Embedment—masonry.........................................(Fig 5)............................................ in.z 15" N/A Plate Washer................................................................(Fig 5)...............................................>_3"x 3"x'/a" NIA 3.1 FLOORS Floor framing member spans checked................................(per 780 CMR Chapter 55).:.................................. Q Maximum Floor Opening Dimension....:...............................(Fig 6).................................................._ft<_12' N/A 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,-0"ft s 10' Q Non-Loadbearing walls.................................................(Fig 10 and Table 5)..........................8'-0"ft _<20' Q Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................16 in.5 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 (7s0 CMR 5301.2.1.1)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....................:....................................(Table 5).........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.................................................(Table 5).........................................2x6-8 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig"10)..................:............................................... Q WSP Attic Floor Length................................................(Fig 11).............................................. I ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............................................33 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 @ 167 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) Header Spans .........................................................(Table 9)...........................................3 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..............................................................(fable 9)...........................................0 ft 0 in._< 12' Q Sill Plate Spans............................................................(Table 9)..................................—ft—in. s 12" N/A Full Height Studs(no. of studs)....................................(Table 9)................................................................ N/A Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................<_6'8" N/A 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)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................30% Q 5%Additional Sheathing for Wall with Opening>68...................................... N/A Maximum Building Dimension, L Nominal Height of Tallest Opening2.......................................................................6'-8"<_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% Q 5%Additional Sheathing for Wall with Opening>6'8"................................................... 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<_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= plf 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 15 ROSEWOOD LANE COTUIT, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY 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. 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. r iv. On twostory 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(7go CNm 5301.2.1.1)1 -W9iiEN THE EDGE REM ON FiII1MING UW Sd NAU AT fibs ' f1_----IT----- --- I 11 11 1 11 11 1 u 41 It 11 1 11 11 It 11 11. 11 11 11 11 1 - M FI 7 11 It 1 'C 11 Il - 11 - - f'1 1-tF 1 Il 11 it Q 1 ' II F 11 Ir - II 73 11 11 1 IMPh - tl 1 Ir 1 - 11 11 li 93 fl I1r 1 Iu =' rl i 11 li 11 1 It It CL a II 3 11 It � 1 U 11 11 H - IA f 1 11 + I 11 11 i .. WVIE�. NAILSPACWG i v 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(7go CMR 5301.2.1.1)1 a �w I �za I �F I� a 0a FRAMING MEMEE-M EDGE 94TERMEDIA7£ 41 , l �l STAGGERED NAIL PATIFAN PAWL,. ` PAWN-EDGE DOUBLE MAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing. for Panel Attachment ®Boise Cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Friday, September 09, 2011 Build 517 File Name: BC CALC Project Job Name: RUBIN Description: FB02 Address: 15 ROSEWOOD LANE Specifier: City, State,Zip: COTUIT, MA Designer: FINE LINE DESIGN Customer: Company: Code reports: ESR-1040 Misc: l l 11 { G I I I I I I I I I 1 Ill I I I I1 I I I I I 1 1 1 1 f I ! e 08-00-00 BO,3-1/2" B1,3-1/2" LL 640 Ibs LL 640 Ibs DL 196 Ibs DL 196 Ibs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 08-00-00 40 10 04-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,487 ft-Ibs 11.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 614 Ibs 10.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U2,745(0.033") 8.7% 1 1 output as evidence of suitability for Live Load Defl. /3,588(0.025") 10.0% 1 1 particular application.Output here based 0.033" 3.3% 1 1 on building code-accepted design Max Defl. Span/Depth .8 Na 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 836 Ibs n/a 9.1% Unspecified ( ask questions,please call B1 Post 3-1/2"x 3-1/2 836 Ibs n/a 9.1% Unspecified 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTPA, Notes ALLJOISTO,BC RIM BOARD- BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE E S SIMPLE FRAMING SYSTEM@,VRSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-sTUDOareI trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d -- - c a minimum =2" c= 5-1/4" b minimum=.2-1/2"d=24" y'i Bolts are assumed to be Grade A307 or Grade 2 or higher. ��OISIA1 Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt Page 1 of 1 Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Friday, September 09,2011 Build 517 File Name: BC CALC Project Job Name: RUBIN Description: F603 Address: 15 ROSEWOOD LANE Specifier: City, State, Zip: COTUIT, MA Designer: . FINE LINE DESIGN Customer: Company: Code reports: ESR-1040 Misc: w 22-00-00 BO,3-1/2" B1,3-1/2" LL 440 Ibs LL 440 Ibs DL 283 Ibs DL 283 Ibs Total Horizontal Product Length=22-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 22-00-00 40 10 01-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,815 ft-Ibs 10.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 617 Ibs 5.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1,938 (0.133") 12.4%. 1 1 output as evidence of suitability for Live Load Defl. U3,187 (0.081") 11.3% 1 1 particular application.Output here based 3% 1 1 on building code-accepted design Max Defl. 0.133" 13. Span/Depth 16.2 3% 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 723 Ibs n/a 7.9% Unspecified ( ask questions,please call 61 Post 3-1/2"x 3-1/2" 723 Ibs. n/a 7.9% Unspecified 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCI®, SIMPLE FRAMING Design meets Code minimum (U BOISE GLULAMTM'240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria: VERSA-STRAND®,VERSA-STUD(9)are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C.. b _d a I c • Cc � • a minimum=2" c= 12" b minimum=2-1/2"d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. 01SIA Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt i � jo i Page 1 of 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel, -. Application # ® � S IL Health,Division Date Issued olt �� r Application Fee Conservation Division � Planning Dept. Permit Fee O, oo Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 44IJ ; Village (� Owner 3� Address /<ku4wv Lz4-4 Telephone • 2 • %��! Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing PV proposed osed /101�" Total new Zoning District Flood Plain Groundwater Overlay r Project Valuation Construction Type hwt> Lot Size % '7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure _ & ' Historic House: ❑Yes ado On Old King's Highway: ❑Yes dNo Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full; existing new 0 Half: existing new (d Number of Bedrooms: existing Chew Total Room Count (not including baths): existing 4W new First Floor Room Count 1 It Heat Type and Fuel: ATGas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes Z No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Cho 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 kTNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name \ � �� �+�- Telephone Number Address v l�`( �✓ License# 0/13 9 � � ✓ Home Improvement Contractor# 1 3�-6f? &� Worker's Compensation # � 5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# fJ DATE ISSUED MAP/PARCEL NO. s ADDRESS r VILLAGE OWNER / DATE OF INSPECTION: i . FOUNDATION _ I r FRAME t INSULATION; FIREPLACE ELECTRICAL: ROUGH FINAL r � PLUMBING: ROUGH FINAL =GAS:- : , . ROUGH—� FINAL . '=F1_NAL BUILDING , t .DATE CLOSED OUT ASSOCIATION PLAN NO.. i 5N The Commonwealth of Massachusetts { Department ofIndustril Accide'nts 1 i Office of Investigations 600 Washington Street Boston, MA 02111 - www.mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auplicant Information Please Print Legibly Name (Business/Organizationdlndividual): Address: City/State/Zip: 6Phone #: • Are you an employer? Check the appropriate box: Type of project(required) 1�I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet t 7• ,Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity., workers' comp. insurance. [No workers' comp, insurance 5. ❑ We are a corporation and its 9. ❑ Building addition required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doingall work „ right of exemption per MGL 1 LEI Plumbing repairs or additions Myself [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees:,[No workers' .comp. insurance required.] 13.❑ Other Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. ' Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. lam an employer that isproviding,workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Me— � Expiration Date; Job Site Address: Ib /"v City/State/Zip:=�A f4A V Attach a copy of the workers' compensation policy declaration page(showing a e o( g the policy y num ber and expiration date). Failure to secure coverage as required under Section'25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerfik.w1der the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: l 1 Phone#: 7- Official use only. Do not write in this area,to be completed by city or lawn offccial 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#: Fi Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance;construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable.evidence of compliance with the insurance requirement's of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number Iisted below. Self-insured-compaaies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Invesdgations,has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as"a reference number. In addition, an applicant that must submit multiple permit license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"lob Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proofthat a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The-Commonwealth of Massachusetts De&par mcnt of Industrial Accidpzts Office of Investigations 600 Washington Street Easton,MA 02111 Tel. # 617-727-4900 ext 406 or 1-977-MASSAFE Revised 5-26-05 Fax # 617-727-7749 w-ww.m,as&.gov/dia c z x NOTICE a NOTICE TO ' TO EMPLOYEES K EMPLOYEES 4 The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600, Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by :Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I (we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: NorGUARD Insurance Company NAME OF LNSLTR.ANCE COMPANY P.O. Box A-H 16 South River Street Wilkes-Barre, PA 18703-0020 ADDRESS OF INSURANCE COMPANY r=—,—mnJTWT C235303 04/25/2011 04/25/201CY NliMBER EFFECTIVE DATES PAYCHEX INSURANCE AGENCY 150 Sawgrass Drive 877-266-6850 ochester, MY 14620 NAME OF INSURANCE AGENT ADDRESS PHONE MJ Nardone Carpentry LLC 299 White's Path South Yarmouth MA 02664 E'NNIFLOYER ADDRESS 03/28/2011 EMPLOYER'S WORKERS COMPENSATION OFFICER (IF A44'Y) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance u-ith the provisions of the workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her.o,,rn physician. The reasonable cost of the ser- vices provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the iYAIME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYES. a HE Tr Town of.Barnstable • Regulatory ServiceMAELs * Thomas F. Geiler,Director Building Division Tam Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable ma.us Office: 508-962-44D38 Fax: 508-790-6230 . I Property Owner Must Complete and Sign This Section If Using A Builder as Owner of-the subject.pmperty hereby authorize to act on ury behalf, in all matters relative to work authorized by this binding permit application for (Address of Job) S of Owner Date Print Name If Property.Owner is applying for permit please. complete Homeowners License Exemption Form n the re the . verse side. Q:FORMS:OWN P,PERM1S51DN 4ppTHE r Town of Barnstable ' D. Regulatory Services r uxxsusts, : Thomas F. Geiler,Director WE& . g k Building Division EDµAi Tom Perry, Building Commissioner 200 Main-StrcetHyannis,MA_02601 www.town.barnstabl a-ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LIMISE EXEMPTION _ Please Print DATE. JOB LOCATION: number street village "HOMEOWNER": name home phone# work phanc# CL RR D-,rr MAILING ADDRESS: city/town state aP code TYte current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFAMON OF HOhMOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, an which there is, or is intended to- be, a one or two-family dwelling, attached or detached sf uctures accessory to such use and/or farm structures. A Person who coast mcts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Of5cial on a foDn acceptable to the Building Ofncia1, that he/she shall be responsible for all such work performed under the buildinz permit (Section 109.1.1) The undersigned"homeowner"asstnaes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner:'certifies that,he/she understands the Town of Barnstable Building Dcpartrncnt minimum inspection pmcedurcs and requirements and that he /she.will comply with said rncedtres and requirements. Signature of Homeowner Agproval,ofBuilding Official " Note: Three-family dwellings coot fining 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code statrs that: "Any hotneowncr performing work for which a building pemit is required shaD be cxmmpt from the provisions of this section.