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0352 NYE ROAD
gVJ., WA sm oil lt,�q MITI Its el,l J A 14A J16"t'Vl t" Ali- �4 14 till I ,,;$A,*4j, IV" , c V, tIIitll�� JAI 1titAINn 4 III A rit ;T it4A II, 1191 'rl FA% A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #ID ( T J Health Division Date Issued Conservation Division Application Fe kco . Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board I Historic - OKH /?D _ Preservation / Hyannis Project Street Address �-- Village /! � 3 Owner cY�7� Address 35_ n77 Telephone s� yao- y� rn 1 - Permit Requestl/15 & S�kr_ &,Chk Daly-lk 9a /)001'01'� �57� !?/OUSe Cvz/X Gl C P h 'IV /J 27 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed' Total new Zoning District /PG Flood Plain ^L Groundwater Overlay Project Valuation `& 000 Construction Type �i'IS ? cS0l� ���`-S Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0l"- Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes W 1'<oo On Old King's Highway: ❑Yer40 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) -� Number of Baths: Full: existin 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: ❑-tas/Za9 G4- ❑ Electric ❑ Other Central Air: ❑Yes --tMo /replaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existi /Wb near- size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size— Attached garage: U-e� nev__sjze _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑YYes�,/ ❑ No If yes,.site plan review # -�- Current Use i G�z�a�/lfla� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IfIniq � (.DC' Telephone Number m- Address D 1L /X fir: 00z l,o License# CS Lo7�v�3 1t�16tv44- , P21_ 09V Home Improvement Contractor# l6 95'7.. Email Worker's Compensation # C lazwl Doaw ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO l// kl a Ll le - �� bra SIGNATURE DATE At/h-cm FOR OFFICIAL USE ONLY APPLICATION# t t DATE ISSUED 1 ` MAP/PARCEL NO. ADDRESS = VILLAGE �f OWNER DATE OF INSPECTION: 'r FOUNDATION FRAME ' t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL. ' PLUMBING: ROUGH FINAL' a GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:8C4DBD06-7575-417B-83FC-4F64E6EO7796 moo, SolarCity. Y 3055 ClearviewWay,San Mateo,CA 94402 SolarLease T (888)SOL-CITY F(650)560-6460 SOLARCITY.COM , SUMMARY Date: 10/22/2014 Customer Name and Address Customer Name Installation Location Contractor License Joseph Smith 352 Nye Rd MA HIC 168572/EL-1136MR 352 Nye Rd Barnstable, MA 02632 Barnstable, MA 02632 Estimated Solar Energy Production First Year Annual Production: 6,156 kWh Initial Term Total Production: 117,442 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg:Inspection: $0.00 Estimated Price per kWh First Year: $0.1553 Annual Increase: 0.00% First Year Monthly SolarCity Bill: $79.67 Lease Term 20 Years SolarCity's Promises to You: Your Prepayment and Transfer Choices During the • SolarCity will insure,maintain,and repair the System(including the `' Term: inverter)at no additional cost to you as specified in the agreement.- " . If you move,you may transferthis agreement to the purchaser of your • SolarCity will provide 24/7 web-enabled monitoring at no additional Home,as specified in the agreement. cost to you,as specified in the agreement. . If you move,you,may prepay the remaining payments(if any)at a , . SolarCity will provide a money-back production guarantee,as discount. specified in the agreement. c • SolarCity will warranty your roof against leaks and restore your roof Your Choices at the End of the Initial Term: at the end of the agreement as specified in the agreement. • The pricing in this Lease is valid for 30 days after 10/22/2014.'If SolarCity will remove the System at no additional cost to you. you don't sign this Lease and return it to us on or prior to 30 days • You can upgrade to a new System with the latest solar technology after 10/22/2014,SolarCity reserves the right to reject this Lease under a new contract. unless you agree to our then current pricing. You may renew your agreement for up to ten(10)years in two(2) • We are confident that we deliver excellent value and customer five(5)year increments. service.AS A RESULT,YOU ARE FREE TO CANCEL ANYTIME AT NO • Otherwise,the agreement will automatically renew for an additional CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. one(1)year term at 10%less than the then-current average rate charged by your local utility. SolarLease version 6.6.1,October 6th,2014 349361 SAPC/SEFA Compliant Document Generated on 10/22/2014 F DocuSign Envelope ID:8C4DBD06-7575-417B-83FC-4F64E6EO7796 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and acknowledge that I have received a complete copy of this SolarCity will not publicly use or display any images of the System Lease. unless you initial the space below. If you initial the space below,you give SolarCity permission to take pictures of the System as installed on your Home to show to other customers or display on our website. Customer's Name: Joseph Smith I'll ome , �� m ials nocusignea by: L �� }} Signature: . 79ESOE9103F6453... , 23. NOTICE OF RIGHT TO CANCEL Date: 10/22/2014 YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1, Customer's Name: THE ATTACHED NOTICE OF CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. Signature: 24. ADDITIONAL RIGHTS TO CANCEL Date: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23, YOU MAY ALSO CANCEL THIS LEASE AT NO COST .W,� ;;SOIarClty. AT ANY TIME PRIOR TO COMMENCEMENT OF , CONSTRUCTION ON YOUR HOME. SolarLease, 25. Pricing SOLARCITY APPROVED The pricing in this Lease is valid for 30.days after 10/22/2014. If you don't sign this Lease and return it to us on or prior to 30 days after 10/22/2014,SolarCity reserves the right to reject this Lease ,. -�'�`"';� unless you agree to our then current pricing. Signature: lYNDON NOCtN R RIVE, CEO SolarLease W'SoiarCity. Date: 10/22/2014 ❑� yp Solarl-ease version 6.6.1,October 61h,2014 349361 SAPC/SEFA Compliant m •fi I c {•> trirrrrr�r ! �r� �rl r � c ,3r/ • rC:lc�/rj. Office of Consumer Affairs.and.Busini ss Regulation A. = 10 Park Plaza - Suite 5170 a ,y.., .. Boston, Massachused s 02116 M . Home Improv_ement,,Contractor Registration " k Registration: 168572 ., }• Type: Supplement Card } ..{. r � Expiration 3/8/2015 y SOLARCITY CORPORATION CRAIG ELLS x. — 24 ST. MARTIN STREET.BLD 2 .UNIT11 ; ;" w' MARLBOROUGH, MA 01752 T x r Update Address and return card,Mark reason for change. n ]'Address';� Renewal ( Employment .LI LosfCard ,. n • r U � P ;frd/t r/r'k, �+ k� _ 3. ^nice of Consumer Affairs&:Business Regulation License or registration valid for individul use only . •fl.. ' ME IMPROVEMENT CONTRACTOR ra' ,• before the expiration date. If found"return to: Office of Consumer Affairs and Business Regulation L Registration: "168572 r" r T c. + °� Yp ,l0 Park Plaza-Suite 5170 , Expiration: .302015 -Supplementt:ard Boston,MA'�02116 . , a g' SOLARCITY CORPORATION CRAIG ELLS ' w. 24 ST MARTIN STREET BLD 2UNf RAAE!tLBOROUGH,MA 01752 - : . Undersecretary �' = Not v lid without signature r' "nassaGhusctts £ �a Fep:rrlrrrenf cal Pr�bile S�tQt 3 'Baard:tri Bur}ding RogUia,�00s and 5,tJ163rds • ` ti�t� i€'9rrss �i�fiit P ,ru - f �� ens C 7663 z � ' CRAIG ELLS �,+ `� • t '« 611 ER STRI4ET`, Keene AYH 03431 e, , '� •-, w t _ & p^'� �I • i i'fi, '�` MRl y�.l�.7li,/�� i i' � c 061291201i w, I �N - . t � r ,q _ ZG �i C� I'•� %r Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite .5170 Boston, Massachusetts 02IJ6 Home Improvement Contractor Registration Registration: 168572 Type:. Supplement Card Expiration: 3/8/2015 SOLAR CITY CORPORATION - WAYNE EUBANK -- 24 ST. MARTIN STREET BLD 2 UNIT 11 r -- -- - MARLBOROUGH, MA 01752 wUpdate Address and return card.Mark reason for change. SCA1 Ca 20M-05111 C Address 0 Renewal Fj Employment n Lost Card ... .....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 .Registration: 168572 Type: 10'Park Plaza-Suite 5170 - Expiration: 3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UNl �— IGIAALBOROUGH,MA 01752 Undersecretary N valid without signature _ t The Commonwealth of Massachusetts Department of Industrial Accidents r Office oflnvestigations I Congress Street,Suite 100 Boston,MA 02114-2017 4 �d www.massgov/dia y Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print.Legibly ` Name(Business/Organization/Individual): SolarCity Corporation i Address:3055 Clearview Way ` City/State/Zip:San Mateo,CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: YType of project(required): 1. I am a employer with 7000 4. Q I am a general contractor andT 6 New construction employees (full and/or part-time):* ` have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. M Demolition and have workers' employees workin .for me in an capacity. . addition g Y P tY 9.. ❑Building add o [No workers' comp.insurance comp. insurance.t re aired. 5. We are a corporation and its l0.❑Electrical repairs or additions q ] officers have exercised their I I. Plumbing repairs or additions ' 3:❑ 1 am a homeowner doing all work �. g p myself. [No workers' comp: right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4),and we have no, Solar Panels } employees. [No workers' 13.0 Other i comp. insurance required.] Any applicant that checks box 91 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. I am an employer that is providing workers'compensation insurance for my employee& Below is the policy and job site information- Insurance Mutual Insurance Company'. t. Insurance Company Name: � _ Policy#or Self-ins.Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: City/State/Zip:_ ? 30� 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 ofMGL c. 152 can lead to the imposition of criminal penalties of a - fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties.in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be.advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I'do hereby.certify under the pains and penalties of perjury that the information provided above is true and correct t Si j y/Zja Date: 7818167489 Phone#• • i 'D� r -.cial use only. Do not write in this area;�to be completed by city or town official. . •: '- City,or Town: Permit/Umnse# Issuing Authority.(circle one): 1:Board of Health 2:Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector . 6.Other ;: .. 5 Contact Person: Phone#c 4 w w ( ACC CERTIFICATE OF LIABILITY INSURANCE °"TE(MIWDDNYYY) I ik.. / 08012014 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 AMENDi EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 PAN o FNC No)- CALIFORNIA LICENSE N0.0437153 MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSU S AFFORDING COVERAGE _ NAIC9 998301-STND-GAWUE-14-15 INSURERA:Liberty Mutual Fire Insurance Company 16586 INSURED INSURER B:UbeRy Insurance Corporation 42404 Ph(650)963-5100 SolarCtyCorporation INSURERC:NIA NIA 3055 Clearview Way San Mateo,CA 94402 rrosuRER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 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. a LTRR TYPE OF INSURANCE SR ADDL SUB POLICY NUMBER MIWp Y EFF MPNW Y EXP LIMITS A GENERAL LUMLfrY TB2-061-056265.014 109/0112014 09101015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED__PREMISES Ea occurrence $ 10D,000 CLAIMS-MADE a OCCUR MI ED EXP(Arty dne person) $ 10,000 PERSONAL&ADV INJURY $ -----1,000,000 GENERAL AGGREGATE $ 2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000.000 X LOC Deducble 25,000POLICY X PRO A AUTOMOBILE LIABILITY AS2-661-M65-044 09/01/1014 09/01/2015 COMBINED SINGLE LIMIT 1 Ea accident) .----_-..__.. .. ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ X Phys.Damage COMP/COLL DED: $ $1,0001$1,000 UMBRELLA UAR OCCUR .EACH OCCURRENCE $ EXCESS UAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-%D-0662%-W4 09 112014 09/0112015 X I WC STATU- I OTH- AND EMPLOYERS LIABILITYTORY LIMITS ER B Y! WC7$61-066254(VI)ANY PROPRIETORIPARTNERIEXECUTIVE 1,000,000 E.L.EACH ACCIDENT $ O andato y In NH)EXCLUDED'.) N MIA 1,000,000 B (Mandatory m NH) �'WC DEDUCTIBLE:$350,000' EL DISEASE-EA EMPLOYEE $ H yes,desaibe untler r• DESCRIPTION OF OPERATIONS below I EL.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(Attach ACORD 101,Addleonal Remarks Schedule,H more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION 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. 7 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services t Charles Marmolejo �2--- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Version#39.5 % ' ,SolarCit t %%k OF AI ' 3055 Clearview Way,San Mateo, CA 94402 - �� + YQO 1N (888)-SOL-CITY (765-2489) i www.solarcity.com O J y K , October 29, 2014 y No.4 7 Project/Job# 026607 RE: CERTIFICATION LETTER OlVA1. Project: Smith Residence r Digitally s OO din Kim 352 Nye Rd Date:20 4.10.29 19:24:20 i Barnstable,MA 02632 07'00' ; To Whom It May Concern, s, 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 Y -Ground Snow Load = 30 psf -MPi: Roof DL= 12.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL 21 psf(PV Areas) -MP2: Roof DL=8 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof'LL/SL= 21 psf.(PV Areas) Note: 'Per IBC 1613.1; Seismic_ check is not required because Ss 0.19069 <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, ,; 3 Yoo]in Kim,P.E. +.. Professional Engineer - - t. t. � - • Main:`888.765.2489;x5743 ` email: ykim@solarcity.com w 3055 Clearview Way San Mateo,rCA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZFloc2a377t.GnG54BBeB7a1,.t:pCc'8Q41 tcOB322,7s; ,. . 1 6+.IO 77'101486,.OG HS 1101488,,F11.OT.29770.MA HIP 108�2;M0,Mf11Cr 42©p48i NJ.13v110a liip8t)0;,.s+, ` •ORCOB 180496.PA 077343,'IX`MA 27008,WAGCL,i,SOCAgC'Q t007.'1?2D135oiprCfty,Ail dthle rosalVeq. 10.29.2014 ' I ' TM O a � 't SleekMount PV System Version #39.5 SStructural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Smith Residence AHJ: Barnstable Job Number: 026607 Building Code: MA Res. Code, 8th Edition Customer Name: Smith,Joseph Based On: IRC 2009/IBC 2009 Address: 352 Nye Rd ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/ Longitude: 41.665774 -70,375620 Stamp Req'd? Yes SC Office: South Shore PV Designer: Regina Taurino Calculations: Ran Atwell EOR: Yoo]in Kim 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 = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP 10 k a G e. assGIS, Commonwealth of-Massachusetts EO A, USDA Farm Service Agenc;' 352 Nye Rd, Barnstable, MA 02632 Latitude: 41.665774, Longitude: -70.37562, Exposure Category: C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware'Assembl Wei Fit s . .0.5` sf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPl Roofin Tg_.yp e� � - ,. Comp Roof Re-Roof to 1 Layer of Comp? No Underlayment �_- -. Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board eat Sheathing . ` d'� _ None -- - Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling 'Yes =I .7 psf Miscellaneous Miscellaneous Items 1.0 psf Total Roof Dead Load 12.5 psf MPi 12.5 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' Roof Slope 7/12 Tributary ayk „ .;Area Reduction ' � R _ � 1 Section 4 9 Sloped Roof Reduction Rz 0.875 Section 4.9 Reduced Roof Live Load Lr 4=Lo(Rr)-(Rz) 17Equation 4-2 Reduced Roof Live Load Lr 17.5 psf MPi 17.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load _p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes „. I Effective Roof Slope 280 Honz_ Distance fromEv_e to Ridge °_ W 17.5 ft. Snow Importance Factor IS + 1.0 Table 1.5-2 MH Pa - Exposed . Snow Exposure Factor P rtially p e Table 7-2 1.0 ,_. Snow Thermal Factor m All structures except i 0 s indicated otherwise = Table 7-3 Minimum,Flat RoofSnow Load(w/ 'tilt 21 Rain on-Snow,Sur4h_4_r) pf min0 psf°' pf= 0.7(Ce)(�(I) Pg; pf pf-min Eq: 7.3 1 Flat Roof Snow Load Pf 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding - All Other Surfaces Roof _ Cs f00f 1.0 Figure 7-2 Design Roof Snow Load Over PS_,°Of= (CS-.f)Pf ASCE Eq: 7.4-1 SurroundingRoof PS 1°Of 21.0 Psf 70% ASCE Design,Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS_PV r Figur"e 7-2 1'.0 Design Snow Load Over PV PS-PV_ (CS_p„)Pf ASCE Eq:7.4-1 Modules PS-PV 21.0 psf 70% COMPANY PROJECT Woodworks® SOMVARE FOR WOOD DESIGN Oct. 29, 2014 17:23 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start . End DL Dead Full Area No 12.50 (16.0) * psf PV-DL Dead Full Area No 3.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 1T-9.5" 0' 0'-8" 164" Unfactored• Dead 188 173 Snow 224 206 Factored: Total 413 378 Bearing: F'theta 727 727 Capacity Joist 954 545 Supports 586 586 Anal/Des Joist 0.43 0.69 Support 0.70 0.65 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 625 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 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: 17'-9.5"; Pitch: 6.5/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 42 Fv' = 207 fv/Fv' = 0.21 Bending(+) fb = 1259 Fb' 1428 fb/Fb' 0.88 Bending(-) fb = 10 Fb' = 668 fb/Fb' = 0.02 Live Defl'n 0.49 = L/405 0.83 = L/240 , 0.59 Total Defl'n 1.11 = L/179 1.11 = L/180 1.00 Additional Data: FACTORS: F/E(psi)CD CM Ct XL 'CF Cfu Cr Cfrt Ci` .~. ' Cn 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 - 2 , Fb' - 900 1.15 1.00 1.00 0.467 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 = 333; V design = 308 lbs Bending(+) : LC #2 = D+S, M = 1379 lbs-ft w Bending(-) : LC #2 = D+S, M = 11 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 = 76e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (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. WoodWorks 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. I [C_ALCULATION.OF DESIGN WIND LOADS. MPi Mounting Plane Information Roofing Material Comp Roof PV S stem T p 7 �� *s,'�SolarCity__Slee_k_Mo_untT" Y ___.Y_p__ ' Spanning Vents No Standoff Attachment Hardware _ _ . � _ .::=Corn'Mount T g e C c jt. Roof Slope 280 Framing Type Direction Y-Y Rafters Purlin S acin X-X Purlins Onl .w Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only " �H . NA ' Standing Seam 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 T�110 moh T Fig. 6-1 Exposure Category_ C -_Section 6.5.6.3,µ Roof Style Gable Roof Fig.6-11B/C/D-14A/_B Mean Roof Height h 15 ft Section 6.22 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 __ , Section 6.5.7 Wind Directionality Factor _Kd 0.85 Table 6-4 r Importance Facto I 1.0 -� Table 6-1. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Wh x �:. ,._:F "n",:0.88 ' Fig.6-11B/C/D-14A/B Design Wind Pressure P p =qh(GC ) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscapes 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area_— T_rib 17 sf_ PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Sta_ndoff_= __ Tactual, 338,lbs ----- — - --- Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 67.7% X-Direction Y-Direction Max Allowable Standoff Spacing ' Portrait 48" 64" Max Allowable Cantilever Portrait 19.1NA Standoff Configuration Portrait Staggered Max Standoff_Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind_Uplift at Standoff Tactual _ -423 Ibs --— Uplift Capacity of Standoff T-allow 500 Ibs Standoff•Demand/Capacity DCR 1 7-2 8'4.70 I � = LOAD ITEMIZATION MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s • PV System Weight s 3.0 psf Roof Dead Load Material Load. Roof Category Description MP2 Roofing Type :. _: , _ - ,>ll., . Comp_Roof -. (1 Layers) 2.5Jpsf Re-Roof to 1 Layer of Comp? No Underlayment_ `''` Roofing Paper 0.5.psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 w @ 16 in: O.C. 2.3 psf Vaulted Ceiling r Miscellaneous Miscellaneous Item 1.2 sf M Total Roof Dead Load 8 psf MP2 8.0 sf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L° 20.0 psf Table 4-1 2,, Member.�Tnbutary,Area' � .� _ � .�,P,. At ., :°�' ., �'"� 7 .— �sf � ���, Roof Slope 7/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.875 _ Section 4.9 Reduced'Roof Live LoadLr ``' _ (R (Rz) =a W 7 a4 ) x E uatan'4-2 Reduced Roof Live Load Lr 17.5 psf MP2 17.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes ` Effective Roof Slope 280 I Horiz Distance from Ev_e to,Rid e _ W ?i,' • 12 7 ft.= e «xs°s "" : . Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor ,;, Ce Partially Exposed 1 0 Table 7-2 �a All structures except as indicated otherwise Snow Thermal Factor Ct , 1.0 Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 21.0 psf 7.3.4&7.10 Rain-onSnow Surcharge) Pry 0.7(Ce) (Cf)(I)Pg; pf? pf-min Eq: 7.3-1 .. Flat Roof Snow Load Pf 21.0 psf. 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 1 0 Figure 7-2 Design Roof Snow Load Over PS-.°of= (CS-Wof)Pf ASCE Eq:7.4-1 SurroundingRoof PS fOOf 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces 1.0 Fig ure.7-2 Design Snow Load Over PV PS_ „= (CS_P„)Pf ASCE Eq: 7.4-1 Modules PS-PV 21.0 Psf 70% COMPANY PROJECT WoodWork,s SOFTWARE FOR WOOD OESGN Oct. 29, 2014 17:24 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0) * psf PV-DL Dead Full Area No 3.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * sf *Tributary Width (in) , Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 0' 0'-7" Unfactored: Dead 99 89 Snow 166 150 Factored: Total 265 239 Bearing: F'theta 504 504 Capacity Joist 662 378 Supports 586 586 Anal/Des Joist 0.40 0.63 Support 0.45 0.41 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 625 1 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP2 Lumber-soft, S-P-F, No.1/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: 13'-1.7"; Pitch: 6.5/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); 1 "•. WOodWorks® Slzer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 26 Fv' = 155 fv/Fv' = 0.17 Bending(+) fb = 577 Fb' = 1389 fb/Fb' = 0.42 Bending(-) fb = 7 Fb' = 772 fb/Fb' = 0.01 Live Defl'n 0.16 = L/923 0.81 = L/180 0.19 Total Defl'n 0.30 = L/488 1 1.21 = L/120 0.25 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr , ' Cfrt , Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+. 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 . 1.00 1.00.,E - 2 Fb' - 875 1.15 . 1.00 1.00 0.556 1.200 j.00 ; 1.15 1.00f 1.00 -71' 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00`• - 4 , CRITICAL LOAD COMBINATIONS: ` Shear LC #2 = D+S, V = 210, V design = 189 lbs Bending(+) : LC #2 = D+S, M = 632 lbs-ft Bending(-) : LC #2 = D+S, M = 8 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 67e06 lb-in2, "Live" deflection Deflection 'from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (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. WoodWorks 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. J 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. a 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. „ r 1, r (CALCULATION_OF DESIGN;WIND LOADS—MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type -' SolarCity SleekMountT" � Spanning Vents No Standoff Attachment Hardware Comp MognLLMe C a — - Roof Slope 280 Rafter Spacing _ 16"O.C. o_ Framin T e Direction Y-Y Rafters n Purlin Spacing X X- P_gHins Only_ = NAE .x <_-r _ Tile Reveal Tile Roofs Only NA Tile Attachment System__. Tile Roofs Only_ . NA � -- ----- _— _ - -- Standin Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Metfiod f_ -;'_ _ _ Partially/ lly_Enclosed Method 6 Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category ,Section 6.5.6.3_ Roof Style Gable Roof Fig 6-11B/C/D-14A/B —.