(Scetion 109.1.1-Licensing of umst•uetion Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeownerr sbaR ad as supervisor." lrfany homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In.this case,our Board cannot proceed against the=Iicernscd person as it Wrould with a licensed Supervisor. The homeowner acting as Supervisor is ul&mtcly mcsponsrble. To erasure that Tile homeowner is My aware of hislher rzsponabnlid=,marry communities require,as part of the permit application, that the homeowner certify that brJshe understands the,resp=bilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forrrrlccrtification for use in your community. Q:forms:homccxcmpt V Office of Consumer Affairs and usiness Regulation' •, 10 Park Plaza -�Suite.5170 ,M Boston Massachusetts 02,116 Home Improvemerit Contractor Registration ` w Registration: 13.5887 Type: Lt ability orpor. (A�5 /} Expiration: /16/2012 Tr# 295044 M J NARDONE CARPENTRY'LLC it = MICHAEL NARDONE 947 RT 6A YARMOUTH, MA 02675 Update Address and return card.Mark reason for change. f. .r Address Renewal D Employment: Lost Card DPS-CA1 0 5OM-04/04-G101216 > • •. " n , • Massachusetts- Department of Public Sufcok, Board of Building Regulations and Standards Construction Sup isor 'License ., r' j .License: CS 81139 MICHAEL J NARDONE 299 WHITES PATH • , M S YARMOUTH, Mf1:i02664 Expiration: 9/16/2013 Commissioner-d Tr#: 1706 a ' _ Y i _ . • •� .. a q.•• +# :`.. � . .r y •.. ' ! .. ... �a. �1. - +.�+ -,C r • + � .. � - v. S } 97 �( ��, 51/2" space above wall cab ALIGN top Wall cab w/90" TALLS WDC2430-L WF3X30 WF3X30 WF3X30 TF3X96 W21 0-L W3330-6b W1230 IRE' 15 L W3324X24-BD BLB4 45- B33-BD DB24 UC30X90-BD JG Wi_ v x. ------- - ---------------------- ------- SB36-B -- --------MJCRO UNDER---DB21--------------- pp u m . W3324x24BD r�'v 00 ram"' C Q E _ GAS RAN EU'v pg a g a i� DB15 � �x BVVB15 f- dua r.' N y y �r J �►. J ' .15" 30 15" O a i - - TF3X96 _ -, -- ------------ - -------- UC30X90_BD �� � � - 90 TALL CAB ' 0 u 30 11 ,�, t 6 0 ��1 n �E 3311 77" 28'-z ✓0 V1 VI/ Ps� 1382" ArLA 2 O© ` Ner-'-r"e 1o`a 7��d' Towti of BArnstable Pennit: Regulatory Services Date: OpIKE TO�y Thomas F. Geiler, Director Foe. Building Division BARNSTABLE, y Tom Perry, Building Commissioner y MASS. 0e 9• 200 Main Street, llyarinis, MA 02601 Alfoya Fvivi .town:barnstable ma:us Office: 508-862-4038 Fax: 508-790-6230 TOWN.,OF BARNSTABLE SLID FUEL STOVE PERMIT Owner: __✓ C L L 1� � '`r� /V h S Phone. 5 02 _ �'2 �� _q 2. Install at: 15 �S W_cjc� 'D �,II( Village: Cc� Tcyi T - _ Map/,Parcel: (j I ei 6 3 bate: l64?v/6 Stowe 1 A. 631 Used B. Type: Radiant/ Circulating C. Manufacturer: C-"w 6 L A iU D.0 0' Lab, No. Ill: Model No.: 3'j iwG — : .Chimney - --A. New Existing (ff existing, please note date of last cleaning) B. .blue Size v c �d AI . 5- LDS' S� EEL 25 Fi C. Are other appliances attached tti Flue? 1). Pre-fab Type and Manufacturer_ E, Masonry: fined lnlined Hearth A. Materials: B. Sub Floor Construction: ' Installer Nane: Address: � - Phone: 6l Location of Installation: IV H.I.0 Registration # .- Constructionxervisbr#OR checkomeowner Installin no license required ' J g, Q , APPLICANTS SIGNATURE APPROVED BY: Please make checks-payable to the Town o Barnstable *This constitutes an official stove permit after inspection, photographed, and approved by the Building Inspector Q:fo r m s,sto ve Rev 103107 ",' f 1 RX ei ,, P -c i -,J ♦ $F� �� �� ♦f�, 'f.r. ♦ � .�: � a M X$�F�I�,Y� 'f' �y /3'XP � �._��. p t p v, '•a�i.k 1 � F � A V•bY:wa�r1Y#fE�• ' y t ' 1 a p•,. � � ""mot _ v fiY , Mre F PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 10/27/08 TIME: 11 :41 -----------------TOTALS----------------- PERMIT $ PAID 25.00 AMT TENDERED: 25.00 AMT CHANGE: 25.0000 APPLICATION NUMBER: 200805990 PAYMENT METH: CHECK PAYMENT REF: 2283 r Town of Barnstable e.rmit: Regulatory Services Date: °FTHe tokti Thomas F. Geiler, Director Building Division d BARNSTABLE, Tom Perry, Building Commissioner 9 MASS. 1639. 200 Main Street, Hyannis, MA 02601 ATFo eta www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: D L L i- A (fR A I K S Phone: S Og `- y 2 F—'4 2 Install at: �s �6-!96: nee D /—N Village: COIL 7- Map/Parcel: © I® 639 Date: to 4?gL6 9 Stove A. ew/Used B. Type: Radiant/ Circulating C. Manufacturer: Z�',yCPL 4NDC-I Lab. No. D. Model No.: .36 /Wc— Chimney A. New Existing (ff existing, please note date of last cleaning) B. Flue Size c o&VV S LE L 25 C. Are other appliances attached t6 Flue? --- D. Pre-fab Type and Manufacturer E. Masonry: ine nlined Hearth A. Materials: R 1 c B. Sub Floor Construction: Installer Name: Address: Phone: Location of Installation: H.I.0 Registration # Construction7ServisorOR check omeowner Installing, no license required APPLICANTS SIGNATURE -APPROVED BY: o Please make checks payable to the.Town of Barnstable *This constitutes an official stove permit after inspection, photographed, and approved by the Building Inspector Q:forms:stove Rev 103107 The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciazis/Plumbers Applicant Information Please Print LeLTibly Name (Business/Organization/Individual): Z L /q Cp A N KS Address: 15 J o S£w a o L N City/State/Zip: Cg 7-u/Tz D�6IS 2,3dIPhoae.#: .568�--g 2 8 - q Z q Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I . employees (full and/or part-time) * have hired the sub-contractors 6. ❑ New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet; 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity, employees and have workers' 9 ❑ Building addition [No workers' comp, insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.0-Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions se m lf, k ' co right of exemption per MGL y �o workers' mP- 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other 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 con tractors must submit a new affidavit indicating such. xContractors 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 providb their workers'comp.policy number: I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#'or Self-ins, Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. Signature: /, & Date: 16 2� l 0 x Phone 9' qZ V-1 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.EIectrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: r z� Town of Barnstable �oF T°�ti Regulatory Services sAMSr"EF- : Thomas F.Geiler,Director M Ma 019. p.�� Building Division lFD � Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 vvww.t o w n.b a r n s to b l e.m a.u s Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: I / JOB LOCATION: I S ��S Ecvo O D / A/ T U/= number street village "HOMEOWNER": 0ELLA CAANks 5os-g2g-42gI -� name home phone# work phone# CURRENT MAILING ADDRESS: 15 4fOSEtj 0 0 D L nr Co T-i i T A14- 4a635-2 3 0 �f city/town state zip code The current.exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not posses's a license,provided that the owner acts as. supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that be/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the.,Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for.which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:for rns:homeexernpt sTati Town of Barnstable Regulatory Services &UNSTABy i'E�, Thomas F.Geiler,Director Building Division " Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name. If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O'WNERPERMISSION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ►t� bFD Map Parcel Ap7ica�fion # Health Division Date Issued Cel I Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis ' Project Street Address Village �`E-J Owner 1 .V_d� C-M-.-nk 5� Address Telephone 5 87' A$D " ?Ja Permit Request Aa& (0 J G r � `o �e�c's.aa`(s . ,�n l,�-'78� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation - 5 ,nOC7 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 ti 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 .t Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑YesID No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑inew `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 t (BUILDER OR HOMEOWNER) Name%,�,V__ Telephone Number Address 8JLicense o � t, Lo Home Improvement Contractor# l� V +k0 .!S C!�� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO l�gC(S - �� SIGNATURE DATE i 3 ' FO-WOFFICIAL USE ONLY APPLICATION# „ DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: - r" FOUNDATION FRAME r` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL}' ~ F PLUMBING: ROUGH FINAL GAS: ROUGH FINAL `x FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , I a ACORD,,,,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) F03/04/20'11 PRODUCER S08.94S.0393 FAX S08.94S.4048 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eldredge & Lumpki n Ins. Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 697 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Chatham, MA 02633 Alan Long _ INSURERS AFFORDING COVERAGE ___ NAIC# INSURED Caliber Building and Remode ing LLC, Steven Whi INSURERA: National Grange Mutual Ins Co 14788 DBA: INSURER B: Commerce Group CIG001 8 lan Sebastian Drive 810 INSURERc: Ace American Ins. Co. - ARWC 22667 Sandwich, MA 026S3 INSURERD: INSURER E COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR ADIY TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR NSR DATE M DATE(MWDDfYYM UNITS GENERAL LIABILITY MP027360 09/15/2010 09/15/2011 EACH OCCURRENCE $ 11000,00 X CO MMERCULL GENERAL LIABILITY PREMISES Ea occurrence $ 500,00 CLAIMS MADE ❑X OCCUR MED EXP(Any one person) $ 10,00( A PERSONAL 8 ADV INJURY $ 11 000,00 GENERAL AGGREGATE $ 2,000,O GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICY PRO- LOC JECT AUTOMOBILE LIABILITY BBNVCS 02/16/2011 02/16/2012 COMBINED SINGLE LIMB $ ANY AUTO (Es accident) 1,000,00 ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per�dent) PROPERTY DAMAGE $. (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ • AUTO ONLY: AGG $ EXCESS/UMBRELLA L'ABILITY CU027360 10/01/2010 09/1S/2011 EACH OCCURRENCE $ 4 1,000,00 OCCUR CLAIMS MADE AGGREGATE $ 1,000,000 A i$ RDEDUCTIBLE _ $ X RETENTION $ 10,000 $ WORKERS COMPENSATION 4494P844 03/02/2011 03/02/2012 TORYLIMITS I ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ S00,000 C OFFICER/MEMBER EXCLUDED? (Myandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500,000 describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500 00 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS arpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town Of Barnstable IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR . Building Department REPRESENTATIV 200 Main Street AUTHORIZED RE SE A Hy nnis, MA 02601 ACORD 26(2009101) 01988-2009 A RD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACID 1 a The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl � t Q Name (Bu nsiness/Organization/Individual): \ a o%b2s- I � ylq Qewykn -Q V-4 LLC_ Address: :S(as/�j � VI A7 City/State/Zlp: uJ;c�t� , MQ 02.E(03Phone#: 50 Are u an employer? Check th appropriate box: T��pe ofproject(required): 1. I am a employer with 4. ❑ 1 am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction �.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' c ❑ Building addition (No workers' comp. insurance comp.insurance.* ❑ e area corporation required.] 5. W oration and its 10.❑ Electrical repairs or additions � ❑ I am a homeowner doin-all work officers have excr6sed their 1 1.❑ Plumbing repairs or additions myself. [ P�No workers' con right of exemption per MG 12.❑ of repairs c.152, §1(4), and we have no insurance required.] : (_\ employees. [No workers' 13. Other comp. insurance required.] `Any applicant that checks box C must also fill out the section below showing their wprkers'compensation policy information. " Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. c n:nictor_that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have -�ir•io-. i f the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site in formation. Insurance Company Name: ((�� ff �� 'olicy#or Self=ins. Lic. #: 4 `mot 8 `T�4 Expiration Date: Job Site Address: � � C�OCX LS."4E City/State/lip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of lnvestiaations of the DIA for insurance coverage verification. I do hereby certi er the pains and penalties o f perjury that the information provided abo e ' true and correct. . Sian:ture: Date: s :per :ait. Donor write in this area,to be completed kv city or town official. Permit/License# .Av€kari" tcircle one): &i,: of Health ?. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector eF^ Person: Phone#: �lu.�:►rhu�rtt• - Drirutmrnt of Public �afct� 9 Board:►►t• Buil►lin, Rcuulatirrn% and 'standards i Construction Supervisor License License: CS 95038 Restricted to: 00 I STEVEN WHITE 147 RIDGEWOOD AVENUE HYANNIS, MA 02601 6. i i Expiration: 2/28/2012 „mn�i. i nrr Trg: 19311 r _� �le Vamrrcoouuea� o�'✓�aaaac/u�aett`a Office of Consumer Affairs&Bdsiness Regulation i HOME IMPROVEMENT CONTRACTOR Registration 154359 Type: Expiration 2Wa&2013 Ltd Liability Corpoa CAC BER BUILDING,`AND" MWELING,LLC. STEVEN WHITE 8 JAN SEBASTIAN DF'ti*i-. SANDWICH,MA 02563 - Undersecretary. License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business.Regulation ati 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without signature (re'V-L(s=S , as owner(s) of the subject property at: hereby authorize Steve White of Caliber Building And Remodeling, LLC (contractor)to act on my behalf in all matters relative to the building permit application. signature of owner dad signature of owner date r � ter) Map Paicel 'f__)3 0 Permit# . `7 0 House# Date Issued re 2- a - Board of Health(3rd floor)(8:15 -9:30/1:00-46 ) ~ Fee o�S', 06 Conservation Office(4th floor)(8:30- 9,30/1:00-2:00) Planning Dept. (1st floor/School Admin. Bldg.) Definitive Plan Approved by Planning Board 19 • BARNSTABLE. • , l 6 9 TOWN 'OF-BARNSTABLE < lFD +s r Building Permit Application i Project Street Address 1 Village /V7 eq- . Owner ��,� Address Telephone 1 i Sew c Permit Request c_.Q First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ c�® Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family L1, 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 No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count s Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other. Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use - Builder Information Name �..Jx Gt�,r` t!' cc�Q.(/� Telephone Number Address h ( �1�/q- /Z License# _Cb4,,t TO A • Home Improvement Contractor# Worker's Compensation#_ 4.je/3%SVJ 4 6 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ; ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �2c�Z SIGNATURE DATE B IL ING PERMI E FOLLOWING REASON(S) U ,• i r = FOR OFFICIAL USE ONLY e PERMIT NO. — DATE ISSUED MAP/PARCEL NO. " ADDRESS VILLAGE e OWNER e �� DATE OF,`INSPECTION: 4 FOUNDATION t • ; ' _ e FRAMEY INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL ' FINAL GAS:— ROUGH e FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. 1 • e _ '1 . The Town of Barnstable • tssrrsresta: • KAM� �' Department of Health Safety and Environmental Services s6T¢ �e. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissions For office use only Permit no. Date ' AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization. conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: Est. Cost 0-01"3 Address of Work: Ca ZIA Owner's Name Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Dad Contractor Name Registration No. OR Date Owner's Name L The Commonwealth of Massachusetts Department of Industrial Accidents Office 9f1VV9Stigati8lls ,-: 600 Washington Street Boston,Mass. 02111 Workers Com ensation Insurance Affidavit name: �t4� �- ✓t�ti�Q�(/1 location city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole ro netor and have no one working in any capaciri [ I am an employer providing workers' compensation for my employees working on this job. comannv name �✓IGvQ1L/� J-'W address- _city phone# insurance co. P01icV# t�t✓ �:.L O . ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: , cons any name: address: Mr. .. phone f. irtsarnnce co. .. .. .' 0iiry# arz// alai// / cam anv name: address: . . ... phone#r_ city. - insurance co. olicv# . Fafiure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a line of 5100.00 a day against me. 1 understand that a copy of"statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. I do hereby eerCun he pains an enalties of perjury that the information provided above is trio/and correct Signature Date / t ,6 Print name 'L✓ �yt 1.�� Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# QBufiding DeQtuvrtent ❑Licensing Board ❑checltif immediate response is required. ❑Selectmen's OMce ❑He=dMh Department contact person phone#• ❑Other (rtvaea 9/95 PIA) - y Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a . dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants ` Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required.to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned in the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imlestlgatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 Y ✓/m I •3 tg + HOME IMPROVEMEN . .CONTRACTORS REGISTRATION J Board of Building; Regulations and Standards .} -t One Ashburt n Place ;Room' 130I Boston : M ssachusetts 02108 "y HOME `IMPROVEMENT CONTRA TOR ;x ,' �r j r � ,: ". k,4�,a t - ���� ✓� .�. Reglstrat.ion 112536 Expiration 04%06/99 ` _ 07 � �4 Type DBA , a HOME IMPROVEMENT CONTRACTOR ;., �;: Registration 112536 'ERASER CONSTRUCTIO L ;p s a 'r� � _ : iTYPe =.,DBA Y •_- BEAN C . ERASE R, ' " , .�_ F 'Expiration 04/06%99 71 TARRAGON CIR ' ; • C0TUIT MA. 02635 .> f. �M ��FRASER CONSTRUCTION �..:. F + C. FRASER AD MI ISiFwTOR 1_,TARRA6DN CIR 4 4COTUIT MA 02635 RE-ROOFING If located in OKH or Hyannis Historic District-Certificate of Appropriateness required unless same color/same materials specified on application Map/parcel number Sign-offs from Tax Collector #of squares of shingles or square footage of roof to be shingled specify stripping old shingles or going over old roof. If going over how many roof layers existing now what size are rafters? What is span? Complete dwelling information for the Assessor's Dept. - if known Workerman's Comp. form Home Improvement Contractor Affidavit(RESIDENTIAL ONLY) Home Improvement Contractor's License OR /Homeowner's License Exemption(RESIDENTIAL ONLY) V Check expiration date on license COMMERCIAL WORK-No License is required. / Fee i q-for ms-PERMITS I Rev 6/2/98 ^e 7005 NOY -.3 Phi 12: 35 November 1, 2005 0tV110 Town of Barnstable Health and Building Dept. Barnstable, Massachusetts As the former co-owner (with Gilmer Edwards) of 15 Rosewood Lane Cotuit, MA, I, Linda-Gene Peterson, truthfully state that when I purchased said property, on January 15, 1986, and when I sold it to Allison and Richard Cohen on January 15, 1990, it was, to the best of my truthful recollection, structurally, exactly identical to what it is today; specifically: °(1 • with the same number of total rooms (10), including five (5) bedrooms; and (5 • with a total square footage of 2,764 �2.9 P I hope these facts prove useful. U�me e.5-Q- tT--e AA g-7o in Re r -415 w S�'2.�C inda-Gene �'eterson CO- - 28622 San Lucas Lane #201 —r/t t-w`1 Bonita Springs, Florida 34135 AAe / -to-e- w�t4 Bloc c S Phone in Florida: 239-948-7014 " Phone locally: 508-428-4266 �a�aala� �s r-t ✓ yet` \ `'� 'k , Z5 zs fr d 3 62 / 1. = PLOT ;v r �d CA /Oi"�J : G. T Pr fQ ?' x 45: : ' e e77 F TEA dUiVD•�?"JO�v ✓ r. J` '.�Tom. 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'+l.+» s�� s.��1'� �' '�.,,,� �� i�tx«'��.,"irFyY 'S,a. r�� �``t.� �°r r ���,�j �' j� k° � r+. ;� x s •P�' Y� r�,sy. ��Si F�p3' ��1�, x-3�`,.�..�i�� �.., ��.�v'�'4" � �y r*s i{*- �f �3T•� k � :q�.� 3 y: .,tea C c c, 4�i.:a ����t ^,:'r'a"� }�.i._�'�'. +... _ -r Sw VFW •aF'.� "' "�.^�:�z:_}a r.'ky:�--Av'�.r.�•'�,,.. ,�.,�:a�r "�`"1"E .c.e � +" :9�, M` y w wF r--.#� � �. }�i_tiKs*-�S'4.,.�,... �.,, a,,»Y..nav4�-...z.vc,..,,�.ra. .�•.i+. +a:{�"'kr.r _. .. *.. Assessor's map and lot number Sewage Permit number .:% ...................... ........... TNETo�♦� TOWN OF BARNSTABLE BAUSMULE, i 9� OpY9. Ar- BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... ..er t E..'........ ... .!.....r.................................................................................... TYPEOF CONSTRUCTION ........1r.f . ......�� t, f=��........ .. ............................................................................................................. ............................`..................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information. Location .................:.1�/1 ..... '.,t . . ..:r.fi�'f i i1 t ................. .... ..�.......................... . ProposedUse ....r:f3iA ........................................................................................................................................................ Zoning District .....: �i�l��A//!:�L:.....................................Fire District .....�n.,(f ll .......................................................... 't,�"AA1.•..1. /('TD 12h F�+1�Oh h !J,diV`7"if�� Name of Owner .......::...... ...........................Address ........:..............................:............................................ cl Name of Builder ..�1..�...!rF.... -... ... ......Address ..�GX....4P)...(10.7r..).............................................. Name of Architect } t'. f f/ 1 ,r/1 F.V 1. " .................................................................Address .................................................................................... Numberof Rooms .......r...................................l......................Foundation .............................................................................. Exterior Cl {l........./• �1J,'r n�1 . r i/err l l'l�t. f.'�6. Roofing .-A'•)PwAl1 T -, 11A1C'.LG��'........ kJlyr rAi>< �ref�: Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing ..��l ... �` ............... ............................ .. ..... .... Fireplace ......'!ft Approximate Cost �P�. .9" ...................................................... ....................................r�..!......................... Definitive Plan Approved by Planning Board;�--------------------_---------19________. , Area `......... ......:....!...... Diagram of Lot and Building with Fee SUBJECT TO APPROVAL'—O BF OARD OF HEALTH Q �s T\ C� 24' -z4 SZ e;ARA4C v►o,cl' - r t VZ 5j&t4 t�' •' � Z 9 O,i-- wtoo� , 1 /'�,� Z�� ��Z sty•'��� ^---�' � BL�G. ,�� �•tl, 20 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................... ....`....:f.................................................. 9 _ i F LISTON, KEVIN :A=:10 33 'No ,23417... Permit for .Build Frame Garage........................................ Location ...Rosewood ,. z IL � ............................................................................... Owner ....Kevin. ...Liston. . ......................„_..... .. .. .... ....... Type of Construction ....FxaMP......................... ................................................................................ Plot ............................ Lot ............................... Permit Granted ......August 31, 19 81 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ....... ..................................................... 19 ..:. ..................................................... .... .............. ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's ma and lot. m nuber ................'.. 3 " SEPTIC SYSTEM MUST BE -- = 7r _Y INSTALLED IN COMPLIANCE Sewade Permit number .. .......P2. 7.�..........°..... WITH ARTICLE II STATE SANITARY CODE AND. TOWN yof IN Toy TOWN: OF :B A R N,9I 9 "�` ux { NU,ILDING = INSPECTOR Op i639: 00 � ; r, APPLICATION FC►R PERMIT TO ................................................................ ................. TYPE OF CONSTRUCTION .....W..Q.99 .............&.01.1e.............. flm.el.ff::ii ........................`.................... 27................... ................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hee�re♦jy applies for a peerrm(it according t_o/ the jfollowing /Iinformation: ! Location . . .!..v�f.. .. .�Q �!c ?l�l�.......4A............ ©.' l..C.. !ul .V.(1K0t3.P.........................17.?' ProposedUse .........t/..�e....... .........:.........................................................U................;....................................................... ZoningDistrict ........................................................................Fire District ..................4..4...71................................................ Name of Owner el.f06.en..-}-ACM.q.e. T� �.oc.... r.t....Address .................................. !? ?........ .........................Name of Builder ........::. /1 �( ?E'.q....................................Address ............................... ................................. ...... 11& Name of Architect .............e.