� - Mean Roof Height h 15 ft_ Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor,n'., Krt ° g; 100 .a Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 �� Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ,,,, Y` 0.88 =v`> x "'`" Fig"6=11B/C/Q-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS a X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_ _ _Landscape_ _ 24" --�--- --NA_ oConi uation Landscape StaStand eyed Max Standoff Tributary Area ° _ `°` Trib _ n 17 sf "' _ ' ' — -- - PV Assembly Dead Load W-PV 3 psf _ Net Wind Uplift StandoffT_actual -338,Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR; 67.7% ''' 4rt °s4 X-Direction Y-Direction Max Allowable Standoff Spacings Portrait 48" 64" �# Max Allowable Cantilever Portrait 19" NA Standoff Confi bration Portrait Staggered Max Standoff Triibu_tary Area rib `` 21 sf PV Assembly Dead Load. W-PV 3 psf _ Net Wind Uplift at Standoff T-actual a -423 Ibs - �,. _ . Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 84.7%` I c Town of Barnstable *Permit O� Expires 6 mont from issue date Regulatory Services Fee snitrtsr � �'� y A Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner �� l 200 Main Street,Hyannis,MA 02601 � www.town.bamstable.ma.us Offie, ;p50 2� 038 Fax: 508-790-6230 (0 ` EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number /7d hlzLeoll Property Address /U /?jj '���j�L Q 0 [Residential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �Q f /l�/ c/MI�-# Copl;actor's Name 4*'0h/ #,(m ' r Nlillt1GIft14 _-AV9i Telephone Number j 0 a# f c!_'flI/ tJ/ei 10a-74f0 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) C f 0 4`Y`17 BJorkman's Compensation Insurance Check one: 2/1have ❑ I am a sole proprietor am the Homeowner Workev s Compensation Insurance QJdoc��trd at�f�.� 11YVi1W4y`,d 601 -Insurance Company Name_ 9ti y Workman's Comp.Policy# W C, C S'0/0 IY 70/L j Z Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors [Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows 7 *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. copy of the Hompfinprovement Contractors License&Construction Supervisors License is required. SIGNATURE: y j-/0,5A C:\Users\decollik\A ata\Local\Microsoft\Windows\Temporary Intemet Files\Content.outlook\DDV87AAZ\EXPRESS.doc Revised 072110 _:. Page 7 of 7 Capizzi Home Improvement Inc. ' Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR,A BUILDING PERMIT r � (-7 OWN THE PROPERTY LOCATED AT IN C ,A\ C� ,MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT- IN ACCORDANCE WITH-780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. - I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PE T IN ACCORDANCE WITH 780 CMR,THE MASSACHUSETTS STATE BUILDING SIGNATURE OF OWNER: OWNER'S ADDRESS:: OWNER'S TELEPHONE: LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S AD 1645 Newtown Rd." Cotuit, MA*02635 APPLICANT'S TELEPHONE: 508-428-9518: -� - RESPONSIBLE;OFFICER: - RESPONSIBLE OFFICERADDRESS: RESPONSIBLE OFFICER TELEPHONE: PUL -' Board of 8WWljrV Regulsfions and Sty a JOKN T MO, 18 A IYEN Avx imrds Rair lNufQ2 Na Y a sa r 061/812014 E -'"-• Vince t#s t.:ousumsr,�atrs�ssusinass xe. at�arn '. LlChuSC Ur mgut xt ua Yasuo our tuaurtuut arc usur OME UAPROVEMENT-CON7RACTOR bobie the erpim on date. If fowl tEtUrII.titf'.' Regfstrafi�;n� (3ffice.of Conmmer Again and busiuess.I�eg�c�atio Type l0 Parkia, -Suiie 517tI SupplOent Card Boston,Kk 02116 GApI2t HC3�AE� a , JOHN STRUMS COW%PM Q1fi35 H•.}: t - Ullderumt2r9 Not v d wi. ou#sigaatnre CAPIHOM-01 CBENISCH ACORU° CERTIFICATE OF LIABILITY INSURANCE � UAT 612/2/12/2D/Y013 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 NAME, Chris Benisch Rogers&Gray Ins.-Dennis Branch PHONE FAx M Rte 134 IA/C.No.Extl:(608)398-7980 ., ��:(877)816-2156 South Dennis,MA 02660 E-MAILS,cbenisch@rogemgray.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Main Street America Assurance Co. INSURED - INSURER B:Associated Employers Insurance Co. Capiai Home Improvement,Inc. INSURER C: Capiai Enterprises,Inc. 1645 Newtown Road INSURER D Cotuit,MA 02635 INSURER E: INSURER F: - - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED'HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP -LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MMIDDIYYYY) GENERAL LIABILITY - EACH OCCURRENCE - $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY MPB1075H 6/812013 6/8/2014 �� 0-�M_ - PREMISES Ea acanence $ 500,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&.ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY JET LOC - $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT - - Ea accident $ A ANY AUTO M1 M28044 6/8/2013 6/8/2014 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Peraoddent) $ 600 000 AUTOS AUTOS , X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS PER ACCIDE $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR HCLAIMS-MADE CUB1076H 6/8/2013 6/8/2014 AGGREGATE $ DED I X I RETENTIONS 10,000 $ 5,000,000 WORKERS COMPENSATION WC STATU- X OTH- AND EMPLOYERS'LIABILITYTORY LIMITSI ER ' B ANY PROPRIETOR/PARTNERIEXECUTIVE YIN N CC5010547012012 12/25/2012 12125/2013 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? - N/A - (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 0 yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN . 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 - AUTHORIZED REPRESENTATIVE - ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Office oflnvesdgations _ - I Congress Street,Suite I00 - Boston,MA 02114-2017 www.mass gov/dia workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information PIease Print Lr e 'bIv Name(Business/Organization/Individual):Capizzi Home Improvement Address:1645 Newtown Road City/State/Zip:Cotuit, MA-02648 Phone#:508-428-9518 . Are you an employer?Check the appropriate box_ : p y 40+ .4. [] I am a general contractor and I Type of project(required): 1.�✓ lam a em to er with 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' No workers' comp.insurance comp.insurance.$ 9. 0 Building addition required.] 5. 0 We are a corporation and its IQ.El Electrical repairs.or additions 3.0 I am,a homeowner doing all-work officers have exercised their 11.[l Plumbing repairs or additions myself. [No workers' clomp. right of exemption per MGL 12.❑Roof repairs. insurance required.]fi c. 152, §1(4), and we have no employees: [No workers' 13.2Other ee xwr, comp.insurance required.] UI hi *Any apr4cant that cheak5 box#1 must also fill out the section below shoeing their workers'compensation policy inf0,n ti0M f llomeowaers wl� submit this affidavit indicating they are doing all work.W then hire outside contractors must submea new affidavit indicating such. :Contractors that check this box must attached an additional sheet showinathe name of the sub-contractors and rate whether or got those entities have ernploy'ees. If the sub-eontractors 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 iMformatiom Insurance Company Name:Associated Employers Insurance Company Policy#or Self-ins.Lic:#:WCC5010 547012011 " Expiration.Date:'12/25/201g Job Site Address: 30 N y-e go 01 e 47tr����1e'�d City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). F41ure.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 up10$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains ains and penalties of g st the information provided above i'true and correct Si afore: Date: 4 Bf 219� Phone#:508#28-951$ Official use only. Do not write in this area,to be completed by city or town official City Town: Permit/License# Tssuing Authority(circle one): Y:Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PlumbiEInspecto 6.Other Contact Person: Phone#: v w --- BUILDER INFORMATION Address---q`6 License# f Home Improvement Contractor# ALL CONSTRUCTION DEBRIS RE�/ULTING FROM THIS PROJECT WILL BE TAKEN TO L / J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 89 Parcel 0/ `r'oo TOWN r, F gA# gSTp,g Permit# �6 o C) LE Health Division 314144 0 Date Issued — — [ toConservation Division ' 3 ' PM(: 5 application F Tax Collector Permit Fee //V�o. (O SYSTEM MUSTBE Treasurer D11/1510N INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address ��J�d /V ye- Aad Village 1 eea&cw&e-- Owner h h e C S91 7h' Address � AlWe /Gb2b.�7 Telephone U. Permit Request 6n51^1aC77dAI 09 �0 1411 XI6" 4dq11fi0, Square feet: 1 st floor: existing proposed/3 2nd floor: existing proposed 9so2 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation . �° l00 Construction Type hlOyy j!�AwJ Lot Size 5 f-CIZ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ( Two Family ❑ Multi-Family(#units) Age of Existing Structure c2 5 vRs M) Historic House: ❑Yes �o On Old King's Highway: ❑Yes Basement Type: bull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing /JO C f A90 Half: existing new Number of Bedrooms: existing /`0 C_/IPAG' vim Total Room Count(not including baths): existing new / First Floor Room Count' /uecJ \Heat Tie and Fuel ❑Gas Oil ❑ Electric ❑Other YP 'NCentral Air: ❑Yes 2 o Fireplaces: Existing ` New Existing wood/coal stove: ❑Yes 2'No Detached garage:❑existing ❑new size/,'/�Igr Pool:❑existing ❑new size Barn:❑existing ❑new size 46-- Attached garage:@1 existing ❑new size d Shed:❑existing Cl new size Other: Zoning Board of Appeals Au thorization ❑ Appeal# Recorded❑ Commercial ❑Yes o If yes,site plan review# . Currentvse==�� �crr — Proposed Use - BUILDER INFORMATION Name_ kh-gs SrPNe 605TmM A)(")E7�S�MC'. Telephone Number Address U<5' �Jexr M& l &-R65-r License# 1`�UA.nh iS, /�f69L d/ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY 4 _ PERWT NO. DATE ISSUED 3� MAP/PARCEL NO. 1 ADDRESS µ VILLAGE OWNER CIO' i DATE OF INSPECTION: r. } FOUNDATION FRAME �11lJol CK) ���®°f '�D _I INSULATION R) �! FIREPLACE ! -'� ELECTRICAL:' ROUGH FINAL 149 PLUMBING: ._ ROG. s FINAL GAS: RIG : FINAL ® 1- FINAL BUILDING P) ; M v- % � m � o- 0o � DATE'CLOSED OUT < m '. i a < � ASSOCIATION PLAN N .� II RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 { Alterations/Renovations $25.09' " Building Pen-nit Amendment $25.00 r FEE VALUE WORKSHEET NEW LIVING SPACE / of e2 square feet x$96/sq.foot= I)I,yoy� x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) NIA square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96%sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= N J� (number) i Deck / x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving A)I fr $150.00 (plus above if applicable) / Permit Fee projcost r - _ The Comti?�in1 earth of Mjassachuseits . - department of IndustriatAccidents` ��' . 6da Washington _ Boston,Mass. . 02111 ~v+ �Yorlters'.Com ensation.Siisnrance Affidavit-General Businesses ' Dame: i `� /. O • (� state•• zi ho e# _ _. . . . -._.. . ci work site locatiosi full address : ' Restaurant/Bar/Eating ' ablishment []Retail[�• E] I am..a sole proprietor•and have no one $psiness'Iyp e; ❑ O�iCe Sales(mclnding Rt;al Estate,Antos etc.)' vc!orking in any capacity (]I am an em to er with • etn'lo'ees full&' art ❑Other �////�%%////%//////���//y�%/�%%///�////y/%%�%%%%//////%�//%%///////////%%%% • on this job.. Workers' cbmvensation for my emFloyees worls?zng 9 I am an� Jployer,providing `;.. `'`;• .:' , ' .:: r.,; y '•' . .. n ,r F .t 1 ; f .• ,yr: •Yf\r'- e;l.�'h:.;r:j:.L: •+3' •'"': `':. -t 'r. ,ti. ti t•', ;tr`�5...:T•i•f. a`i •.s.: tr•�• ;r•�.'.:7' t. .,,,';'•A51' r„ :�i.' ..;. ; '+•t,: :• fi tt� ('. 1• :�' .. + .•,. .. {. .5• tri;�r. tJr{',;,.T-t .s. ,Y:•r�:i ,'ir �:1:::,f'•, eSltBt Gt; y. ,t.'' .., r j�;. .;.1:+�• r,' t r CO771 9II Cr r'•��+:2 �: �I': !t a +{L.; •i'S' :i, r +t r' a jti v. 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O11C.'.�� .,r.�>:S.•� c'.:' ;!. r.. r 7.. :.• .:r. .1 1„t ��• �• '' G:d�.4 ..I� ''li•1:S u.,.k:'r.. .r '�"': ��/ T- I ama sole proprietor and•have hired the independent contractors listed below•who have the following workers' compensation polices: '• li�'' IF •r•ii:•'!h: y� ' li' 4:1 '- •'1'�.:.J�•'1'�•tCr>•' 1 .: . .�..':•i: P.