`g6.t.!1.................................Address ...........................:... ................................................. �� 11 Number of Room_s ...............4................................................Foundation ..IA...........P...Qu a..ey..........C.oh Cni!4t......... Exterior .. $.......:1..���...c??` vZ.�?� .......:�'tCcwcVld.Roofing ......P`Z.................................QS........................................' s . ......../�t-, .... /........5Floor !. .P......................Interior .............. . .......................................... eel PociC Heating /? ....... o.................................... ... Plumbing .......... C®�C1�Ae1�.......................... Fireplace .....tf.50cd............1??�4`dzQN..�.y.............................Approximate Cost .........�1�...or.. 4� Definitive Plan Approved by Planning Board ________________________________19________. Area ./ �. 'S......... .. ... ....... ............. Diagram of Lot and Building with Dimensions Fee C) `'^ ............1..::.......................... SUBJECT TO APPROVAL OF BOARD F HEALTH s wcl o Pt N F;rl L �L t rr I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... .....'............... Tellegen-Ferrone Associates, Inc. /1-9277 two story No A—.......... Permit.-for,...................................... .-1. . . single- family dwelling ............................................................................... Rosewood Re;ad ka.rPle- Location................................................................. r" Cotuit ............. ................................................................... Tillegen-Ferrone Aisociates, Inc. Owner .................................................................. frame- Type' of Construction .......................................... r �' Wti ............................................................................... #29 Plot ...... ...................... Lot ................................ J June 7 Permit Granted ........................................• 19 77 Date of Inspection ,// Date x. —Completed .. . ...... .. ......r:1 9 17 ............................................. ..... .19 f ........................:................................... ...... ...... 41 .............................. .................... ....................................... ....................................... . ......................................................................... .... Approved ......................................... ...... 19 ................................................................................ ................................................................................ Assessor's map and lot number .........• ..!..... ... ... v Sewago:Permit number ................. ...........:........:................ y�fINET� TOWN OF BAR•NSTABLE i BAANSTABLE,NAGL i 'DMYAr.,� BUILDING INSPECTOR o APPLICATION FOR PERMIT TO ................ u:..Id............................................................................................ t' 7~ TYPE OF CONSTRUCTION `a......WN)�...........7P1:€?: ............ ............................................. o •ems i- ...................... ................19:?,7 TO THE INSPECTOR OF .BUILDINGS:' z . . The undersigned ereby'applies for a permit according to the following information: -'' Location ... g.......�OSa 'wG. ..:.... ........... l.�l.,L.t� li.: V/.1.4��:P........................r:........... C/U 4,S ProposedUse .......... ................................. ........................................................................... , ........................ 1 Zoning District ......... ..........f ::..............................................Fire District .................. ..I. .:.t......................................... ..... Name of Owner ..rq.1&.0 1..::Fg..n ,.e....A.5.S.ac.....MuL....Address ................2..................�.P..'? er�.:�l.C'....................... Name of Builder " // .......... leg.'e.�?..................................:.Address .....:..........................5.G...,e??<:...................................... Name of Architect // u:`��:[.� r�,'. .Cl.................................Address ................................�� 6 ' Number of Rooms ..................................................................Foundation ..IQ............ C'cr. .. ��.........�:o�r c� l�.�......... / Exterior .. �g. .... ll�... i�../a .1.'t)X......5:cic-��ce�PF' t.Roofing .......4 G . ... .......................... Floors ....6 /X........./t:� . .................../. P .......Interior �. o''............................................................. � .. -Heating ... .r'P..w...... / ....................::.................Plumbing .....:...... ........................ f/ Fireplace ......1�LS. G�............1!�'LR5.4i?.!`.�1.............................Approximate Cost .......... D.:. Q ® , Definitive Plan Approved by Planning.Board ------------------------- -------19--------. Area ................*�.......:.........�..... Diagram of Lot and Building with Dimensions Fee ". ............................................. SUBJECT TO APPROVAL OF BOARD F HEALTH �i9 f 1�� f 30f� w ri \ u 5• a LP G.S I hereby agree to confo-rrr"{to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r: Name .................... �•P_�z �Q�'rd"r Cie �� Tellegen-Ferrone Associates, Inc. A=10-38 /D -3 No ................. Permit for ,,, two story single family dwelling ................................................................................ Location /6 Rosewood Rae-d- .................................................:............... Cotuit ............................................................................... Owner Te.11egen. . .-.Ferrone. . ..Associates. . . , Inc. .... . . ........ . ...... . ...... .... ...... . . Type of Construction frame . ...................................................................:............ f Plot ............................ Lot ......... 29 ................... Permit Granted ................ une...7....:.....:.19 77 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ......................................................... ... 19 ............................................................................... ............................................................................... ............................................................................... .................. .. ........... 71 ......... Approved ....................�.�. ................... 19 ............................................................................... ............................................................................... Assessor's map and lot number .... .. ... . f SEPTIC SYSTEM MUST BE f INSTALLED IN COMPLIANCE Sewage Permit number '�O.. P�wrz-�`g�. WITH TITLE 5 THE r TOWN OF B ARN�S ODE AND ONS 8JUMBLE. i N BUILDING INSPECTOR PY d APPLICATION FOR PERMIT TO ` Bold........ .....�ARh. ......... ............... ..................................... TYPE OF. CONSTRUCTION ......Wad.....F .. .............. ................................ ...........✓.J.V.4.,,.41................1981.:. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....9µ1.�.Y!!®W�.....� ,..p..0 ........................ ...... .J................................................................................ ProposedUse ....4494&C.............................................................................................................. .................................... Zoning District ..... ................Fire District �.�/ �t�/ ............................. ..... . ..................................................... f(aj .�v`.. ........ 6s�::�►ow by,...U.. roa ......................... Name of Owner ........ .......� ..... ................ ..Address .... .... .... �d1%1Ay ,,l z v Name of Builder �C.l1�:1., Jd �:.t :. LLF,j6.F/. ......Address .���....16 •...... ... �. .. ........................................... Nameof Architect .... r./4.. 1.F-: ........................Address .................................................................................... Numberof Rooms .......I.........................................................Foundation .............................................................................. �A a Exierior •'61o14'���1 ��.����.. . ......Roofng �N/.1A.................................... Floors .............. ,...........................................................................Interior ........................................................................................ Heating ...l.V. ........................................... ...........................Plumbing f��l . ....•......... .................................................................. ®d Fireplace .. X .....................................................................Approximate Cost 76(.z•.................................................. . . Definitive Plan Approved by Planning Board ________________________________19________ . Area .........-5.76...... 00 Diagram of Lot and Building with Dimensions Fee 3 SUBJECT TO APPROVAL OF BOARD OF HEALTH -1117t VxTa, 14 rl Q I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above ?' construction. Name .. Qi. L lft.................................................. �. LISTON, KEVIN No"23417 Build Permit for ........................... ................. ... Frame Garage .................................................................. Vie Rosewood Location ...........................................:.........0........... Santuit " ..................................................................:............ Kevin Liston Owner ................V................................................. Type of Construction ,Frame................................. ....... ................................................................................ Plot ............................ Lot ................................ Permit Granted ..... .........19 81 Date of Inspection .....................................19 Date Completed ................. .19 PERMIT REFUSED .............................................................. 19 ................. ...................................... .......... ..................................................................... ............................................................................. ............................................................................... Approved .................................................. 19 ............................................................................... ............................................................................... 1 •or 5 . Q px �-�oi�c>gGD NO naCK ti � 223. BE/wG L07T 9 As eECo �D�n �N a2EGisrey D5 5T4aLE CO.) ilk OF Af o c, c C E�T/F Y TWA T T/-vE pwRANK ST.20CT",aE .SNOWA/ f-1E0EON No. 298,69 vs, WA LOCATED 0A/ TLIE GROUn/h ONI .4 Je6G.L A n/p S U e V E y0,2 DA TE BAYSIDE su e v6y CORR (59 WILLOW 57 YA2M0t17A4PO2T MA• i - �F0,2i'!E,2LY C.20WE�-•Lt TAYG02 C27,2�02<iT/OtiJ> offiffiffiffi. oil; • oil 70 ON IN n i�i � = iti° _ = t ���i � - !����-���---____ tit =i��_� _ ��� - , L I'm NJ as, IMIMMIN :71 �. Ln ------------- Uj ❑ U W U O 6 EXISTING FIRST FLOOR PLAN SCALE: 1/8" - 1'-0" �I SUNROOII BREAKFAST � m � j. TTT � z ! I e El UP OLT KITCHEN LlOC_Kl Rs DISC REF. v F a DN GARAGE IL La LILIVING ❑ p_ lit I,. -------COVERED o m � is --- - -- - - — — --— - o I 5 I F SHEET 2 OF 8 PROPOSED FIRST FLOOR PLAN i - SCALE'I/4" I'-O" .. _ .. JOB: 1101DRAWN BY: KW _ PERMIT SET DATE: 8121111 ul � l9 � N W U v 61 i. .. .. - FOR NEW RIDGE ram} O O -4z4 POST TO OUND TION G _ - S Q7 Ln z Co �- EXISTING BASEMENT EXISTING GARAGE L P.T.2XIO LEDGER TYP. r P.T.2X10 LEDGER TYP. L__J O k-� _-4. Q P05T TO 1 -- I 2 IO' 4SD4 (2 z s 2 PORT NEW BEAMS __ _ OO d xi - _- wo' _ _ �i - A E 55 i —— — - —I 4x4 P.T.POST W GALV.'METAL T ANCN�R 12°°50NO TUBE PIER W/ ` I 25" 'BIG FOOT`FOOTING IIYP. 'I - 2V 0° NEW ADDITION - - SHEET 4 OF D FOUNDATION PLAN . SCALE: 1/4" .. JOB: 1101 - - DRAWN BY: KW.. PERMIT SET DATE: 8/2I/11 J > > ❑ I W W C11 EXISTING -FIRST FLOOR-PLAN SCALE. 1/8".- - _ - cc SUNROOM BREAKFAST iC }� ' FOR NEW RIDGE * A - B 4x4 POST TO G W .. a . \FOUNDATION Ow 55 r' 3 i� - (3)II 7/B°.LVL ` (3) 11 7/ LVL .. - /� H DER - HEADER I Q N 1 . KITCHEN - DINING �y - REF. .. _ an E NJ � • I ro O z •EXISTING IW m GARAGE rc W i i HEA Im K + Q HEADER HEADER .. C FLOO Z - N J d Q Q LIVING 3 EXISTING w Q_ -c FLQOR JOISTS I~I� U ^p'El WE ED _ _ m I O N �e FLUSH BEAM PER ENGINEER Ili io Q . - - vFILL IN OPEN NG I I $ �.- V ) _ { E P R E GIN R E4 PE -E IN R B R NG EE 5 FLUSH BEA P ENGINEER - o _ _ _ - o t 55 SHEET 5 OF B III _ .,-.,.-__ ,..:...:....>.. .:.---____ "">..:. •,..•.....-..,...__.- ......,:,,...., c I 4x4 P.T.POST ' TO SONNA-TUBES � - 'BELOh1. IT - 1 FOUNDATION 23'-0' BELOW I LOCATION OF 4 4 - NEW ADDITION J POST ABOVE LANDING E NEW BEAM - 2 SECOND FLOOR FRAMING PLAN , - JOB: IIOI SCALE: 1/4"'_'1'-0" - DRAWN BY: KW PERMIT SET DATE: 8 /21/11 Q _ irl III W • _ !�i�i�i� � J I U � 6 EXISTING SECOND FLOOR PLAN - _ SCALE: 1/5" T ': 4 q •'. FOR NEW RIDGE a __ � Il 4.4 POST TO - G - HATCH REPRESENTS W L A B OUNOWATION EXISTING ROOF THAT 3 C r�,4 SS WILL REMOVED FOR NEW ADDITION T _ - - H DER i.. HEADER Q !A K IIQ a a 4 �L F T EIL NG !£,y -s U{ BOY'�J -01 l �3 oD 4%4 POST VP j ' BEDROOM - -- -- - - -- -- -- 6 O NEW RIDGE 9 6 OA.MASTER CEI ING u f # t ED O M - a U. 4 i �A� ° w 1 5 L.RID ETsNG� Q s, Z } m p a m F a- O n s x 3 . - -- -- - - -- - -- } A E GIRL'S GUEST o s ,FLAT L a W BA O . BEDROOM BEDROOM. - b LO , s _ E HEADER HEADER o H ADER - _ 55 SHEET 6 OF - - a - I S EXISTING RETUR TO REMAIN .. 4x4 POST TO _ FOR NEW RIDGE, - t NEW ADDITION - ROOF FRAMING PLAN JOB: nol SCALE: 1/4" = V-On DRAWN BY: KW ' - PERMIT SET . � Ln r N' W *a� - } , TYP ROOF 12 �Lt� 2x12 RIDGE .TYp("'ROOF �{ FYY 't9-�"�yy - '12 L1• 2.12 RIDGE .� 2z10's @ 16'O,C. B I��P' - - 2x10! @ 16 1 O C)xx1,{Y A:'«•+" B�'�P T 5/5' PLYWOOD SHEATHING/ q15/B°gPLYWOOD'5HEATHING/xit� FULL COVERAGE ICE t WATER SHIELD L�1..' OL' COLLAR TIES ?H'ip, - FULL COVERAGE�ICE t WATER SHIELD ASPHALT SHINGLES Q�� �b S - 'r"ASPHAL SHINGLES`N Q�� �y S \�J Q NEW SIMPSON H2.5 ,SIIj1P50N H25 �� 1 ATTIC FASTENERS AT ALL if2RSiS 2xBs @ 16°OC FASTENERS qT RAFTER/TOP PLATE JUE� TP��JUNCTIONS TYP. NCTONS TYP' -W ,3 R3B F.G. INSUL. ; Os �.N.1 Ib"OC `+t+ ��19 TYP- EAVES .I1PP ,'`.YS,bh - ✓I, L ,(• 4a.R75'Y )}• ' {a EXTERIOR TRIM t GUTTERS U p I EX?ERIOR TRIM t GUTTERS- - 3 _ - >{ iAE� 9-,pf' $+P��i,'"I ��'� TO MATCH EXISTING HOUSE - - I-. - ° TO MATCH EXISTING HOUSE SIZE t MATERIAL NEW -' h - - SIZE 1 MATERIAL:,,Y M �' �." x o �r s NEW. NEW s tab I m 0 F MASTER-BEDROOM MASTER �`A� . BATE-I c•u.TUEBw.L i EXISTING REAR o I IXISTING7 REAR F r�,W°'S'� t� ' WALL 70 REMAIN , (q', MASTER —UNG) } CLOSET '''y. WALL TO NNW I (FL4T E NG TO MTCH) (�: _'W�. m TC a�x (FAT NG TOf TCJ!)A f $ S IvA•. N",. 15.E i+ •yF4Y• + .9 -0 y7y �yOy G f33s lTl 2 to9 @ Ib°O.C.2S252S2$ EXISTING FLOOR ISTS 2 105@::Ib OG.tS2RS2SX '"a-?`+'iIXISTING FLOOR JOISTS sNEET Gou05 BEAM PER ENGINEER TM uEz'��T �FXT Tv iwr m TM a� � 16044 ('� BEAM PER ENGINEER LL uo �- oed4O>F=iS yy -NrwAVE rl;TTrtt��l!lNa11��1.NNNGGGa�r i N�•J .5 suIATE CEILNG _ _ s ) IJIT �f,* Vu EetF] .f I� NGIRFlwTfi Ari'W F II PER�oE r NEW 4%4 POST WRAPED I'I - 4 y y-ay;.l {'4NE J w �A.t'`'� IITIJ D EMI p - 4X4 F'OST WRAPED'i hI - � -EXISTINGREARA NEW DINING ROOM EXISTING REAR IN BODYGAURD TRI D a PO CN WALL TO REM sAIN IN BODYGAURD TRIM I IPORCH = (cur cEIUNG To fUTOH)- - c WALL TO REMAIN +w aq a I I' 4 siFu uNc To hA )h s '� - TYP D(fERIOR WALL { C _ W TYP. EXTERIOR WALL .II - •q f :IJ,� tS � 4lfl f s,. � i .,,..p`� .'yam <.�;GF'SY �., .J 2xb EXT. STUDS @ Ib°O.C./ m - - 216 F.G. INSUL. PER CODE - - F.G. I/2"PLYWOOD SHEATHING/ ° I ExtsriNe uNOEreuT: ° New FLWR To )' 3. _ .r NEw ro 1/2"PLYWOOD SHEATHING/fy sFfg I.�-�"4 =? is^: 3`' `� ( hgTCN TYP::a.Aq&'Ef 'G� u' e°r '+' I TYVEK WRAP/CLAP BOARD TO Ix4 YWICGANY DEOK�Nc nArUl nP' TYVEK WRAP/CLAP:,BOARD TO,F X4 na1zANY N ?I - ,� MATCH EXISTING HOUSE . MATCH EXISTING HOUSE �y — EXISTING FLOOR JOISTS F J AM"+°EXISTING FLOOR JOISTS°f.'h R'-• r4..� P.T. 2XIO'S @ Ib°-O.C. ('` )p 1 s `:'P T.2XI0'S@ 16 OC fu` l,f .y �. ... ,y. _ O ':'Z'-` ) CONCRETE I SONO PIER I CONCRETE SONO PIER - y --I - 26°61G.FT `_. EXISTING BASEMENT 26"BIG FOOT °) I W () EXISTING BASEMENT Q APe—E .REMAIN NO woaK APPucAe�e U J lY LLI 2,-p„ B,p„ 2i_pu . .. - LO CROSS SECTION 11,41I CROSS SECTION IIB'I SHEET 7 OF B SCALE: 1/4" = N-0" _ _ SCALE: I/4" I'-0" /''� gym/4- JOB: 1101_. DRAWN BY: KW r - - - PERMIT SET DATE: B/21/II L'1 ^ � O J4 LLl l� \J CANT 1L FROM POST p U � W 2.12 RIDGE 2Y12 RIDGE W 'D(� ? NFY!A%4 POST.TO RIDGE - NpN 4N4 POST TO RIDGE - O COL TIES NEW BEAM PER ENGINEER N�BEM PER ENG NEER Q \ V ' C' I ��6e TO CARRY P09T DN FROM.RIDGE _T CARRT POST DN FROM RIDGE - E%19TING R WE TO RFltAIN - 1 EXISTING COLLAR TIES 6 CEILING TO mm REMAIN / `�l - EXISTING RETURN NFsa R�aE EPiIIPOR - / DORMER BEYOND \ O TO REMAIN Q - t � NEw 4%q POSLL IN - W / j EX STING YU _ ll f. EXISTING R EISTLN EXISTING i / . . BATH G BONUS ROOM r _ (� W EXISTING WALL TO BATN. :s : BATH - _ W WITH NEWALIGN EAVE MASTER w. EXISTING INTERIOR SUITE WALL 2'-0" - 3 WALL"TO REMAIN JOG BACK ('�. n NEW FLUSN BEAM PER ENGINEER EXISTING FLOOR JOISTS EXISTING STEEL BEAM ' - r IXISTIN6 STEEL BEM TO REMAIN ' NEW FLU54 BEAM PER ENGINEER r__ - _ Q EXISTING GARAGE' I _-_ EXISTING GARAGE EXISTING STAIRS ON - -- - - - x. F ' z LLI_ - lL 24'-0'. = CROSS SECTION I'D" d p CROSS SECTION 11C" scALe: va° II_OII SCALE: I/4" il_On' W l� - - SHEET 8 OF 8 JOB: IIOI PER MIT SET DATE' /1 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Vac VOLTAGE AT OPEN CIRCUIT W WATT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A X ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: SLEEKMOUNT OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV NAME 1/16/2014 COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Boston Edison) • ' • • J B-0 2 6 2 0 0 0 0 PREMISE OWNER: DESCRp71pt DESIGN: CONTAfNED SHALL NOT BE USED FOR THE CONFIDENTIAL — THE INFORMATION HEREIN ,oe NUM37Z: RUBIN, MELISSA RUBIN RESIDENCE Mark Zacchilli BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: S o I a r C tyL,,\ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 15 ROSEWOOD LN KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: COTUIT, MA 02635 Unit 11 2,24 St. Maiin Drive,Building THE SALE AND USE OF THE RESPECTIVE (36) YINGLI # YL250P-29b SHEET: REV DATE Marlborough,MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T: (650)638-1D28 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE380OA—US—ZB—U (508) 681-8345 COVER SHEET I PV 1 1/16/2014 (866)—SOL—CITY(765-2489) www.solarcity.com PITCH: 30 ARRAY PITCH:30 MPl AZIMUTH:220 ARRAY AZIMUTH:220 MATERIAL: Comp Shingle STORY: 2 Stories 0. LEGEND Ch (E)DRIVEWAYCD (E) UTILITY METER & WARNING LABEL A > a Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS STRUCTU — — © AC DISCONNECT & WARNING LABELS CHANGE DC JUNCTION/COMBINER BOX & LABELS B Front Of House DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS 3 O -° M DEDICATED PV SYSTEM METER B B CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE 11 ,I INTERIOR EQUIPMENT D 1 1 L_J \ /1 LCI Inv LC © 0 SITE PLAN ti o Scale: 3/32" = 1' 01, 10, 21' s F J B-0 2 6 2 0 0 00 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [INVERTER NUMBER: \\\ CONTAINED SHALL NOT Dr FOR THE RUBIN MELISSA RUBIN RESIDENCE Mark Zacchilli SolarCit BENEFIT OF ANYONE E _- 'SOLARCITY INC., NTING SYSTEM: ' ��,; Y A NOR SHALL IT BE DIS(Q.-,.) IN WHOLE OR INom Mount T e C 15 ROSEWOOD LN 9 KW PV Array J PART TO OTHERS OUTSIDE THE RECIPIENT'S ULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION MATH THE SALE AND USE OF THE RESPECTIVE 6 YINGLI YL250P-29b 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ) SHEET: REV: DATE Marlborough,MA D1752 PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION of soLARaTY INC. OLAREDGE SE380OA—US—ZB—u (508) 681-8345 SITE PLAN PV 2 1/16/2014 (8B8)-SOL—CITY(765-2489) www.solarcitYaam (E) 2x6 S1 4" . i 1 (E) LBW - SIDE VIEW OF MP1A RAFTER: (E) 2x10 ® 16" O.C. A NTS CEILING JOIST: (E) 2x8 ® 16 O.C. RIDGE: (E) 200 RIDGE BOARD MAX SPAN: 11'-0" MAX LANDSCAPE STANDOFF X—SPACING: 48" O.C. (STAGGERED) MAX PORTRAIT STANDOFF X—SPACING: 48" O.C. (STAGGERED) , PV MODULE (E) 1x6 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT HOLE WITH S1 (4) (2) POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 4„ ' (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) LBW (E) ROOF DECKING (2) 1' INSTALL LAG BOLT WITH (5) 5/16" DIA LAG BOLT (5) SEALING WASHER. SIDE VIEW OF MP1B RAFTER: (E) 2x8 ® 16" O.C. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH B NTS CEILING JOIST: (E) 2x6 ® 16" O.C. (2-1/2 EMBED, MIN) (6) BOLT & WASHERS. MAX SPAN: 12—1" MAX LANDSCAPE STANDOFF X—SPACING: 48" O.C. (STAGGERED) (E) RAFTER MAX PORTRAIT STANDOFF X—SPACING: 48" O.C. (STAGGERED) S1 STANDOFF -' . J B-0 2 6 2 0 0 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER: RUBIN MELISSA RUBIN RESIDENCE CONTAINED SHALL NOT E USED FOR THE MOf1C Z4CChIII1 p SolarCit'� BENEFlT OF ANYONEExCEPT SOLARCITY INC., AIWNIING SYSlT1k ' .,NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 15 ROSEWOOD LN 9 KW PV Array " yPART TO OTHERS )E THE RECIPIENT'SORGANIZATION, Exi�N CONNECTION WITH MODULES: COTUIT, MA 02635THE SALE AND US6vrTHE RESPECTIVE (36) YINGLI # YL250P-29b a St. Martin Drive,Building 01 2,Unit 1t SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV' DAIS Marlborough,MA 50) i PERMISSION OF SOLARCITY INC. ISOLAREDGE SE380OA—US-ZB-U (508) 681-8345 _ STRUCTURAL VIEWS PV 3 1/16/2014 (Beej-sa,Ci�(;g52B-2489)B�www.sa�laroay�Om GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number:Siemens Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGEp SE3800A-US-ZB-u LpB A -(36)YINGLI YL250P-29b GEN #168572 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 951 591 Inv 2: DC Ungrounded Inverter, 38DOW, 24OV, 97.574 w/Unite isoonnect and ZB, AFCI PV Module; 250W, 226.2W PTC, H4, 46mm, YGE-Z 60, Black Frame, ZEP Enabled ELEC 1136 MR INV 2 -(1 SOLAREDGE A SE380OA-US-ZB-U L�tBEL,B Inverter, 38DOW, 24OV, 97.5% w nl a Isconnect and ZB, AFCI Voc: 37.6 V pmax: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 200/2P MAIN CIRCUIT BREAKER SOLARGUARD Inverter 1 BRYANT (E) WIRING CUTLER-HAMMER METER (N) Load Center 20OA/2P Disconnect 7 5 SOLAREDGE SE380OA-US-ZB-U (E) LOADS g C I D 20A/2P zaov SolarCity Ll � L2 GFP/GFCI N 3 A +EG 40A/2P ___ E_GC/ __ DC+---------- GEC DC- - 9O 1 Strin s Of 18 On MP 1 EGC--------------------------- I I I I I I I N o EGC/GEC J I o f Inverter 2 I - -� 6 SOLAREDGE I i SE380OA-US-ZB-U I 20A 2P L1 zaov SolarCity 1 �- -- T I L2 I GFP/GFCI I TO 120/240V i i N 4 A Z I SINGLE PHASE I L_ EGG DC+ DC+ UTILITY SERVICE I ------ -GEC DC- DG 1 String s 1 n MP 1 -- Q I EGC- -------------------------- ---'---- -- EGC----_ tJ 1 Voc* = MAX VOC AT MIN TEMP Ol (1)SIEMENS#Q240 PV BACKFEED BREAKER B (1)CUTLER-HAMMER DG222URB /� A (2)SolarCity#4 STRING JUNCTION BOX D� Breaker; 4OA/2P, 2 Spaces Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R /-1 2x2 STRINGS, UNFUSED, GROUNDED D (1)BRYANT BR816L125RP -(1)CUTLER-HAMMER #DG100NB -(2)ZEP!85G-1196-001 # Ground/Neutral d; 60-100A, General Duty(DG) Combiner Box Bracket; For ZEP, bottom mount only Load Center; 125A, 120/24OV, NEMA 3R -(2)CUTIER-HAMMER #BR220 3nd (36)SOLAREDGE300-2NA4AZS Breaker; 20A 2P, 2 Spaces PowerBox Optimizer, 30OW, H4, DC to DC, ZEP (1)AWG#6, Stranded Bare Copper -(1)Ground Rod; 5/8" x 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL � FI CIRODE MAY NOT REQUIRED-DEP_ENDlh[G-ONIOCAIIO�LOF (1)AWG#10, THWN-2, Black (F) FI FCII3QD (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV MARE, Black Voc* =500 VDC Isc =15 ADC O 141-(1)AWG#10, THWJ-2,Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=12.69 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.69 ADC LL��LL N (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC (1 AWG#10, THWN-2,.Green. EGC. . , -(1)Conduit,Kit;,3/4'.EMT. ,. _. . . . . . . . . . . .-0 AWG#8,.TRWN-2,.Green . . EGC/GEC-0)Conduit,Kit;_3/4'.EMT. . . _ . , . ,,, (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC ©�(1)AWG#10, THWN-2, Black ®�(1)AWG#10. THWN-2, Red Vmp =350 VDC Imp=12.69 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.69 ADC (1)AWG#10, THWN-2, Red . . . .��..LLL(1)AWG#10, THWN72,,Green. . EGC (1)Conduit,Kit;.3/4'EMT. . . _. . . . . . (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83AAC . . . . . . .70 AWG#8,TFIWN-2,.Green . _ EGC/GEC_-(1)Conduit.Kit;.3/4'EMT. . . . ... . . (1)AWG#8, THN-2, Black O (1)AWG#8, THWN-2, Red (1)AWG#8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.66AAC CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 0 0 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED MALL NOT USED FOR THE RUBIN' MELISSA RUBIN RESIDENCE Mark Zacchilli "IQ��.;;So�arCity BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEM:NOR .. 1 NOR MALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 15 ROSEWOOD LN 9 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 36 YINGLI YL250P-29b 24 St.Martin Drive, MA Bu752 ilding 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET. REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. MVOL 508 681-8345 PV 4 i 1s 2014 �' (�)ITT(7D28 F. (65 w 638-1029 SOLAREDGE SE3800A-US-ZB-U � ) THREE LINE DIAGRAM / / ( >-�aL-CITY(76�-2489) www.sdarcRyxam SolarCity SleekMountTM - Comp - SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed �° '" - Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and y Q Drill Pilot Hole of Proper�Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL *listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition of array trim and a lower profile all contribute p Seal pilot hole with roofing sealant •Interlock and Ground Zep ETL listed to UL 1703 as"Grounding and Bonding System" ?- y f 3 Insert Comp Mount flashing under upper to a more visually appealing system.SleekMount Q P 9 Pp utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as � � layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered '• Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing 1 _ upon flashing standoffs required.In addition, composition - Qs Install lag pursuant to NDS Section 11.1.3 . •Anodized components for corrosion resistance F - , shingles are not required to be cut for this ` with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions -^"" • Y: © Secure Leveling Foot to the Comp Mount using machine Screw Place module Components ® Q 5/16"Machine Screw B QB Leveling Foot Lag Screw .