•r�'•rc-•:3••Yi•.r••'•i.ly'�e'A:}' .. Com ��liW,t���' %t►�i(t ''r'.r-', 1�� : ••t' ��•'. :�i�• .�vt.: '•' .�{t 1 t .CA'D•i. {.f t rr• •.i • '• 1'- rr•. .r"'� ,. 8(jdre`S'31.' ,.y 'l '''rrrfa'�' ' bi '• t -rrt ,r• t•(�~r' f.Y:'e: ' •1 �'.• r ts•'•.'i':r> '�': qL t •t. ''• `tibine^f:. ''- :1. ": �• t .1 i 1 'r i tr,t yw.yl l.d;; .r :?+r:,:. ;!ti{�1 'i'ri.:i:�'li t T„�'+. .r, •'r�. .;}'r.• ''7:'u :_. ... ,•.�'.' :� ':� ,: a 1 •''• '. ._ r l5'• '•p•s 1,r,,4'' ;T r. :^'i.;�, ;'Y.;• ,e .•r; t' .na:• ) ,.," 1r', i• t t' ..ri''•• .3 r '�`f. i t r;. l`{P Co. t e.r 1 +'• t'}' t r j fil'suI°an • :,.=ltl:`t:• :F,.lr fi :::.'r : . / + �•. �'1 ;+ i'r:' .:'tY.••' in'.li ,� t.{': •i ;r r.' ::At•.i.'4 ••C1 7 tt:rl.�r.t' �iP}�•: ;..•�� , , r,iS.;cti•j•J: 1::.• •(:' •�i•• ::'• � '' r•t.•.i,'„,;'ir 1•r •,N r .:�t l�:M:i'. L, .r y:,k �'�r:'•.r:. + r`i•:• "b''7•t' -,•• .•'•v• 't t,rr,•1::i Yr•ta..:i„i�1, •� ',t ,+'J'�2r•yr {: .a..y". •�• COIII an. a3dress� • .r + �. f;, . ` .: ,•: r ;:'; ''.�'r'• ', t'LL 4r�i'' ' n •4 •. .rp.. .H. "i;i.:°' � -, 'r�, .':'.t�;l�r5}• .:.'i1i•1 .,•` 'S't, .� :'t:•:•.t, i .,l'. 1' 'r' �'' ' '�� ',' •n-,�i •1•, t ir.• .:';�,� ;.•r�S•r,t: ;r;`�:,. ;;•..'ti„t::;1•i'';j�:; r .i, CI 5.. •�,r' ,' ..J:r- t�fi•.� ','{'G'•Y.:rvt'`•".;�<7•,ir'•5�f• e)l•�:,i .�a,:3a: d' .'.ii'• '•:,:�..y. r: �r• t'.�.+ ,. . • •. •:i'ty, ;i.-�i•••:': t;i•.::• .: ... ti r }: .:tt t ,t,':.t 'a!;• '•` .i'i l"5�:7ttirt.: :r,:? .rtf' ,-i•j i••. 'r,•rj",•.., •r ':. 'r<`1.;-`'-ti., e.::• .,Y�:.r. :.•"tV';tti:r:.i'+t°'': iti.'.Sb.S�.S•_t.>." D11Cr :fte{ :r�'a''' {.. .:� a•' "' ��� Fallure to secure coverage as required under Section Z5A of MGL 152 can lead to the imposition of crimfnal penattia+of a fine up to$1,500.00 andlor one years'imprisonment as well as civllpenalties the fill m of a 6TOP WORK O�DFiR and a fino of�100.00 a day against mer T understand that�t copy of this statement maybe forwarded to the Office of Investiga ons of the DIAfor coverage verification I do hereby certify r the pa• s d pe t' 'Peury that the inf orm atiox provided above is frue a d come Date � �� • Sigi3.atu�re ,5 � hone# Print name ofricw we only do not write in this area to be completed by city or Town oflicW permit/license# ❑Building Department city or town: ❑Licensing Board ❑selectmen's Office 13 checkif immediate response is required ❑Health Department , phone#; 00ther contact person: (sevited Sept 2003) e - Information and Instructions. Massachusetts General.L'aws`c�apter 152 section 25 xequires all employers to rovid orkers' compensation fir their.. loyees: A.s quoted* om the lg4V/, an employee is.defined as every person the ervice o�another under any contract of hire;express or k oral or written. employ,,, defined as individual,Partnership, association, corporation o er legal entity, 6r any,two or rngre of the foregoing engaged-in a'jo t enferprise, and including the legal iepresentativ of a deceased,employer, or the-receiver or trustee of an individual,pale lnp,association or other legal entity, employing loyees. 'Howevei.the owner of a clwelag house l ay-ing not'inore an three apartments and-who resides therein, the occupant of the:dwelling•house bf another who ezx�lbyspersb�to c1 maintenance, construction or repair work o such dwelling house:6r on the grounds or building Appurtenant thereto shall n because of such:employment.be deemed' be ari employerr'. ' MGL chapter.I52 section 25 also-siate fhat'every state-or lbcal licensingg-a eney shall vrithhold the Issuance dr renewaI of a license or permit to operate a bus ess or to construct buildings in e.6nunonwealth for any applicant who has not produced acceptable*61aence•of co lian6e with the insurance v rage reiluilrecl: Additionally;neither'the coixanonwealth nor.any.of its political sub ' 'ons shall enter into y co act for the performance of public work untii acceptable evidence of compliance with t�e' urance rbquirem of ' chapter have-been presented to the contracting authority: Applicants Please {he yyorkers''eo ensatitar a€fidavit cOmP, a by checking the box that applies to your sitiiatian.• Please supply company name, address and phone numbers a10 wi certificate of insurance as all affidavits maybe subrr tted to the Department•of Industrial Accidents-for co�nfinna. on of' ante coverage. Alsobe sure to sign and date the affidavit. The affidavit should be returned to the city or town that a application for the permit or license is being requested, not the Department of`ludustrial p, id Should you a any questions regarding the'"law"or if you aze equired to obtain a tivorkers.'.compensatimppli please call the Dep at the number listerd.below. r :. City or Towns . Please be sure that the affidavit' bmplete andprinted legibly. The Department has provided a space at the Bottom of the affiiiavit for you to fill out' �event the Office of Investigations has to contact yo regarding fhe applicant Please tens a number which will be used as a reference number. e.affidavits maybe xeturned to be sure to fillin the perrni I . . . . -._ . theNpartmentby.ma.il;.&FAX. nlcss othe'r'arrangementshavebeenmade•' ' ations would h7ce to thank y'ou in advance for you cooperation and should you have"'any questions, The Office of Iuvestig , please do nothesitate to give us a'Qa1L--- The Deparfinent's address,telephone and fax number. . r The Commonwealth Of Massachusetts- Department.of Industrial Acdclents office of ii"9114ons 600 Washington Street Boston,Ma. 02111 i fax#: (617)727-7749 .rr_ ii{rn rvn.r. 'AAC r oFTHE, Town of Barnstable Regulatory Services BARNSTABLE : Thomas F.Geiler,Director y MASS. 1639• ,m Building Division �ArFD MAr 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: 11 ' I Z`Q q r� l R JOB LOCATION: 3�a number Q street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: L Sod /Uue _ city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-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 inspe ion pros dures and, equire ents d that he/she will comply with said procedures and requireme G Signal re f Homeo er 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:forms:homeexempt r' �HEr Town of Barnstable o� Regulatory Services sxss ,$ Thomas F.Geiler,Director 9 1639• Building Division �pIFD Mpy� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,moderniza io occu ied ion, improvement,removal,demolition,or construction of an addition to any pre-existing owrP p biding 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. Estimated Cost Type of Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied Mwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR O FYNLERMIME R DEALING WITH RO IMTROVEMENT WOR DGO NOTMOE CONTRACTORS FOR APPLICAB ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for permit as the agent Of the owner: Contractor Name Registtationl�Io. Date Owners Name rsa CWX Appaiix J Ttbla?5.11b(caatlaued) with FouE Fueii gnyCriphye PaeScigd for 06=d Two-Faiuily A�sideatial Hraitdiagi Sated MIlY1MUht Hcaung/Cooling MAXtMTim Will Floor BueVIP1 S� C1lsartg Glaring CaiItng p�mcw Equipment Etlic r=Yy A='('/.) U-valua' R-value' R-valuer R-values Rw� � Rrvaluer P Se 5701 to 6500 Haring Degrss 17a Ncnsinl 6 12`/. 0.44 38 13 19 10 6 Narrnal Q 19 l g 10 - 85 A.FuE R IZh 34 g 12'/4 0.30 3E 13 19 KIA N/A Normal T 15% 036 31 ig 6 Normal 0.46 33 19 19 10 N/A 15 AFUE U 38 13 25 N/A V 1S't. 0,4�4 6 ' 13 AFUE 0.12 30 19 19 10 N/A Nonrsal W NIA - X 18% 0.32 38 N/A N 13 25 Normal i9% 0.42 38 19 25 N/A 8 90 AFUE Y 13 19 10 Z 11% 0.42 38 19 10 5 90 AFL AA 18'/. 0.30 30 19 1, ADDRESS OF PROPERTY.- AA P ff aab3,� SQUARE FOOTAGE OF ALL EXTEP WALLS: FOOTAGE OF ALL GLAZING: �. sQvARE � • 4, olo GLAZING AREA(#3 DIVIDED BY#2): g, SELECT PACKAGE(Q--A-A•see chart above): VOTE OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUI BMF-NTS ARE AVAILABLE, ASK US FOR THIS INFORMATION" BUILDING INSPECTOR APPROVAL: N YES 0: q-forms-080303a 780 CMR Appendix J Footnote a-Table A2.Ib: lass doors, skylights, and Glazin area is the ratio of the area of the glazing assemblies ('including sliding-g basement indows if located in walls that enclose conditioned space,but excluding opaque doors)to the grass wall area, expre ad as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example. ftz of decorative glass may be excluded from a building design with 300 IV of glazing area. 2 After Jana 1, 1999, glazing U-Yalues must be tested and documented by the manufacturer in accordance with the National Fen tration Rating Council (NFRC) test procedure, or taken from Table 1I,5,3a. U-values are for -glass U-values cannot be used. whole units: center- The eeiTling•R-value do not assume a rai sed or oversized truss construction. If the insul�tion achieves the full insulation,thickness ov the exterior walls without compression, R-30 insulation may a substituted for R-38 sent the sum, of cavity insulation and R-38 insula`�'an maybe substituted for R ventilated ceili-49 n s, inn. sulating sheathing p Bust be placed between insulation plus insulating sh thing(if used). For g the conditioned space and the atilated portion of the roof. 4 Wall R.values represent the s -of the wall cavity insulation plus insulating sheathin (if used). Do not include exterior siding, structural sheathin and interior drywall.For example, an R 19 require all reqld be met uirements alto R-19 cavity insulation OR R•1 avity insulation plus R-6 insulating sheathing,ems-fie construction. y b o o not apply t y g PP Y woad-frame or mass(concrete,maso log)wall constructions,but s The floor requirements apply to floors er unconditioned spaces(such as uncon ' 'oned crawlspaces,basements, or garages).Floors over outside air must me t the ceiling requirements. 6 e opaque ortion of any individual ement wall with an average dep less than 50%below grade,a st ed enterP s doors of condih n Thedin mezt the same R-value requirement as abov de walls. Windows and i g g� basements must be included with the other gl . Basement doors must eat the door U-value requirement described in Note b. 'The R-varue requirements are far unheated slabs.Ad addanceaaRroao 3;4e arl5bsIf you plan to install more co ' din utilizes elgbtric resistance heating use p PP If the building than one piece of heating equipment or.more than one pie of cooling quipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the s acted p kage. For Heating Degree Day requirements of the closest city or tow sea able 15.2.1a NOTES: ' a) Glazing areas and U-values are maximum acceptable levels. Insu 'on R•values are minimum acceptable levels. R.-value requirements are for insulation only and do not include hue components. b) Opaque doors in the building envelope must have a U-value n greater an 0.35. Door U-values'must be tested and documented by the manufacturer in accordance with the N C test pro dare or taken from the door U-value In Table 11.5,3b.If a door contains glass and an aggregate U-v lue rating for th door is not available, include the of the door with your windows and use the opaqu door U-value to d rmine compliance of the door. lass area eater th 0,35). g a be excluded from this requirement(i.e.,may ve a U-value gr One door m Y r cra s ace wall component inc as two or more areas with c)If a ceiling,wall,floor,basement wall,slab-edge,o p different insulation levels,the component complies if the ea-weighted average R-valhe eater than or equal to the R.