� Comp Mount © 0 Comp Mount Flashing 4 D o`i Solar�ityGaW Eta �� LISTED 4 SolarCity® January 2013 ® January 2013 sY solar.=9e • solar=@aSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US SolarEdge Single Phase Inverters 1111111 SE3000A-US SE380OA-US SE5000A-US SE6000A-US }{� a� OUTPUT __ _ For North ACn@CICB Rated AC Power Output 3100 1100 1000 6000 VA Max.AC Power Output 3300 3800 5200 @ 208VT 6000 VA /5500 @240V,277V AC Output Voltage Min:Nom:Max.' SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US 183-208-229 Vac I AC Output Voltage Min.Nom:Max.' 211-240-264 Vac AC Output Voltage Min:Nom:Max.• 244-277-294 Vac AC Frequency Min.-Nom:Maz.• 59.3-60-60.5(with HI country setting 57-60-60.5) Hz r 25 @ 208V/ 16 @ 208V/ I zs @ z4ov/ Max.Continuous Output Current 14 @ 240V 16 @ 240V 23 @ 240V 22 277V 20 @ 277/ @ A V GFDI 1 A I Utility Monitoring,Islanding Protection, t tee., Yes (tI ,R CountryConfigurable Threshold2�25. 4 INPUT I 'Tests . Recommended Max.DC Power•.(STC) 3750 4750 6250 7500 W ^` WyK50tY:r Transformer-less,Ungrounded Yes t E +Plze°Y Max.Input Voltage 500 Vdc 1` """""•""~"" Nom.DC Input Voltage 325 @ 208V/350 @ 240V/400 @ 277V Vdc Max.Input Current 11 11.5 I 18 18 Adc ( Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600k.Sensitivity Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 % 97.5 @ 208V/ 97.5 @ 240V/ CEC Weighted Efficiency 97.5 96 9 % Nh me Power Cnsumption 2.5 b 8 @ 240V,277V 98 @ 277V W igttio c '{ �. ADDITIONAL FEATURES Supported Communication Interfaces RS485,R5232,Ethernet,Zigeee(optional) STANDARD COMPLIANCE _ - € Safety U11741,UL16998(Part numbers ending in"-U"),UL1998,CSA 22.2 Grid Connection Standards IEEE3547 Emissions FCC partly class 8 INSTALLATION SPECIFICATIONS / AC output conduit size/AWG range 3/4"minimum/24-6 AWG DC input conduit size/If of strings/ 3/4"minimum/1-2 strings/24-6 AWG AWG range Dimensions with AC/DC Safety Switch 30.5 x 12.5 x 7/775 x 315 x 172 30.Sz12S x 7.5/775 x 315 x 191 in/mm f ..(H.W.) Weight with AC/DC Safety Switch 51.2/23.2 I 54.7/24.7 lb/kg • s:. - _Cooling Natural Convection _ Noise <50 dBA Min:Max.Operating Temperature -13 to+140/-25 to+60(CAN version'•'-40 to+60) -F/'C The best choice for SolarEdge enabled systems Ran Pao e�tion Rating NENA3R Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending in"-U") :<mag.Ple......s 1dg PP Superior efficiency(98%) eem zs.rom-daas—me way-beget aam�e:.ewez F/25ec Fo�aeodee in—...nef.—nn. N:ma: a ! CAN NP/Nsa ligibletor tM1C Ontario FlT antl m 11T i — Small,lightweight and easy to install on provided bracket 4 Built-in module-level monitoring - Internet connection through Ethernet or Wireless - -- - Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation sunsPec USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar - . • .solar - e Power Optimiz . y _ SolarEdg er Module Add -On for;North America _ P300 / P350 / P400' ,o SolarEdge Power Optimizer .- ---- --P300 .- �P350 --------P400 % Module Add-On For North America t,' _ ,for 60-cell PV (for 72-cell PV. (for 96-cell� PV,, • ' .. - - modules) .:nodules) modules)+ rn - P300 / P3501 P400 INPUT„----=— _ -- — --- -- e e n ••Rated l Input Maximum DC Power1u x —• • 300 350 400 W �_ v: . p Voltage a 48 0 80 Vdc r ` � - �" > � .,. In Itage(Voc at lowestt temperature) - - � 6 • - ,, M PPT Operating Range _ 8-48 '�. 8 60•� 8-80 Vdc •° Maximum Short Circuit Current(Isc), ' '10 - Adc , _ - Maximum DC Input Current • 12.5 Y Adc - f , - •. Maximum Efficiency : - '_ 99.5 % - F - Weighted Efficiency - 98.8 - - % - - _. .. .. • - ,: - ,�.:• _ - - Overvoltage Category - .. ,. •, �.' � '..... II ' _ -_ • - Maximum Output NG OPERA _ G IN5E. Adc .OUTPUT OPERATION OPTIMIZER.CONNECTED TO OPERATING RTER) _ r - r - �• ° ; Maximum Output Voltage 60 ' .•'� - r OUTPUT DURING STANDBY(POWER OPTIMIZER.DISCONNECTED FROM INVERTER,OR-INVERTER OFF).•- - - `-�.x. •' + - Safety Output Voltage per Power Optimizer - - - ` 1 - Vdc - r Y' _ -'STANDARD COMPLIANCE - -" :: - • EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety , IEC62109-1(class II safety),UL1741 .� �. RoHS Yes e5INSTALLATION ximumAIId System Voltage 1N5_ ----y 1000 Vdc � - r Dimensions(W x L x H) Y �141 x 212 x 40.5/5.55 x 8.34x 1.59 - mm/m - 3. c - Weight(including cables) - - 950/2.1 ( gr/lb - - Input Connector _. .MC4/Amphenol/TYio a _ - ' Output Wire Type/Connector Double Insulated;Amphenol OutputWireLength 0.95/3.0 :. 1.2/3.9 m/ft v' .. - ., - - r Operating Temperature Range - 40-+85/-40-+185 " 'C/'F Protection Rating= IP65/.NEMA4 - .. Relative Humidity' 0-100f k mR-d Src p—Prinsm 1d Modp: ptp szpd ea.,.�e aloes:a. -s` . ±. a r 71 M•.,. . . _. - �' _�`� 'A. '` _ '`:PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE - a •-. n .:x - p ,. r,, eSIN 208V_ - P 48OV ...INVERTER . PV power optimization at the module-level -- — E - 10 - 1 --- GL PHASE • s+ -- Minimum String Length(Power OPdmizers) 8 • M ,a _ 10 18 1 Up to 25%moreenergy - f Maximum String Length(Power Optimizers) 25 25 50 M• Superior efficiency(99.5%) ° - I _'Maximum Power per String` �5250 - _� 6000 �• 12750 W _ ^. £ Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module'mismatch losses,from manufacturing tolerance to partial shading '. A. { >, , 'a• '. - - Flexible system design for maximum space utilization - - : • - a f - Fast installation with a single bolt . Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety r USA - GERMANY - ITALY -,FRANCE JAPAN - CHINA - ISRAEL - AUSTRALIA WWVd,,SOlafedge.US. a 0 YGE - Z 6® YL255P-29bY�' EeZ 60CELL SERIES YL255P-29b ,�► Powered by YINGLI CELL SERIES YL250P-29b YIN G 1 S LAIR YL245P-29b ® ELECTRICAL PERFORMANCE YL240P-29b U.S.Soccer Powered by Yingli Solar Electrical parameters at Standard Test- -� GENERAL CHARACTERISTICS ryP - 1. YL255P-29b I�YL255P-29b YL245P 29b YL240P 29b Dimensions(L/W/H) 64.96in(1650mm)/38.98in(990mm)/Module e- N -- YL260P-296 .... ......._ ...__._.... 1.$1in(46mm) -- Power output- Pm,. W 260 i 255 ii 250 245 240 • • Ideal for residential Power output tolerances °Pm..i % I -0/+3 Weight - _ i`---45.2lbs(20.5kg)CTITIWIIV _ Module efficiency nm_. % 15.9 15.6 15.3 15.0 S 14.7 29.3 and commercial applications where cost savings Voltage at Pm V V 8.59 8.49 29.8 29.6 8.18 r current at Pm,= Imp 1 A ,I 6.59 a.49 E.39 j s.za ( e.i a PACKAGING SPECIFICATIONS t1 installation time, and aesthetics matter most. circuit voltage' -�u_l v 37.737:�!I-3�.6 3�.5 37.5- Number of modules per pallet I. 22 Short-circuit current Iu 1 A 9.09 9.01 - 8.92 8.83 I 8.75 _ - �:.. _ Number of pallets per 40'container 28 STC:1000W/m2 irradiance,25°C cell temperature,AM1.59 spectrum according to EN 60904-3 f • - • ♦ Average relative efficiency reduction of 3.3%at 200W/m2 according to EN 60904-1 Packaging box dimensions 67in(1710mm)/45in(1145mm)/ (L/W/H) 46in(1178mm) ►Lower balance-of-system costs with Zep Operating • Box weight 10 in(1178mm)bs ) Compatible'"frame. Power output Pm,. W 1 189.7 186.0 i 182.4 178.7 a 175.1 Voltage Pm.x vm„ v z7.6 z7.a I z7.z z7.o 26.a Units:inch mm ►Reduce on-roof labor costs by more than g �-- �___ `` � ( ) o Current at Pam.. I-I A �) 6.87 j; 6.79 4 6.71 �� 6.62 - 6.54 25�o. \ I � 38.98 990 Open-circuit voltage V. V '� 34.8 1 34.8 34.7 j 34.6 34.6 ►Leverage the built-in grounding system- �� I 36.85(936) 1.81(46) Short-circuit current Iu A ' 7.35 i 7.28 7.21 ;� 7.14 p 7.07 if it's mounted, it's rounded. g NOCT:open-circuit module operation temperature at 800W/m2 irradiance,20°C ambient temperature,1 m/s wind speed P 1 Decrease your parts count-eliminate screws, " rails,mounting clips,and grounding hardware. THERMAL CHARACTERISTICS Nominal operating cell temperature qI NocT J °c ,` 46+/-2 Temperature coefficient of Pm•. p Y %/°c S -0.42 • - •?1.01201RIM07210x F:k n Temperature coefficient of V°° -0.32 ►Minimize roof penetrations while maintainingpp Temperature coefficient of 6. � an. y%/°c 0.05 Grounding holese® a` the system's structural integrity. MP Cp .6-0.236(6) o Qp0 PA Temperature coefficient of V,pp ov-P %/°c -0.42 1 Invest in an attractive solar array that includes , w a black frame, low mounting profile,and j . / OPERATING CONDITIONS aesthetic array skirt. p Max.system voltage 600Voc or 1000Voc x0.315(6.Sx8) F V Mounting holes ►Increase energy output with flexible module cOMPp� Max.series fuse rating 15A layouts(portrait or landscape). -_-_-- Limiting reverse current 15A Drainage holes C-- 1 Trust in the reliability and theft-resistance of ".I2xo.315(3x8) Operating temperature range -40to185F(-40to85°C) the Zep Compatible"system. COMPATIBLEZEP Max.static load 2400Pa 3.94(100) Max.hailstone impact(diameter/velocity) 25mm/23m/s 0 47(12) AC SOLUTION OPTION Leading limited power warranty*ensures ` i 91.2%of rated power for 10 years,and 80.7% ; The YGE-Z Series is now available as of rated power for 25years. CONSTRUCTION MATERIALS Q Front cover terial iron tempered an Enphase EnergizedrpAC Solution. i 10-year limited rOdUCt Warranty. Cell(quantity material al/Idmmensions/ l0 60/mull crystall'glessilicon/m i1 SECTION C-C / This solution delivers optimum l p --,-_ C performance and integrated intelligence number of busbars> 156mmx156mm/2or3 en phase - p -�, The Enphase M215-Z Zep Compatible Encapsulant(material) ethylene vinyl acetate(EVA) t.a 0I Microinverter is designed to connect *In compliance with our warranty terms and conditions. t39(35) g - I Frame(material/color/edge sealing) anodized aluminum alloy/black/silicone or tape direct) into the Z Series module groove,eliminating y g g - - Junction box(ingress protection rating) aIP65 Warning:Read the Installation and User Manual in its entirety the need for tools or fasteners-all with one easy step. Cable /cross-sectional area)(length 1100mm/4mm2 Ai before handling,installing,and operating Yingli modules. • • �� l • Connector(type/ingress protection rating) MC4 or Amphenol H4/aIP67 -4 UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008,ISO l Our Partners _ ~ 14001:2004,BS OHSAS 18001:2007,SA8000 _ Intelligent real-time �����• monitoring at the system _ and module level with If you buy from Yingli Americas,Yingli Americas The specifications in this datasheet are not guaranteed and are subject to change without prior notice. -- - - UL i s the importer and complies with all .� Enlighten. C OUS � 11' arts a This datasheet complies with EN 50380:2003 requirements. L applicable tariffs.Customers can buy from Yingli LISTED Americas with no worry that they will be liable for (eHo*ovot*aG n+oouiD l any import tariffs. 440D y - Yingli Green Energy Americas, Inc. - info@yingliamericas.com Tel: +1 (888)686-8820 YIN G SOLAR YINGLISOLAR°COMMS I NYSENGE V. Y I N G L I S O L A R.C O M/U S Yingli AlTtet ICaS C Yingli Green Energy Holding Co.Ltd. 1 YGEZ60CellSeries2013-EN_201309_VOI U.S.Soccer Powered by Yingli Solar ABBREVIATIONS ELECTRICAL NOTES JURISDICT"SON NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER I kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX Vocp VOLTAGE AT OPENPOWER CIIRCUIT VICINITY MAP INDEX IN WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X i ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH I THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. + MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS ' REVA NAME DATE COMMENIS s . + UTILITY: NSTAR Electric (Commonwealth Electric) • J B-0 2 6 9 3 6 0 o PREMISE OWNER: DESCRIPTION: DESIGN: \\` CONTAINED AL — THE INFORMATION HEREIN JOB NUMBER: R U B I N, M E LI S S A _ CONTAINED SHALL NOT E USED FOR THE RUBIN RESIDENCE Matt Morse I,solarCity. BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 15 ROSEWOOD LN 9.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S NODDLES: COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (36) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 5O8 681-8345 T: (650) 638-1028 F: (650) 638-1029 SOLAREDGE SE1000OA—USOOOSNR2 COVER SHEET PV 1 3/17/2015 (888)—SOL—CITY(765-2489) www.solGrcity.com PITCH: 35 ARRAY PITCH:35 ` MP1 AZIMUTH:32 ARRAY AZIMUTH:32 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 35 ARRAY PITCH:35 MP2 AZIMUTH:32 ARRAY AZIMUTH:32 15 Rosewood Ln 15 Rosewood Ln MATERIAL:Comp Shingle STORY: 2 Stories I t r I(E)DRIVEWAY r (E)DRIVEWAY/ _ I � r I . � I r ' r I / I / I 1 / I � 1 / I / ' - - / Front Of House 1 / s r A I ' STRUCTURE I t Inver I AC r LEGEND AC I,In/ (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS _ DC © DC DISCONNECT & WARNING LABELS G ACE AC DISCONNECT & WARNING LABELS (E)PV EQUIPMENT SEE 026200-00 - Q DC JUNCTION/COMBINER BOX & LABELS + Q DISTRIBUTION PANEL & LABELS ti Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER N OF O STANDOFF LOCATIONS `S CONDUIT RUN ON EXTERIOR CONDUIT-RUN ON INTERIOR N G GATE/FENCE Q HEAT PRODUCING VENTS ARE RED 1`j L Q — i'` INTERIOR EQUIPMENT IS DASHED s N NAL SITE PLAN 3/17/2015 Scale:1/16" = 1' Digitally signed by Nick Gordon 01, 16' 32' Date:2015.03.1F7 09:14:21 -OTOO' S PREMISE OWNER: DESCRIPTION: DESIGN: - CONFIDENTIAL - THE INFORMATION HEREIN [INVERTER: B NUMBER: J B-0 2 6 9 36 O O Matt Morse �\`t? CONTAINED SHALL NOT BE USED FOR THE RUBIN, MELISSA RUBIN RESIDENCE %�,�So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., UNTING SYSTEM: I0' NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type C 15 ROSEWOOD LN 9.