-Value requirement for that component. Glazing o door components comply if the are weighted average U- alue of all windows or doors is less than or equal to U-value requirement(0.35 for doors), Y ' FILE • •Li314 CENSUS TRACT 129 CLIENT: STEVEN J. PIZZUTI DEED BOOK 5222 PAGE 265 OWNEF1 r CHARD R. & DOLORES mPLAN BOOK 332 PAGE 81 LOT4_. SMITH JOSEPH W. & ANNE E. ASSESSORS PLAN PLOT MORTGAGE INSPECTION PLAN OF LAND LOCATED AT 352 I�TYE RQ�I_7 , 1 SCALE: 1"=40- OCTOBER 8, 1997 N/F NORMA REALTY 161.52 LOT 4 , 22,836 SF t� pECK N/F ASFOUR i GAR 15'+- 1/STY CO, o LOT 3 c ( ' CO ` ' � + w l N/F TEE KAY CONST. INC. - t of • �54_77 � `� TO LUMBERT MILL ROAD 10.8 NYE �?Qom.D ZONING DETERMINATION THE LOCATION' OF THE ORIGINAL DWELLING SHOWN HEREON EITHER WAS IN •COMPLIANCE WITH LOCAL APPLICABLE ZONING BYLAWS IN EFFECT_ WHEN CONSTRUCTED WITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS ONLY OR IS EXEMPT- FROM VIOLATION ENFOREMENT ACTION UNDER MASS.. G.L. TITLE VII, CHAP. 40A, SEC. 7, UNLESS, OTHERWISE NOTED OR SHOWN HEREON. A CONFIRMATORY INSTRUMENT SURVEY IS ADVISED WHEN STRUCTURES ARE SHOWN TO BE ONE FOOT. OR LESS FROM PROPERTY OR REQUIRED ZONING SETBACK LINES. FLOOD DETERMINATION THE DWELLING SHOWN- HERE DOES NOT FALL WITHIN A SPECIAL 'FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF-_COMMUNITY_# 2.50001, 00.15 C AS ZONE c Dfi ED 8/19/85 BY THE NATIONAL FLOOD INSURANCE PROGRAM _ CERTIFICATION I CERTIFY TO STEVEN J. PIZZUTI,� ESQ• ' ` COMPASS .BANK AND ITS TITLE INSURANCE 01tP '1IInr Tttnbururij (gII.,X � COMPANY, THAT THERE ARE NO VISIBLE Qrn QP1bg iRvab ENCROACHMENTS OR EASEMENTS EXCEPT AS New ii9rUorD, _41A 4121745 SHOWN AND THAT THIS PLAN WAS PREPARED 1—gQ�—g �-3�II� P,� R ? � j'°�• c UNbER MY IMMEDIATE SUPERVISION. tt3E 1—$LTI7- -33I74 ,f y •�; GENERAL NOTES: This mortgage inspection plan was prepared for the above mentioned client as of this date and is not intended or represented to be a land or property line survey. No corners were set. It cannot be used for preparing deed descriptions, construction or establishing fence, hedge or building lines.', The land as shown hereon is based on client furnished information and may be subject to further out—sales, taking, easements and right of way. No responsibility is extended to the land owner or occupant. It is not intended to be recorded. ,Enghidering Dept. (3rd floor) Map Parcel-0/Z'"00 Permit# �2 House# . s 2 Date Issued It 1,Alq t Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) - :00 2:00) S T BE STALLED IN NCE Planning Dept met flnnr/voavvi-�iaxiriix ai'�`a�-� ' WITH in Board 19 ENVIRONMEN ND TMUN RE TOWN OF BARNSTABLE Building Permit Application Project Street Address { Villages. Owner Addressv� Telephone 'Permit Request --r& .1-21 ,S12 -Jf f4ri Li 4�= r First Floor square feet Second Floor square feet Construction Type Estimated Project Cost Vf Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.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 �\ Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) v ❑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 �y r!1!� $�= Telephone Number Address ho 6,fl'� 4, 4 Y2 r4 License# Q�!l ink, V d-&8 Z Home Improvement Contractor# r-- Worker's Compensation# �Tll_ 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 SIGNATURE DATE C —� BUILDING PERMIT DENIED,4t4.FOR T E ILL I G REASON(S) 4- + 4 , FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO: . s ADDRESS VILLAGE t Y OWNER � - • � � t .t. i � , ; • . _ • DATE OF INSPECTION: - FOUNDATION + - - FRAME' INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING:'' t0 ROUGH FINAL _ GAS: �0 VD-UGH FINAL fn - FINAL BUIL15L, 5' r fn DATE CLOSE Hg' • ; ASSOCIATIO1NrP {N IM. t ; + 11 30 " l C/ � v 10 r � � f � r The Town of BarnstabICLf' Department of Health, Safety and Environmental Services i MUUWAtL i Building Division WAM- r 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Cmssen Fax: 508-790-6230 Building Commissioner Home Occupation Registration Daze: � Name: O Phone t#• Address: IN Type of Business: 0—Q Map Lot: I `� - D � Z,DO C ..3 V'`^^ INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling there shall be no incense in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no incense in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • Tltere are no external alterations to the dwelling-which are not customary in residential building,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration.smoke,dust or other particular matter, odors,electrical disturbance,he=glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammnble or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the mVrired front yard. • There is no exterior storage or display of materfnls or equipment. • There is no commertaal vehicles related to the customary Home Occupation,other than one van or one and one nailer not to exceed 20 feet is length and not to pick-up truck-not to exceed one ton capa=y, exceed 4 tires,parked on the same lot containing the customary Home Occupation. • No sign shall be displayed indicating the customary Home Occupation. • If the euutomary Home Occupation is listed or advertised as a business;the street address shall not be included. No person shall be employed is the Customary Home Occupation who is not a permanent resident of the dwelling unit. occupation I am re I,the undersigned,have read and agree the above r/esrestrictions for my home .up �fPr7t1 6 1ee�r Date: / Engineering Dept. (3rd floor) Map Parcel OU Permit# House# _ Date Issu d -/ 9 Board of Health(3rd floor)(8:15 -9:30/��4:30) �� U Fee . Conservation Office.(4th floor)(8:30-9:30/1:00-2:00) ar(Y-)L `` Planning Dept. (1st floor/School Admin. Bldg.) �,ME Definitive Pla� ved by Planning Board 19 BARNSTABLE, fFD MAC a`� TOWN OF BARNSTABLE Buil g ermit Application Pr dress - Villa e - P Owner Address Telephone Permit Request Q >< / X/6 First Floor square feet Second Floor square feet Construction Typed T W Estimated Project Cost $ r' Zoning District `i Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family p/Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House _J"YetS---El-Na ,On Old King's way '&es-- Pia Basement Type: Zffull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existin �o _ New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including bb�at ): Existing ��New First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air ❑Yes 2_9�0 Fireplaces: Existing f New Existing wood/coal stove ❑Yes Garage: ❑Deta hed(size) Other Detached Structures: ❑Pool(size) Attached(size) �! ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning and of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes, site plan review# Current Use Proposed Use (✓. Builder.Information Name _ c Telephone Number Address `License# 06 R�'IF --- e� Home Improvement Contractor#1/ 3 1,,?-6 Worker's Compensation# it ` 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 SIGNATURE (�/1t')� DATE BUILDING PERMIT DENIED F R THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY ' PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE x OWNER DATE OF INSPECTION: { FOUNDATION iz�`d r ' 1 FRAME + k t INSULATION FIREPLACE i . r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL a FINAL,BUILDING DATE CLOSED OUT 1 i 1 ASSOCIATION PLAN NO. ' 3D View of Your Deck I r t I1 Yam/ - ' % IIIII II� lIJ% `1 f 1 a 1'� I �' '�.:�U nth br .iSX r=fila l i �di,Ltidn,_ fi Mir+r.o Ai FI. 1Jh '�! `4:1I, MINE 1�11 y Joist* . ut Lis11 t for Your Deck The Scale is 1/2 1' B A A A A A A B Am 17 .1 II I I Mark Length Description Usage A 9' 9" 2X6 No. 2 P.T. Southern Pine Joist 9 B ' 10=t/Z.1 2x6 No. - P.T Southern Pine Rim joist C :3'.9" 2x6 No. 2 P:T Southern.. Pine Ledger... D 14` 2x6 Noo. 2 P.T Southem Pine Rim,joist Joists to be.on 24"`centers: Joists to be hung from the (edger with toisf hangers. Joists to be toe-nailed to,heams.with 2 1T (Od vanized nails. Rim joists to b&face-nailed to joists &ledgers with 3-1/2. (16d) galvanized`nails:. Blocking and bridging is not'ahown,;but:may be.required by youraocal code:- j T f I r� Cut List for Your Deck The Following Components are'for Your Deck City. Len: Description . Usage 21 14' 5/4x6 No 1 .P T $outherh Pine Decking 6 9' 9" 2x6 No 2 P T Southern Pine Joist 1: 13'`9" ara No: 2 P.M.Southern Pine Ledger 6NT rn Pine Rim joist1 14' e 2 9' 1.0-1/21' 2x6 No 2 P T Southern Pine Rim joist 3 t4`, 4x6 No: 2 P:T. Southern Pine Beam 360 2-1/4, galvanized decking screws 2 2-A framing`anchor 6 2x6 joist hanger 9 3/8"washers 9 3/8" x 5 1/2" lag screw 9 60 lb. bags of concrete 5 Ibs 3-:1/2" galvanized common nails 3 Ibs 2-1/2" galvanized common nails 1: Ibs. galvanized foist hanger.naiI 9 pre-cast concrete pier The Following Components are for.Your Railing Q . Len. Descri tion Usage ty p 4 1' 8-1/4" 2x6 No. 1 P.M.Southern Pine Rail cap 1. 2' 11-1/2" 2x6 No: 1 P.T. Southern Pine Rail cap 1: 4'7-3/4" 2 x6 No.: 1 P.T.- Southern Pine Rail cap 1 21. 7-3/4" 2x6 No. 1 P.T :Southern Pine Rail cap 1 4'`11-1/2" 2x6 No. f P.T. Southern Pine Rail cap 1 14'.7.1/2" 2x6 No: 1 P.T. Southern Pine Rail cap 8 2' 1/8" 2x4 No. 1 P.T.Southern.Pine Rail 4 2' 6'' 2x4 No. 1 PT. Southern Pine Rail 4 4' 6" a4 No. 1 P T Southern Pine Rail 2 14' 2x4 No. 1 P.-T.-Southern Pine Rail 40 2' 6.1/2" W.No: 1 P T Southern Pine Baluster 7 3' 6=1/2" 4x4 No: 1 R T. Southern Pine Post 30 3/8" nut 1.30 3/8, washers 41 30. 3/8".X.6" carnage boit 4 4' 1-1/4" 4A No. 1 P T :Southern.Pine Post 4 3' 7-5/8" 4x4 No: 1 P ..T Southern Pine Post The Following Components are for Your Stairs Qty Len; Description Usage 8 3' 2x6 No: 1 P;T Southern Pine Tread 4 2' 1/8" 2x12 No 2;P T.Southern'Pine Stringer 2 2' 9-112" 2x4 No 2 P T. Southern Pine Thrust block 4 1/2" nut 4 112. washers 4 1/2'::J bolt 18 60'Ib bags of concrete I � � ; ►�j ♦ Zvi ,�� • • `` � �� _ t r y ® C �r 1R' ��ypi TN E 1p�y�a TOWN OF BARNSTABLE 1 saEasTSBL : f a 9w�� MASSACHUSE'FrS 11 /0 0� Solid Fuel Stove Permit t DATE OF APPLICATION ... .1.7 ........................................ FIRE DEPT. ISSUING PERMIT ............................................................ NAME (owner)Jd11,J..:t(1W1�..... F. L NAME (Installer) .. }.Cn..r.............................................................. ADDRESS ........... ADDRESS ................................................... STOVE TYPE ...✓a V A1,6. .......................................................................... CHIMNEY: NEW ........................ EXISTING .....i--** .... Manufacturer /T�e .....).A7!b—Q.;..aVJ.C6.............................. CHIMNEY: Masonry ..........�.......................................................................... Mass. Approval ............................................................................................................... CHIMNEY: Metal ................................................................................................... This is to certify that the above installer has permission to install a solid fuel burning appliance at the listed address in accordance with an application on file with the ................................................................................................... Fire Department, and subject to the provisions of the Commonwealth of Massachusetts State Building Code and regulations made under the authority thereof. IssuedBy: ..............................................................Title ..................................................................................................... .............................................. . Date ........................:................. Permit to install expires 60 days after issue date Stove r4 v! S L,v .v57i-/C 3 &e lQ1-��c//1- L )Af-S .................�...�.........�.q�.......................�",�. ............................................�........................................................................................ ....................................5 StoveClearance�C � r'...................... ........................................................................................................................................................... Floor e� �a"v pt1 ................... + , ............................................. . ...................... . ........................................................................ ......................................................................................... Fl.. +J Li.cry Smoke Pipe .....................:................................... ................................................................................................................................................................................................................................ SmokePipe Clearance ..................... L...J.e'................................................................................................................................................................................................................. Chimney .........................................../f<. S / .............. .............................................................................................................................................................................................. SmokeDetector ...........................................• 19,,5................................................................................................................................................................................................................. The undersigned hereby certifies that the installation of solid fuel burning stove and equipment made under au- thority of permit dated ...................................................... has been made in accordance with provisions of the Commonwealth of Massachusetts State Building Code now currently in effect and pertaining thereto ........................................................................ Installer lP/ �..-- ./ -� Title: INSTALLATION APPROVED ....... ..........�...................... B,y.......... ..�.�......� .................................................. .......�....,�............. .... date WHITE: FIRE DEPARTMENT — CANARY: BUILDING INSPECTOR — PINK: APPLICANT TOWN OF BARNSTABLE Permit No. ----------—. Building Inspector �A rua Cash ----------------------- OCCUPANCY PERMIT Bond ----__.-.-----_---_-_- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ................................................... .. 19......_ _ ....................................................I.............. Building Inspector �:;�; .„ • ��. .,�� .�,.. .� �. �� , L �, t f , �. A§se sor's map and lot number .. OF THE T� .79 y30 Sewage Permit number ................... f •� Z 33A�R�ISTAIILE, i 1 House number .:....��•sO . ......�-:........................................... SST , 1 TOWN 'OF : BAR TITLE N S T1 ��ENTAL cooE AND TOWN REGULATIONS BUILDING` INSPECTOR s APP (CATION FOR PE RMIT'TO '" TYPE' OF CONSTRUCTION ........ ................./.............i...Ate............. ....................J✓......... .19.. r O TH INSPE�IOR OF BUILDINGS: P:-ne, unhersig/ned hereby applies for a permit according to the following information.. location .....h,67........Y.........17'.Y., ......r��.f . .r. .....l..a ► �../.f�.f�; .,...:...�. ........................... Proposed Use .....6••l . ....... a LY .......... ..........-D.:/Y"T,.......L........ !."... .................I..................... c /o :...........................................................Fire District ............................................:................................. Zoning District ' A / ^...Name of Owner ..,,!'Cc:.��/.Y.......... �/J� �......./N�J r..:.....Address .................................................................................... Nameof Builder ...To.aw....../�. ......... ............Address .....................................................................:.............. Name of Architect .,)t..4.4./A$j....... A I.C..k.......Address .................................................................................... Number of Rooms .........._/..................................................Foundation ...� "5 ........ � .�L..� ......... Exlerior .C,4A1t,2QA.[?.P.......±...X#0I.II."LCRoofing /OPYA4:1............v!&/ -4-C................ Floors R4.e 1 ,1� - ..................Interior .... S#ec— ........R®G . ........ 6.I�.. .................... / ................. �. Heating .l.T.. .........0.�".(..............................................Plum Bing / %....... 4.1 ......... Fireplace ..../........ .............:.................................Approximate Cost ..10p®............. '751 4 I i . *,***. ***....... Definitive Plan Approved by Planning Board ---------------_---------------19________. Area f...�............... Diagram of Lot and Building with Dimensions Fee * � SUBJECT TO APPROVAL OF BOARD OF HEALTH v I hereby agree to conform to all the Rules and Regulations of the Town of Ba nstabZraing the above construction. Name .... �....... .. ...... ............................... � r' 2-1445 Alden Homes, Inca - i No .21 #5..... Permit for ....J ..stoxy...dwE:L1i}r } 1 � Location 19t #.t..352..Nye..Rd_................... t ., ......................C�1�tevz�ls................................ - •fit `_ �f ` Owner .............AlAen..HP. Inc................. Type of Construction .......F.ratw........................ { .......................................................................... {, :y Plot ............................ Lot ..... ........ .. .: Permit Granted .............,jnl-Y.......1-0......-j 9 79 'Date of Inspection . /. .. 1. ?' .719 —'b,,,-te Completed .. . ... ........................ .19 ' PERMIT REFUSED _ ............................................................. 19 i f .............. .`-t ...................................... r ... ... ...tia..g..,y...'�.��5. ..................................... W M � 1 4 rs� i Approved .. 19 th ................... :........................................ a ��— — -- — i .ABBREVIATIONS ELECTRICAL NOTES JURISDICTION 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. 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 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. F NTS NOT TO SCALE 9. MODULE FRAMES MES SHALL BE GROUNDED AT THE , UL—LIST LOCATION OC ON CENTER UL—LISTED LOC 0 PROVIDED BY-THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION- ' HARDWARE. r 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 y UPS UNINTERRUPTIBLE POWER SUPPLY `. V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets_ Attached GEN #168572 1.. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING-CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY 'DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) T` CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER JB-026607 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE - SMITH, ,JOSEPH SMITH RESIDENCE Regina Taurino ���`a • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 9 a0 S ola r_City NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 352 NYE RD 6.885 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION NTH , THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX 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: T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 (508) 420-4185 �. COVER SHEET PV 1 10/29/2014 (888)—SOL-CITY(765-2489)-www.edarcity.cam � _y r Z (E)DRIVEWAY. 04 M PROPERTY PLAN N Scale:1" = 10'-0' W 0 101 . 20' E S J B-0 2 6 6 0 7 0 0 PREMISE OWNER: DESCRIPTON: DESIGN: " CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: � ■ CONTAINED SHALL NOT BE USED FOR THE SMITH, JOSEPH SMITH RESIDENCE Regina Taurino r SOlarC�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A'j" 6.885 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 352 NYE RD PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE, MA 02632 Moo1,LE� _ J ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN I PAGE NAME T: (650)638-1028 R (650)638-1029 INVERTER:PERMISSION OF SOLARCITY INC. SERTER: GE SE6000A—USOOOSNR2 (508) 420-4185 PROPERTY PLAN PV 2 10/29/2014 (888)-SOL-CITY(765-2489) ww.sdaraitraam PITCH: 28 ARRAY.. PITCH:28 - MPl AZIMUTH:254 ARRAY. AZIMUTH:254 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 28 ARRAY PITCH:28 MP2 AZIMUTH: 164 �'ARRAY AZIMUTH: 164, MATERIAL:Comp Shingle STORY: 1 Story �tN OF ?o Y00 AN VI y No.4 7 �lAl. O� A Digital si y Yoo Jin Kim Front Of House Date: 2014.10.29 19:24:50 LEGEND . -07'00' p >>z Q (E) UTILITY METER & WARNING LABEL AC _ INVERTER W/ INTEGRATED DC DISCO _J Ir & WARNING LABELS O © 0 DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS 0° DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS T B Z (E)DRIVEWAY DEDICATED M I P V SYSTEM METER DED S LO Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- 'CONDUIT RUN ON INTERIOR GATE/FENCE a- MP2 Q HEAT PRODUCING VENTS ARE RED B Inv I�� INTERIOR EQUIPMENT IS DASHED L—J - SITE PLAN N Scale: 3/32" = 1' W 01, 10, 21'' E S IN _ PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HERE JOB NUMBER: I R \, CONTAINED SHALL NOT BE USED FOR THE vl� O2G6O7 OO SMITH SEPH -Regina Taurino \�"fir BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: , JO SMITH RESIDENCE 9 So�arCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 352 NYE RD 6.885 KW PV ARRAY ���0 PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODU� BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET' REV DATE T, (650)638-1028 F:A(650)638-1029 01752 PERMISSION OF SOLARCITY INC. SO _ 5O8 420—4185 PV 3 Q 29 2014 888—SOL-qTY(Z65-2489> www.solarcity.com LAREDGE SE6000A USOOOSNR2 � ) SITE PLAN / / ( ) r (E) 2x4 S 1 OF S 1 JIN K _ ca 7�_g�� No.4 7 10'-8".o T(E) LBW (E) LBW OHAI (E) LBW SIDE VIEW OF MPI NTS Digital signe byYooJin Kim SIDE VIEW OF MP2 NTS A Date:2014.10.29 19:24:44 B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 07'00' MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED 7 - "• LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48° 11 19" ROOF AZI 254 PITCH 28 RAFTER 2x8 @ 16 RAFTER 2x8 @ 16 OC STORIES: 1 ��OC ARRAY AZI 164 PITCH 28 STORIES: 1 ARRAY AZI 254 PITCH 28 C.I. C.I. 2x8 @16"OC Comp Shingle 2x6 @24"OC Comp Shingle PV MODULE 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. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. • ZEP COMP MOUNT C _ ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF J B-0 2 6 6 0 7 0 0 PREMISE OWNER: DESCRIP110N: DESIGN: CONFlDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ���� ■ CONTAINED SHALL NOT BE USED FOR THE SMITH, JOSEPH SMITH RESIDENCE Regina Taurino �.�e N .: BENEFIT Of ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEM. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 352 NYE RD 6.885 KW PV ARRAY r�.SolarCity. Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S MooIItE� BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 7124 St.Martin Drive,Building 2,Unit 11 07 vE A TAN SOLAR CS6P-255PX Marlborough,MA 01752 THE SALE AND USE OF THE RESPECTIVE (27) CAN D # PAGE NAME SHEET. REV DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOMC11Y INC. SOLAREDGE SE6000A—USOOOSNR2 (508) 420-41.85 STRUCTURAL VIEWS PV 4 10/29/2014 (888)-SOL—CITY(765-2489) www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) �8 GEC TO TWO (N) GROUND Panel Number:TLM4020 Inv 1: DC Ungrounded INV 1 -(1)SO LAREDGE ##SE6000A-US000SNR LABEL: A -(27)CANADIAN SOLAR CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:226071 Tie-In: Supply Side Connection Inverter; 600'OW, 240V, 97.5%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W#234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR _ v Overhead Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN-THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER SolarCity (E) WIRING CUTLER-HAMMER Inverter 1 Disconnect CUTLER-HAMMER 4 A 1 100A/2P 6 Disconnect s ' SOLAREDGE DC+ B 35A SE6000A-US000SNR2 Da MP2: 1x9 240V. r- ------ ------------ -------- -- -.