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S DULES COTU I T, M A 02635 24 St. Martin Drive, Building 2,Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITH g THE SALE AND USE OF THE RESPECTIVE 36) HanWha Q—Cells #Q.PRO G4/SC 260 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650) 638-1028 F: (650)638-1029PERMISSION OF SOLARCITY INC. GE SE10000A—USOOOSNR2 (508) 681-8345 SITE PLAN PV 2 3/17/2015 (688)-SOL-CITY(765-2489) www.solarcity.com (E) 1x6 (E) 2x6 r S1 S1 - 4" 11'-4" 10'-5" (E) LBW (E) LBW A SIDE VIEW OF MP1 NTs OF r SIDE VIEW OF MP2A NTs MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES O? ,N �G MPZA X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64' 24'.. STAGGERED' LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 17" v IL y PORTRAIT 481' .17" ROOF AZI 32 PITCH 35 ROOF AZI 32 PITCH 35 RAFTER 2X8'@ 16 OC- STORIES: 2 RAFTER 2X10 @ 16'. OC STORIES: 2 _ ARRAY AZI 32 PITCH 35 90 �� ARRAY AZI 32 PITCH 35 C.I. 2x6 @16"OC Comp Shingle 'c F �� Comp Shingle SS NAL 3/17/2015 PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER (E) 2x6 J & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT _ (1) LOCATION, AND DRILL PILOT c ZEP ARRAY SKIRT (6) HOLE. S1 - 4 2 SEAL PILOT HOLE WITH O O POLYURETHANE SEALANT. ZEP COMP MOUNT C — — ZEP FLASHING C (3) (3) INSERT FLASHING. 4" (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING ` (2) V (E) LBW (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. SIDE VIEW QF MP2B' NTS STEEL LAG BOLT LOWEST.MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER �6) BOLT & WASHERS. MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64' 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 17" S1 ROOF AZI 32 PITCH 35 STORIES: 2 RAFTER 2X10 @ 16" OC 1 ARRAY AZI 32 PITCH 35 CJ. 2x8 @16" OC Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN 1(36) OB NUMBER: J B-0 2 6 9 3 6 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE RUBIN,'_MELISSA - RUBIN RESIDENCE Matt Morse �`a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM: ����SolarCity NOR MALL IT BE DISCLOSED IN WHOLE OR INCompMount Type C 15 ROSEWOOD LN 9.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH ODULES: COTUIT, MA 02635 — 4 2 St. Martin riv'D e Building pdo 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE Hanwha Q CeIIS #Q.PRO G4/SC 2609 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T- (650) 638-1028 F: (650)638-1029 SOLAREDGE SE10000A—USOOOSNR2 (508) 681-8345 STRUCTURAL VIEWS PV 3 3/17/2015 (888)-SOL-CITY(765-2489) www.solaraltY.cam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO E GROUND Panel Number:Siemens Inv 1: DC Ungrounded # _ _ #Q GEN #168572 ( ) # ( ) 2 Supply INV 1 -(1)IS�OeA{eEDGOtlbOW�240V, 97�5�5 wR�UnifedEDisco andZB,RGM,AFCI -(36)HPVWModQIeC 260W, 236.5W PSTC,240mm, BIk Frame, MC4, ZEP, 600V ELEC 1136 MR RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 451137 Tie-In: Su I Side Connection Overhead Service Entrance INV 2 Voc: 37.77 Vpmox: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 E WIRING CUTLER-HAMMER O CUTLER-HAMMER 4 ::A] 1 Disconnect - - - - 20OA/2P 6 Disconnect 5 SOLAREDGE A DC+ B 60A aT� SE10000A-USO0OSNR2 e c MP 2: 1x18 - -------- -- --------------------� A L1 zaov r-------- - I I B L2 DC, N DG 1 3 - 2 (E) LOADS GND - ---- GND ------------------------- - GEC ---iN Dc DC- - - MP 1: 1x18 �♦- r"----1 GND __ EGC- ------ EGC ---=-♦J -_ i N I (1)Conduit Kit; 3/4" PVC, Sch. 80 SOLARGUARD PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN o EGC/GEC r METER BRYANT (E) CUTLER-HAMMER (E) Load Center (E) SOLAREDGE E) 40A/2P 1 1 Disconnect 1--- - GEC SE3800A-US-ZB-U t C 1 20A/2P , L1 E (E) SolarCity l L2 TO 120/240V 1 N A _ DC+ SINGLE PHASE _________-_ EGc/ ___ DC+ DC- Ll__-__ GND ---- GND --- ---, ------ GEC i _ MP: 1x18 UTILITY SERVICE I I 1 = I N Dc ---- -----------------------�Lh' � GND EGC I �J I (E) SOLAREDGE SE380OA-US-ZB-U 20A/2P L1 zaov (E) SolarCity 1 1 L2 - N A I ------- ------- EGC/ DC+ DC+ - - - - GEC I N DC- DC- MP: 1x18 - EGC ----tJ GND __ EGC- ------------------------------�---- ----------------- i Voc* = MAX VOC AT MIN TEMP POI (2)ILSCO f IPC 4/0-#6 B (1)CUTLER-HAMMER #DG222NRB /fj A (1)SolarCity 4 STRING JUNCTION BOX D� Insula ion Piercing Connector; Main 4/0-4, Tap 6-14 Disconnect; 60A, 24OVoc, Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED S -(1)CUTLER- AMMER �DG10ONB (36)SOLAREDGE 3OP-2NA4AZS SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground Neutral Kit; 60-100A, General Duty(DG) P V PowerBox Optimizer, 300W, H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLER-HAMMER #DS16FK Class R Fuse Kit nd (1)AWG #6, Solid Bare Copper -(2)FFusAZ0A ZSO #T60R PV BACKFEED OCP 6 V, Class 1)Ground Rod; 5/8" x 8', Copper C (I)CUTLER-HAMMER #DG222URB l (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 27 ADDITIONAL" Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R (1)CUTLER-i1AMMER�DG100Ne ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground/Neutral it; 60-100A, General Duty(DG) 1 AWG #6, THWN-2, Black (I)AWG #6, THWN-2, Black 1 AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG 10, PV WIRE, Black Voc* =500 VDC Isc =15 Aw 1. 1 (1)AWG #6, THWN-2, Red O (1)AWG #6, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=13.93 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.2 ADC I^' (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC "� (1)AWG #10, THWN-2,.Green EGC. . . . . . . " (1)AWG #f,.Solid Bare:Copper. GEC. " - .-(1)Conduit"Kit;.3/4".PVC,-Sch. 80. . . . -(1)AWG #8,"TFLWN-2,.Green . . EGC/GEC--(1)Conduit.Kit;.3/4".PVC,.Sch, 80. . . . (1)AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG 10, PV WIRE, Black -Voc* =500 VDC is =15 ADC O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=13.2 ADC (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.93 ADC (1)AWG #10WN, TH -2,.Green. EGC (Z iF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . J B-0 2 6 9 3 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL - THE INFORMATION HEREIN JOB NUMBER: `\�,�SolarCity. CONTAINED SHALL NOT BE USED FOR THE RUBIN, MELISSA RUBIN RESIDENCE Matt Morse BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A�'P NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 15 ROSEWOOD LN 9.36 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULE COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (36) Hanwho Q-Cells #Q.PRO G4/SC 260 SHEET: REV. DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: SOLAREDGE SE1000OA-USOOOSNR2 (508) 681-8345 THREE LINE DIAGRAM PV 3/17/2015 (888)-SOL-CITY(765-2489) www.solarcity.cam WARNING:PHOTOVOLTAIC POWER SOURCE "• "• • Label • • WARNING WARNING ' Per Code: Per Code: Per Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS ••1 THE DC CONDUCTORS OF THIS NEC '•1 Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOVOLTAIC DC D IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED INVERTER"IS DISCONNECTCode:NEC .•1 Label Location: Label Location: PHOTOVOLTAIC POINT OF '• MAXIMUM POWER- • INTERCONNECTION Per Code: Per POINT CURRENT(Imp)_A Code: WARNING: ELECTRIC SHOCK 1 ••/ HAZARD. DO NOT TOUCH MAXIMUM POWER-_VNEC 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) Label Locatiom Per MAXIMUM SYSTEM BOTH THE LINE AND LOAD SIDE VOLTAGE (Voc)_V MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION. FOR SERVICE CURRENT(Isc)_A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE V WARNING Code: NEC ELECTRIC SHOCK HAZARD •1 IF A GROUND FAULT IS INDICATED • NORMALLY GROUNDEDLabel L• • CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED CAUTION DUAL POWER SOURCEPer Code: SECOND SOURCE IS NEC 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • Per WARNING ELECTRICAL SHOCK HAZARD Code: .•- • • DO NOT TOUCH TERMINALSNEC ••1 CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code- NECLOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.B.4 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per ..- INVERTER OUTPUT •- • • NEC 690.64.B.7 CONNECTION PHOTOVOLTAIC AC DO NOT RELOCATE Disconnect DISCONNECT Per ••- THISODEVCERRENTConduit NEC.690.14.C.2 :. ■ Distribution ■ DC Disconnect (IC): Interior Run Conduit LabelInverter -. ■ Disconnect MAXIMUM AC A ' '• OPERATING CURRENT Per "• Code: Center (M): Utility Meter MAXIMUNI AC OPERATING VOLTAGE VNEC 690.54 0W i • .94402 SOIdfClty I ZepSolar Next-Level PV Mounting Technology "'^SOIdfClty Zep Solar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs r Up-roof -' ...T Ground Zep Intertock .{Key sW shown) _ Leveling foot - 1," G' y - Zep Compatible PV Module '.` ..3 Zep Groove }� I di Roof Attachment Array Skirt -— AOA�F Description � PV mounting solution for composition shingle roofs cGMpfi�� Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond Comp Mount 'Interlock Leveling Foot Ulr LISTED Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 • Designed for pitched roofs III - Installs in portrait and landscape orientations " • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 ® L • Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer.is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 1 solar=ee Solar=@e SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer A { Module Add-On For North America— P30U P350 P 60-cell PV' (for 72-ce11PV - (for 96-ce 40Q (for 11PV a { .modules) modules) modules) _ JINPUT P300 / P350 / P400 Rated Input DC Poweru " ry i 30U 350 400* W .............................P.............(.....................:.........i. .............................................................................................. Absolute Maximum In ut Volta a Voc at lowest temperature 48 60 80 Vdc .............................................................................. ................................................................................ ............. MPPT Operating Range 8-48 8-60 8-80 Vdc ...........pera.............................................................. ................................................................................... ... ... . Maximum Short Circuit Current(Isc) ' 10 Adc .........................Current ... ... ....... .......... ......................... ............ ..... .... ... - - - Maximum DClnput Cu went 12.5 Adc r, Maximum Efficiency - 99.5 % `-�- - Weighted Efficiency 98.8 % ............ .. .... .... ....:.... ......... .. .. .. .... ..... ........ II ....-.. .. ........ ...... .... ..... .,. Overvoltag a Category - • OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)_ _ - -. ._Maximum Outpu[Current - ....... 15 ........................ . Maximum Output Voltage - 60 Vdc - 'IOUTPUT DURING STANDBY(POWER-OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc (STANDARD COMPLIANCE. - i FCC Part15 Class B,IEC61000-6-2;IEC61000 6-3 ... ....... ......................... .............................:. ....... ............................................. ....... .... ... ->z of - k Safety IEC62109 i(class II safety),UL1741 ... ....................................................... ... .... .... ............I.. .. ......... ....................... .... .. >. RoHS ..... .... Yes f INSTALLATION SPECIFICATIONS •. 4 Maximum Allowed System Voltage 5000 Vdc Dimensions(Wx Lx H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in ` ........................_..............................................................................................i2........I...........................—�............ - Weight(mcludmgcables) .._.__.950/,2.1 .gr/lb... ,. ... .... ... ... ... ............................... ...... .... ...... ... ..................... - ,° - Input Connector MC4/Amphenol/Tyco - _ ........... .. ...... ............................................. ..... ............. ...... ... .... .... ..,............... .. Output Wire Type/Connector - Double Insulated;Amphenol ............................ .' . Output Wire Length...... 0.95/3.0 .. ... .. ... 1.2/3.9. ..... ..... ...m./.k .. - ...... ... .. ......, ................... 1 Operating Temperature Range 40-+85/40-+185 •C -: ............ ... ... ....... ................I ....................................................... ... ... .... ... .......I........... ........... Protection Rating. IP65/NEMA4 ........ ......Y... .. ..... .....:. ... .................. ...................... ....... ..... ..;... ............. .. ..:.......... - - - Relative Humidit 0-100 % - It.-STC Dower of lxe module.Module o/up to K%power rolersnee albwed. • - - ., -- - - • PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE ' xya ,;r: SINGLE PHASE INVERTER «•� °� 'x° - -- •-.> '"M.; 208V m� 480V - PV power optimization,at the module-level Minim�mstrmg Length(Power optimizers) 8 10 18 ..I...... — Up to 25%more energy " Maximum String Length(Power Optimizers) 25 25 50 Superior efficiency(99.5%)- , — Maximum Power per String - ............. .......5250 .... ..,......,6000. ._. .. ..... 12750..••.. ..W...__ .... ....... "' ... ..... .. ..... - - Parallel Stnngs of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - ..Parallel Strin s o Differ -e Lengths r Orientations Flexible.system design for maximum space utilization.. - ��. — Fast installation with a single bolt Ws - 5 - , ,• _ - Next generation maintenance with module-level monitoring. — Module-level voltage shutdown for installer and firefighter safety CE ON USA - GERMANY ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us - =@ * soIar " • • Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE7600A-US SE10000A-5S I SE1140OA-US ;OUTPUT_ SolarEdge Single Phase Inverters 9980@208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 10000 @240V ......................................... ............. ............: .5400 @ 208V. .............. .............. .10800 @ 208V ................. ......... - Max.AC Power Output 3300 4150 6000 8350 12000. VA For North America 545°@�4 1°95°@24°" AC Output Voltage Min:No _ / / / 8-229Vac ..................... ................ ............... ................. ................ ................ .................. ....... ... . SE3000A-US/SE380OA-US SE5000A-US SE6000A-US AC Outp AC Output Voltage Min:Nom:Max.* SE760OA-US/SE1000OA-US/SE1140OA-US 211-240-264Vac . ACFrequency.Min:.No fail:-Max.*....•._ ••...•....... ............... 59.3-60-60.5'wit hHlcountrysetting.57-.60-60.5).__,,,,,,.•„ ...........•,,.,__ ....Hz,.... - 24 @ 208V I 48 @ 208V Max.Continuous Output Current..... .....1.........I................I......@.........L.....25.......1......3........ ...5 .. 21 240V 42 @ 240V GFDI .................................... ............................................................1.............................................................. ....A..... utility Monitoring,Islanding Protection,Country Configurable Yes :-werfe y Thresholds - 5 °t IINPUT - -*w•. 12'�41 � r Recommended Max.DC Power** 3750 4750 6250 7500 9500 12400 14250 W f m V08TS ,-t ... .. ar-antY� • (STC) :.:.W ................ ............... ................. ...... ...: ................ .................. ......... . vs _ Transformer-less,ungrounded Yes Max.Input Voltage 500 ........................ ............. Vdc - - DClnputVoltage_..._.•„ ..: ........... .... ..••,.,, .. ,.._325@208V/350@240V ., Vdc•,.. 16.5 @ 208V 33 @ 208V a Max.Input Current 9.5 13 18 23 34.5 Adc 15.5 @ 240V ''.*@ 240V .�-:_ .».._...;.. .........«,,....,., .......... .... .............. .... .......... .....I ........ .... I........ . ................ ............ .. .. ... . - Max.Input Short Circuit Current ................................. ..['......................45 ...Adc.... Reverse-Polarity Protection ....................................................................... .......................................... ...........................................................Yes Ground-Fault Isolation Detection 600kI2 Sensitivity .............. ............ Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98..... 98 % .......................................... ................ CEC Weighted Efficiency.............. .....97.5......I......98...... .998 @ 240V. .....97.5..... .....97.5.... . ..97.@Z240V.. ......9.......... . . i Nighttime Power Consumption <2.5 <4 W 'ADDITIONAL FEATURES ,. . Supported Communication Interfaces RS485,RS232,Ethernet,Zi Bee(optional) I - n ........................ ...... .. .. ..... ........... g ............................... ..... •,., 1 P 1 } - Revenue Grade Data ANSI C12 1 - Optional I STANDARD COMPLIANCE �t Safety .•......._...•••. UL1741 UL1699B UL1998 CSA222..................................... .....•... 4$ I'� Grid Connection5tandards IEEE1547 ••.,,,•, ... j .......... .... .... ............................................ .. .. .. • - jtt fr' - :,-_,,,,,+° i " Emissions - ( FCC part15 Class B t. I INSTALLATION SPECIFICATIONS conduit size.AWG range 3/4"minimum/24..AWG................. ........ ..3/4"minimum/8 3 AWG ......... --• DC input conduit size/ft of strings/ 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1-2 strings/14-6 AWG ...... ... ......... ... ....... .... .... ... .................................................. ... .. Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ x x in/ �nmwwrrAy. _u_w. ' 4 Switch(HxWxD)._. 775 x 315 x 172 775 x 315 x 191 10 5/775 '• ,mm - 305x125 x315 260 ........... 5........7........... .. .. .. /' . .�. - _- _. <.,-r• ..,.,, .Weight with AC/DC Safety Switch..... ...........51:?./23.2.......... ..... .....54.....24:............ ............ ..... 8.. 4/40......... ............ �b/.kg... Cooling Natural Convection Fans(user replaceable) ................................. ................................. The best choice for SolarEdge enabled systems Min.-Max. ...+60(... version**** ..****-40...+60).......................... . /'C . .... ................................. .. _ Mln Max.Operating Temperature 13 to+140/ 25 to+60(CAN version** * 40 To+60) °F/°C Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Range ........................................................... .............................. . .. Protection Rating NEMA 3 R ..... ........... Superior efficiency(98%) For otner regional seMngs please contact SolarEdge support Small,lightweight and eas to install on provided bracket Limited to 125%for orations where the yearly average high tempe azure is above 77'F/25'C and to 135%for locations here it a below 77'F/25'C Y p For detailed information,refer to htt //•^•• I ede l /dfs/ rt d eu d df Built-in-module-level monitoring ��•A higher current source may be used,the inverter will limit its input current to the values stated. . "CAN P/Ns are eligible for the Ontario FIT and microFIT(micmFIT ezc SE31400A US-CAN). Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only & OF F Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12:1 sunsasc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE N ETHERLANDS-ISRAEL www.sola redge.us dge , BY -- - 'are tracehiarla ot their resoective--hers.Date: r r i r;t. 1 a. it - ' Format 65.7 in x 39.4in x 1.57 in(including frame) _ (16/Ommx1000riimx40mm) Weight 44 09lb(20.0 kg) • Front Cover 0,13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology _ Back Cover Composite film w .....ry �. a -= Frame Black anodized ZEP compatible frame n,m m• �Y-•�^'^",,,,�:T v,,,., '`�' Ce114 -T 6 x 10 polycrystalline solar cells Juunctnct -,�^•"�"�' _ ion box Protection class IP67,withith bypass diodes ..r�.w w.,.,o..a,., °"�"�""'°•' i - -�" Cable 4 mm2 Solar cable;(+)a47 24m(1200 mm),O 2:47,24in(1200 min) .•r w fl•L•. , Connectoo H4(IP_ ._- .�___,^_...- ,_. �.._.__ �- ,�(. . ° -© I....�•.m, -r MC4(IP 68)or H4(IP68) - -.._..- papa --•-+ -•-...._. --'--' --,. ..._..__.._.�,....._.,... _ ^.-...__..,.. ELECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m',25'C,AM 1.5 G SPECTRUM)' p, POWER CLASS(+SW/-O W) [W1 255 260 265 Nominal Power Pry. [Wl - 255 260 .- 265 1 • 1 ' ) • , ' Short Circuit Current I$, [Al 9.07 9.15 9.23 ._.....__ _.._ �_. papa• ---�-•- Open Circuit Voltage Vac IV] - 37.54 37.77 38.01 Current at P_ I pp [Al 8.45 8.53 8.62 Voltage at P_ V_ IV] 30.18 30.46 30.75 The,new Q.PRO-G41SC is the reliable evergreen.for all applications,with T Efficiency(Nominal Power), q f%1 a15.3 >_15.6 a15.9 a black Zep Compatible frame design for Improved aesthetics opti- � _ �_ m-800WIWI" 3-C.AM1.5G_sPECTRI,M>r _ __ --___--W--- T .. mlaed material)usage and Increased safety-The.4 solar module genera' PERFORMANCE+5W/-O AL OPERATING CELL TEMPERATURE(N IW] 255 260 265 - POWER CLASS(+SW/-0OW) " tion from Q CELLS has been o timised across the board: improved output Nominal Power _� __ "P Iwi _� 18s:3 ___ 192.0 17. P P lI ` Short Circuit Current I [A] 7.31 7 38 7.44 yield, higher.operating reliability and durability,quicker installation and I OpenopenCircuit Voltage v [v] "Y 34.95 ' --` 35.16 35.38 more intelligent design. - � current at P_ I_ [A] 6.61 6.68 6.75 ' Voltage at P_ V^r,. IV] 28.48 28.7,5: My - 29.01 'Measurement tolerances SIC:_3%(P„,);z 10%0,V ,Im .V pp) 'Measurement tolerances NOCT.x 5/(P_),z 10'Y(I,,,V,1.1p,Vwd - INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY D11 NCE WARRANTY- - PERFORMANCE AT LOW IRRADIANCE 0 CELLS PERF w •Maximum yields with excellent low_-light •Reduction of light reflection by 50'50, I W x m _ At least 9//of nominal power during and temperature behaviour. plus long-term corrosion resistance due s=^ a first year.Thereafter max.0.6%degra- dation ¢3 yy _.___ _ s L I M1.twer avAa,a blab vannl.n ... ..,._ - per year. •Certified fully.resistarif'to level 5aalt fog to-high-quality At least 9z%�f nomir al a er aver --- -- a ow •'Sol-Gel roller coating'processing. W= m At leas10 t 83%of nominal power after i 20 - r ENDURING HIGH PERFORMANCE' g ,s z5 years. f N u - -' '-S- - " All data within measurementtolerances. m' m- '� mo ooa e Long _ Hot=S of Protect; Investment seeuri'- f m Full warranties in accordance with the m mo am am mo mo PID Technology',rm Yield SecurityHtp due ttect, EXTENDED WARRANTIEdue it)12-year warranty of ourr spective country. aaam NCE fwhn'1 ty , and T(aceable Quality Tra:Q'M. product warranty and 25 year lined m The typical change in module efficiency at an irradiance of 200 W/m'in relation .. - nav , rtnxs o. a 2 is (relative). •Long-term stability due to VIDE Quality, performance warranty m'•''•� t 1000 W/m2(both t 5'C and AM 1 5G spectrum)' 2%( tve) 2 4 Tested-the strictest test program! - - - - TEMPERATURE COEFFICIENTS(AT 1000 W/M',,25 C,AM 1 5G SPECTRUM) • ��Etts c Temperature f�cient of I _ a [k/Kl - +0,04 Temperature Coefficient of V.._�-.- [%/Kl ,. -0.30 . l:TOP_BRANo w- ` Temperature Coefficient of Pw, [%/K�1° _^ -0.41 NOCT' [*F]�� 113� 4.(45+3'C) 11 h 'SAFE ELECTRONICS V 4 •Protection against short circuits..and. �..,,. 1 FOR 1 0 ' -•`- i Maximum System Voltage Vsss [VT '1000(1 EC)/600(U L) Safety Class thermally induced power losses due to 2014 -- .' Maximum Series Fuse Rating [A DCl 20 Fire Rating C/TYPE 1 - breathable junction box and Welded t - _ Max Load(ULF Ilbs/ft2l 50(2400Pa) Permitted module temperature ^. -�� y 40OFupto+185°F T W Cables. - _ --.�'� 1 n continuous duty _ o _ - - (40°C up to+85°C) Load Rating(11102 [lbs/ft2l ~_ 50(2400 Pa) 2 see installation manualR - 3 - Du7T.. GCHISF 1 ' 1 1 1 Wn 1 wse ,2013UL 1703;VDE Quality Tested;CEcompliant; - - Number of Modules per Pallet - 25w aPmmm ,:IEC 61215(Ed.2);IEC 61730(Ed.1)application class A. Number of Pallets per 53'Comalner .. + 32 THE IDEAL SOLUTION FOR:- 1�.43:587 aMP4., .... v Number of Pallets per 40'Conta - � a' 26 Rooftop arrayson - ` i •� c� / -' .. finer OMPAT D E - O' Pallet Dimensions(L x(N x H) 68.5 in x 44.5 in x 46:0 m - residential buildings "` ev (1740 x 1130 x 1170 min)- .. +-1254l (56 c ,Pallet Weight � 4 ]7.54Ib(569 kg)_:. o - t o w ! NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of N APT test conditions:Cells at-1000V against groundee,with conductive metal toil covered module surface; COM?P� ?his product Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 25-C,168ti n rear for further information. 8001 I o CELLS USA Corp. 1 See data sheet o - _ 8rvine Center Drive,suite 1250,Irvine CA 97.618,USA I TEL a-1 949 748 59 96 I EMAIL q-cells-usa®gcells.com I WEB www.q-cells.us Q CELLS Engineered in Germany OCELLS Engineered in Germany .ra M an ��� i/9L110 IMP OtII MOMS Of./EAItan an CMAIOING 1w OU SIML . SIONTUNI O iOM Datum OF AEt7M AK=I Aft MSM - . TO ME IOC AO NOOSE. MGsAUA STEEL ' r & L1 SAM S7 1!� It I OrNM E�suo�s �2 IR /RlT! 14 LAW PM i1l 6JLL�/. _16 - TYPIC+ EAR �M►�• T1R _ 3 !<-w#Kew*.NUTS I - w _ EA` Mf1►SrERS TYP 3 I AM 2PLA�L1 .NITS - _ K SAL aALX STEEL ' EAL T - a PANEL , an •a S ;1 M 6 AL MUC STE_EL I - � � N asA►. aAuc STEEL Cohn PEKE x COria�]t PIECE - �, �• `i — is S.pa SA.�A1.gC d , VNYL�T1iCit7Es5 - � AoMss 20 a.70SERIES / M � . Tiscrva s OCTAGONAL CORNER >! SERIES 8)0 A &%(g0• ppw _ s 1 ! SEMS 900 A 950 CORNER a o�ow�ER P*jTM .-�Asl AND2 L W'To Rp aF iAw� z TYP COR ER 4 • o orD ®aseoNAt ewrcE Y K sA. SILK STEEL GAL10ANm.E.aEE Is& }PMDIl. SEE SECT. FM �IrroI� Sr^ Itus TYPIcnL A►sALx sn. M_ atwpEts �� ORAL4r'�0�� e. UM o I L EM EM lams �W.YSTEEL #tD!Y11rAs}ERSAT TS' • MINOR VMSIY�L EA. FRIEL, am noM1ILY`31 L� 2=1o'AT SECE7.13/! AND PLANS _ FOIi LOGTIONS • KIO•AT MMTA pppp yy�� N aA. 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BAIY I 7.'tsiALa , ,���+�►LLm ar Llcorlto.p►c oR,►TRArEo TYPICAL .WALL SECTION 1460 TYPICAL yMaj- SIiFFENER Z'O' s' u' ESWE IlrtruAL roots.wc. /R� AT PeFJF7 " ' TIDN FOR 2 y!e PANEL s s , Ci Boys 01 1 — 1, MASTER BEDROOM ❑ � 1 v W GIRLS GUEST BEDROOM BEDROOM —J O 61 EXISTING SECOND FLOOR PLAN W CV SCALE: 1/5" = 1'-011 co m Ln � W A B c W O 54 S 55 H� 1 I I co L� N. 1 I � 1 11 11i IIII I �l WALK-IN BOYS FLAT CEILING BEDROOM cL A 9'-G" CATHEDRAL CEILING c 5 MASTER { — - - O BEDROOM 0 IL Z DN. -- Q O _I 1 � I � z 0. \r � 1, i 3 MASTER GIRLS GU EST BATH ;FLAT CEILING BEDROOM BEDROOM �;- i - - - .. ; ��� ❑ STORAGE 41 - - IG'-1 1/2" SHEET 3 OF 5 N I _ 5'-1" I 9 5nA3 - 1 PROPOSED SECOND FLOOR PLAN - JOB: 1101 SCALE: 1/4" = 1'-011 DRAWN BY: KN PERMIT SET DATE: 8/21/11