--------------- EGC A - Ll B - L2 I _ - DC+ I. { (E) LOADS GND ------Y--- -EGC/ .DC+ ; . DC+ l cecDC MP1: 1x18 DG r- r•-=--�-- ---- ---- --■ ---- -- EGC=--------.---.-----♦.J. (1)C d it Kit; 3/4". EMT c EGCIGEC GEC •,. - TO 120/240V SINGLE PHASE UTILITY SERVICE I t } 1 ,I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN ` Voc*.= MAX VOC AT MIN TEMP f POI (2)Ground Rod; 5/8' x 8 Copper B (1)CUTLER-HAMMER #DG222NR8 ^ A (1)SolarCit 4 STRING JUNCTION BOX -(2)ILSCO$IPC 4/0-$6 Disconnect; 60A, 240Vac, Fusible, NEMA 3R /y 2x2 S1YR GS, UNFUSED, GROUNDED DC Insulation Piercing Connector; Main 4/0-4,`Top 6-14 -(1)CUTLER- AMMER �DG100N8 GroundNutral Kit; 60-100A'General Duty(DG) *' PV (27)SOLAREDGE P�300-2NA4AZS SC SUPPLY SIDE CONNECTION.DISCONNECTING MEANS SHALL BE SUITABLE (1)CUTLER-HAMMER #DS16FK .' PowerBox Optimizer, 30OW, H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Gass R Fuse Kit ,' (1)AWG#6, Solid Bare Copper (2)FERRAZ SHAWMUT#TR35R PV BACKFEED OCP nd - - - IRKS - aF Fuse 35A 250V Class (7)Ground:Rod: 5/8' x 8'�, CoPPef. (1')CUTLER-HAMMER #DG222URB C Disconnect; 60A, 24OVac, Non-Fusible,NEMA 3R (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL -(1)CUTLER-IIAMMER #DG10ON8 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground eutral lt; 60-100A, General Duty(DG) (1)AWG#6, THWN-2, Black 1 AWG#8, 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 .'ADC', © (I)AWG #6. THWN-2, Red O (1)AWG#8, THWN-2, Red - Vm = VA Im = AA _ O (1)AWG#10, 1HWN-2, Red Vmp =350 VDC Imp=12.94 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp 350 ,VDC Imp=6.47 ADC (1)AWG#6, THWN 2, White NEUTRAL p 240 C p 25 C (1)AWG#10, THWN-2, White NEUTRAL Vmp -240 VAC Imp.-25, AAC (1 AWG#10,.THWN-2,.Green EGO -(1)AWG #6,.Solid Bare.Copper. GEC. -. -(1)Conduit.Kit;.3/4'.EMT. .:. . .. . . . . . . (1)AN#B,.TI{WN-2, Greeq.. EGC/GEC-(1)Conduit.Kit;.3/4".EMT. . . (1)AWG#10, THWN-2, 81ack Voc* 500. VDC. Isc ]5 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O 0)AWG#10, THWN-2, Red- Vmp =350 VDC Imp=6.47' ADC O 1 AWG „ 4 2 ( ) #s, Solid Bare Copper EGC Vmp =350.` VDC Imp=12.94:ADC . . . .. . . . (1)AWG#10, THWN-2,.Preen. .:EGC . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-026607 00 _�., CONTAINED SHALL NOT BE USED FOR THE SMITH, JOSEPH SMITH RESIDENCE Re ina Taurino �,��aA BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 352; NYE `RD 6.885 KW PV ARRAY 9 �i�,SolarCity PART TO OTHERS OUTSIDE THE RECIPIENTS �"x - ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTAB E, MA Y02632 THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR #-CS6P-255PX 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: T: (650)638-1028 F. (650)638-1029 SOLAREDGE SE6000A-USOOOSNR2 (508) 420-4185 THREE LINE DIAGRAM PV 5 10/29/2014 (888)-SOL-CITY(765-2489) www.solarcity.com Label Location: Label Location: Label Location: • • • '• (C)(CB) 1 0 (AC)(POI) o (DC) (INV) _ de: _ Per Co Per Code. _ Per Code: NEC 690.31.G.3 NEC 690.17.E • -o ° e o- •o•mm NEC 690.35(F) Label Location: • :o ° - o e o TO BE USED WHEN 0 O O O D (DC) (INV) °•° ° - ° '° ° ° • ° INVERTER IS D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o (POI) .o (DC)(INV) Per Code: -e • V2 Per Code: - - ° NEC 690.64.B.7 0 0 o I(• ° , NEC 690.53 °o 0 0 ■■ Vwo o ° F o- Label Location: (POI). Label Location: Per Code: o (DC) (CB) •-e e 0 0 0 o NEC.690.17.4; NEC 690.54 Per Code: ° ° •-° NEC 690.17(4) :o ° o•° ° •o 0 0 INA"D o- e - e•e -e Label Location: o � (DC) (INV) Label Location: Per Code: (D) (POI) p►�• -o -° e • °• ° NEC 690.5(C) e e e Per Code: NEC 690.64.B.4 Label Location: Label Location: O (POI) nec O O O�uW�rnt� (AC) (POI) . n .o - o - Per Code: (AC):AC Discon' t Per Code: ° ° ° - NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center •- - �A Per Code: (M): Utility Meter �n NEC 690.54 (POI): Point of Interconnection r CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR _��•�•�� ®�®�® r THE BENEFIT IN ANYONE EXCEPT SOUTSIDE INC., NOR SHALL IT NI DISCLOSED ,+ S��a��t o IN WHOLE C IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set ���, ®o�MM EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, VNTHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 7.Fryer.-yw iU "+v *.' "t '- g".` _ -...-�++.P.„. .. w F .. .��. x �.,.:a .a ... „`7• .^^; .. �:: .K�' �W� ��- µ k,.'rnw� .'•r.: `.-•�+� wM .�r�st"E* Sol 'rCi SleekMount . Com . , , " . SolarCi SleekMount Com {, . r rt w w • p r« R .a` �. m. ...«. '.,.....--, .:. .w...-.ate...=-' .. -.m. ..... _..,aa._...°,-_. .. ..,: - -a.�:4... as ;...„�i,. ,:.u;. .. .: -w - .,.w.«^.k.. .. ...�e.,.•�.�... ,�:. ,."k,. _ _.,. v.. 3 xst �„..� ,-+"�. .: ' .-x�'�., re The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed k. 4 .">" t InsUfflation Instructions ' is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof-disruption and ` • O Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system.UL , labor.The elimination of visible rail ends and Fastener Size Per NDS Section 1.1`.3.2 listed to UL 2703 g. mounting clamps,combined with the addition. g z=. of array trim and a lower profile all contribute A!Interlock and Ground Zep ETL listed to UL 1703 « K, Q Seal pilot hole with roofing sealant ""G rounding Grounding and Bonding System Off'\ 3 Insert comp#o a more visually appealing system.SleekMount � _ p Mount flashing under upper; utilizes Zep Compatible TM modules with •Ground Zep UL and FTL listed to UL 467 as "layer of shingle m strengthened frames that attach directly to grounding device *F ® Place Comp Mount centered . Zep Solar standoffs,effectively eliminating the " _ •Painted galvanized waterproof flashing r upon flashing need for rail reducing the number of g P 9 E - standoffs required. In addition, composition .Anodized components for corrosion resistance ©5 Install lag pursuant to NDS Section 11.1.3 « shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot.to the Comp Mount « using machine Screw Place module Components --_ - -- Q A 5/16"Machine Screw •© Leveling Foot ® Lag Screw, s ©D Comp Mount ; CComp Mount Flashing } r r D _ E • 'Ok I«Sola 't JanuaryFq WY U� LISTED. �r9`Soh 1tV �® 2013 coMrn<`� J® January 2013 e�EdgeeS;�� CS6P-235/240/245/250/255PX ,,g�F`a ®fir' Ca1ladldnSO�ar Black-framed gleakc+nlO Electrical Data STC�`'- - ,V?.+ ° ,. ,sr,�:"= '' a.CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX "Temperature Characteristics " ' .. .-. Power(Pmax) ' e �; •' Nominal Maximum Pow 235W 240W 245W 250W 255W r a'i� ;- �. r f" '" "• ,,j Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30AV 30.2V Pmax 0.43%/°C ''` `x - - ). y, -'�^" `T"��' _. JJrr © _ Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C a �} _„ �, �.. � �-� � a',, � - Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V "Isc 0.065%/°C , " °: r '. - `' .„ ^"`•' � �.' -�� Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2°C - { ,.Y. k,,- a • 0 • .1 Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C-+85°C `'Perfo�man"eeat Low lr`radlanee• . •" - = • Maximum System Voltage 1000V IEc /soov uL 'Industry leading performs rice at low Irradiation ,F.�, ,,: "` x. - -„r, ,, ti ; ,.„._ •, -fi` Maximum Series Fuse Rating "" 15A �-environment,+95.5%module efficiency from an'• irradiance of,1000w/m'to 200w/m' Application ClassA - .. t y -Power Tolerance 0-+5W (AM1.5,25'C) k Next Generation Solar Module " '" 4'.i 'Under Standard Test Conditions(STC)of irradiance o11000W/m',spectrum AM 1.5 and cell temperature of 25'C g NewEdge,the next generation module designed for multiple Engineering Drawin s` ' ,. '(`ryQGT i. . ri~rH'0,1 •'V i CS6P-235PX CS6P-240PX CS6P-245PX CS6P,°250PX CS6P-255PX _••.T ,. �,. ",_ ,� .. types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174W 178w 181W 185w _ n ` value of minimal system costs,aesthetic seamless 27.2V 27.3V 27.4V 27.5V 27.5V Y Optimum Operating Voltage(Vmp) " 1 A appearance,auto groundingand theft resistance. Optimum Operating Current(imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V 1 The black-framed CS6P-PX is a robust 60 cell solar module s.asA 6.96A 7.06A z1sA z2sAir l s Short Circu t Current(Isc) �, incorporating groundbreaking P P m P g P ture,Irradlanceofe00Wlm',speclrumAMi.S,ambient temperature 20C,,. 17 ~' 11,. ry incor oratin the roundbreakin Ze compatible underNermaio eraen ceurem era The specially designed frame allows for rail-free fast wind speed 1 m/a f Mechanical Data_,, Installation with,the industry's most reliable grounding °°" "' " w ' system.The module uses high efficiency poly-crystalline Type - Cell Arrangement 66(6 x 10) `f - Cell T e 156 x 156mm,2 or 3 Busbars s li Key Features f silicon cells laminated with a white back sheet and framed g _ "° - Dimensions 1638 x 982 x 40mm 64.5 x 38.7 x 1.57m with black anodized aluminum.The black-framed CS6P-PX ( ) t is the perfect choice for customers who are looking for a high Weight 20.5k9(45.2lbs) ° • Quick and easy to install - dramatically P 91 1 reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass .5b zu" '". ` Frame Material Anodized aluminium alloy • Lowersystem cost§ - can cut rooftop B@St QUaI Quality d-Box IP65,3 diodes installation costs in half Cable 4mm'(lEc)/12AWG(UL),1000mm • 235 quality control points in module production Connectors MC4 orMC4 Comparable 1, • product defects • st etic seamless appearance - low profile EL screening to eliminate oduc Aesthetic .. PP P 9 p Standard Packaging(Modules per Pallet) 24 cs e leveling and all alignmentperformance P with auto le Current binning to improve stem g g g p y Module Pieces per container 40 ft.Container P ( ) 672pcs(40'HO) • Accredited Salt mist resistant ' r Built-in hyper-bonded grounding system - if it's ' j -V Curves(CS6P-255PX)_ i . mounted,it's grounded Best Warranty Insurance 4 w j • Theft resistant hardware' • 25 years worldwide coverage , 4 • ¢ Section A-A - 100%warranty term coverage s • a f - ----- t Uitra'low parts count - 3 parts for the mounting r. • Providing third party bankruptcy rights 35.p ,.-a r and grounding system • Non-cancellable s , a: • Industryfirst Comprehensive warrant insurance b `` Immediate coverage $ ' j 0 t P Y> y Insured b 3 world to insurance coin anies AM Best rated leading insurance companies in the Y P P s. ' world r ldaaogmz ' -yc Comprehensive Certificates v Industry leading plus only.power tolerance:0-,+5W • IEC 61.215,IEC 61730, IEC61701 ED2,UL1703, • Backward compatibility with'ali standard rooftop and CEC Listed,CE and MCS 0 5 ,c 14 zn rs an 4a 43 n. s_ V.g;ate n a 226 >i ground mounting systems '', IS09001:2008:Quality Management System Specificatio sinciudad in this datasheet are subject to change without prior notice. ISO/TS16949:2009:The automotive quality - P `• • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc, is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was t 997 A _ • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in - dded Value F manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing a0% Sri rOm warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide e0% occu ational health and safet customers. Canadian Solar's world class team of i f P y professionals works closely with our customers to REACH C 5 10 1s 20 zs • Compliance provide them with solutions for all their solar needs. k 10 year product warranty on materials and workmanship O ®_< $p sc V .. - O" aff 25 year linear power output warranty www.canadiansolar.com cry � �� rhri EN-Rev 10.17 Co ht O 2012 Canadian solar Ina nvrie ': `gxi �." x v''i} r, �^ •�~~, s'rc- I s.X ,, �' M s � h =. 00 - p p SolarEdge Power Optimizer solar=oo solar f.�fl Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer g ' Module Add-On For North America o P300 P350 P400.' a it<°` ({or60-cell PV (for72-cell PV (for 96-cell PV modules) modules) "•modules) P300 / P350/ P400 !INPUT Rated Input DC Power1° 300 350 400 W . .. ... ........ ..................................................... .......................... ...................................:................_. .......... - Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc .. .:....... ... .... ....... ... ............. .. ... ... ... .. .. - '. MPPT OPerating Range - 8 48 ..........8.60 8.,80 Vdc ............................................................................. ...................... ........... ................I...... Maximum Short Circuit Current(Isc) 10 Adc - Maximum DC Input Current - 12.5 - Adc Maximum Efficiency 99.5 % .. Weighted Efficiency - .. . ...98.8... ..... .. ... %... Weighted ........ .............. .............. ........ .......... .. .. .. .... . � Overvoltage Category r _ II 'OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) i MaximumOutput Current ........................................1S. Adc....`.....................................................................I......... ..-........................................ - Maximum Output Voltage 60 Vdc r 'pL - ,OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - 1� -- Safety Output Voltage per Power Optimizer .1 Vdc 'STANDARD COMPLIANCE - - EMC FCC Part-IS Class B IEC61000 6 2 IEC61000 6 3 Safety.. ....... ...... ................ ......... ....................IEC623091(class 11 safety).UL1741 - ,. ............... ........... RoHS Yes - bINSTALLATION SPECIFICATIONS "'., - . Maximum Allowed System Voltage 1000 Vdc - _ ................................................................... ............................................... ..... Dimensions(W x L x H) 141z212x405%5.55 x8.34z 1.59 mm/in ............................... ... ............................................................................... - - - Weight(mduding cables) 950/2.1................................................. ................................ ............ ... .................. ... Input Connector - - MC4/Amphenol/Tyco - ......... ....... .............. ... ......... ...I............................ ....... ... .. ..... ................. ......... . Output Wire Type J Connector Double Insulated;Amphenol - _ - .. Output Wve Length..................... .................... 0:9S/3.0. L.. ................12./39.......... .............01.E h.... Operating Temperature Range -40 !85/40 +185 •C/•F ......... ........ ."....... ........................................... ........................................................ ......... .. ...... _ - Protection Rating - IP6S/NEMA4 - ;: . ...................... ....................................................... ....................".............................................................. ............. Relative Humidity ........................................................"...................... .........................................................'......................-............... ' �- '"s.rea src power or me n,oe�ie.Moan.o+unm sxno..o.mm.ena,no..ea. - . _ PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE - _INVERTER SINGLE PHASE 208V 480V e , - PV power Optimization at the module-level Minimum String.Length(Power Opbmizers) 8 10 18 Up4o 25%more energy - - Maximum String Length(Power Optimizers).. .. ............ ... -25 .... .25.. :.,... .,50.,, .,.. ... ........... ...... ..... ...... ... ... Superior efficiency(99.5%) Maximum Power per Strn.. 5250 6000 12750 ..W . _ .. ......... ................................... .... ................... .. Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings o.Different Lengths or Orientations Yes — Flexible system design for maximum space utilization Fast installation with a single bolt ,•,� - t - - Next generation maintenance with module-level monitoring - - { — Module-level voltage shutdown for installer and firefighter safety' USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.Solaredge.US _ solar=ooSingle Phase Inverters for North America solar " 0 Q i� SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US . - SE3000A-US SE380OA-US- SESOOOA-US SI:6000A-US St/tiOUA-US 5h1U000A-US SE1140DA-US OUTPUT //^^��� � 9980 @ 208V S o l a rE d g e Single Phase Inverters I p C Nominal AC Power Output 3000 3800 5000 6000 7600 10000 @240V 11400 VA • - Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 -10800 @ 208V 12000 VA For North America ..... . .545e @240... .... ...... ................ ...0950 @24UV....... ....... .. . .... AC Output Voltage Mm.Nom.Max.* SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ACOutp8 Voltage .................... ................ ............... ....�. ..... . ... ........I .. .. .. .... . AC Output Voltage Min:Nom.Max.* � � � � � � � - SE7600A-US/SE1000OA-US/SE1140OA-US :1 .240-264 Vac AC F requenty.Mm..NomMax.!,.,.... 59.3-60 60.5,(with HI country.setting.57-60.60.5)............................... ....Hz..... f '. 24 @ 208V 48 @ 208V Max Continuous Output Current ..... .....1..... (......1.6...... L.....z.........I... 32 (..........240V.........47.5....... ...A..... . 21 @ 240V ......... 42 r� GFDI................:.................. .............................................................1........................................................... ......... Utility Monitoring,Islanding Protection,Country Configurable Yes y r Y �pverf�e. ..,,,.� Thresholds ale rf R. INPUT o 1 ,,..,,,�.. . ,,,:.,•...:.*,,,.„„ fd 1 f.�ZS Recommended Max.DC Power** 3750 ..4750 ... 6250.... 7500 9500.. 12400. ... 14250 W - W ..................................... _._ :�,is �� + Transformer less,Ungrounded Yes ................................ ..... .. ... .................... S00 Vdc -.. — Nom DC Input Voltage................ ............... . . .........325 @ 208V/350 @ 240V .... ........ .............. .Vdc..... .. ................ ................ .. .. .. .. ... 16.5 @ 208V 33 @ 208V Max.Input Current* 9 5 13 ( ,15.5 @ 240V I 18 23 30.5 @ 240V � 34.5 Adc -__�. _ ' .......................................... ....... ....... .. ............. ............... ................ ...... . ..................... ....... ........ Max.Input ShortgircuitCurrent ,..,,..,30 45 Adc ..................Y....................... .................I. ...........:.................... ...................................................... .. ....... t Reverse-Polarit Protection ..........................Yes ... ..................................... ..........a..................... ................................................... ........... ` '- '— "' }i'. Ground Fault Isolation Detection 600ka Sensmvny Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % ' e apt., .......... ............... ................. ................ ................ .................. r' 97.5 @ 208V 97 @ 208V .................. ........... CEC Weighted Efficiency 97.5 98 97.5 97.5 - 97.5 % ................................. 98@,240V 9*7... 0V } Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485 RS232,Ethernet,ZigElee(optional) r ..... ......... ............... ..................... Revenue Grade Data,ANSIC12.1 Optional . ' .......................... .. - I; STANDARD COMPLIANCE I ; Safe .....UL1741,UL16998,UL1998,CSA 22,2 __ ?V . ....................... ......... Grid Connection Standards IEEE1547 ., .......................................... ................... ........ .... .. ........... ..... .................. ......... Emissions FCC partly class B 'INSTALLATION SPECIFICATIONS 9 ,AC output conduit size/AWG range minimum/24 6 AWG 3/4 minimum/,8 3 AWG........... ......... -.,,.., ........... .................. ........ .... . .... ... ....... t' x DC input conduit size/N of strings/ AWG range 3/4"minimum/1 2 strings/24 6 AWG 3/4'minimum/1-2 strings 14 6 AWG - f _ ............................ ................................ ................................... ...................................................... ........... Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ 30.5x12.5x10.5/775x315x260 Switch(HxWxD)............ .......... ........775 x 315 x 172........ ......775 x 315 x 191........ ...................................................... ...TIT__ < „�, »...... :..... .` Weight with AC/DC Safety Switch..... - 51 2/23 2......... ......:.:54 7/,24 7........... ..............:.....88.:4 4Q:1..:. .......... lb/.kg.. .. .. ...... ...... ......... ..... .. .. ' Cooling - Natural Convection Fans(userreplaceable) - ' ..................................... ................................... .......................... ........... The best choice for SolarEd a enabled systems Noise <zs -40 <so FBA. o ............................. ... ........ ................................... .. ................................... .. p y _ Min.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 .Ran&e ......... ........... Superior efficiency'(98%) Protection Rating ....................NEMA. ................................ ................... . ....... •For other regional settings please contact 5olarEdge support Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C. For detailed information,refer to htto//www solaredee us/files/odfs/"nyerter do oversizine euitle.odf Built-in module-level monitoring :'•A higher current source may be used;the inverter will limit its input current to the values stated. I _ •'CAN P/Ns are eligible for the Ontario FIT and microFIT(microFIT exc.5E31400A-US-CAN). Internet connection through Ethernet or Wireless ! Outdoor and indoor installationm � i Fixed voltage inverter,DC/AC conversion only POptional—reenue grade data,ANSd AC/DC Safety Switch for faster installation i I.C12.1 ( 1 sUnsvEC - ' Pre assemble USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us r -'- • F TYPICAL SYSTEM PROFILE -� AREA PLAN FDN TOP FINISH GRADE= � NOT TO SCALE I SCALE : I "= 30 50.00 ' FINISH GRADE OVER TANK= �9' OO FINISH `,)fir GRADE OVER PIT='19, O T 4 NYE ROAD "C ROS R I D C E" ri 4`l.Oo PVC OR O O • ,�f . • e • - ° �C. I . TEES 4(a.67 6.33 N O` � N THE� �" L..C�C� �° �-`'1 A� � 6. 4 ��. 46.50' w.o � o o • -- - t � BSMT v • • o ISO o • ° ° -43.00 1 O O O " • ! _ GAL. 4 � - - — - ' y �.,.J C0- Nj:3 �vA ..T i .J 1Ij �� `,D h_ '`'�i {.. >: .r `"° T� D V i N Y A I� � ZCd. - REINFORCED D I S T- B 0 X e • o _ CONCRETE 8 TO BE INSTALLED ON ° ' ' ' • • ' ' ° ° ' f 0 A LEVEL STABLE BASE ° • ° • • • ° ° • • � � �' o e o • • • • o e ° o e — SEPTIC TANK � ��� ��� � TOBE INSTALLED ON A '." ' ' • • • ' ' ° e �1 LEVEL STABLE BASE • e • • • • • • e e �" I Q / C 0 Ai. 7- C, B, FWD t SU.C�c'�� 2"-1/8" 1/2 "WASHED PEASTONE ALL • • • • • Ole • • o • • 0` -46 Z5 I" iw: — BRICK a MORTAR COURSES AS AROUND FREE OF IRONS, FINES ° ° • • • • 1 • • o o 0 _ 223 Q•4 '� �! - REQUIRED TO BRING COVER TO GRADE AND DUST IN PLACE "0.R�' I ,� LEACHING PIT o� 0 11+ U,IDF-) LO 4 2285G J. F-• 24 "C.I . MANHOLE COVER a 3/4 "TO 1-1/2 "WASH EDCRUSHED 413 Q� 3F�'�SIpE} FRAME - SEE DETAIL STONE ALL AROUND FREE IRONS FINES AND DUST IN BASE TO BE LEVEL PkECAaST C:Cl �K:�T LIB AC I�Et�4 , \� PLACE I2� O Q ) f` r i� �•J UETTAlLL j1, FOR FIN. GRADE \ -� 0►1/ `'�. (V, SEE SYSTEM PROFILE SOIL AND PERCOLATION Al _ 4ilk " DATA P rt.ECA` TF s, I� Pk[�FYLE _ PERC. RATE : M I SIN. -� g N. 4 FOR INV. SEE C. D. SPOHR �rS 1 INLET SYSTEM PROFILE TAKEN BY : ��� y. °c LINE . ` ° _ „ 6- WITNESSED BY:4A t�1 z'Ar;_ _E sD, CJF E'ALTN OPENINGS W/4 I/8 8 J U t�11�. Is `t 9 Q OUTER DIA. a I -3/4"d o /• DATE p� k, ; 6 s 7' o INSIDE DIA , p = TEST •PIT-GND ELEV. + 49. 121 ' d d D 0 6 TOTAL - -- � p AREA o� 0 3 0 0 Q A M �/�G KIO �'_U::a`r LI`DC} E Q C� T?3k ti (�a� ` . D p D 0 5 'Z F, p 0 0 o , SU 5 SO - `l PZ.lasF-i2YC. PIT • , , 0 0 D 0 p - o p D o MFU IUM cep o o p 0 OWNER= _ - - , 6 6 DIA . -21 :5A(\ ID ALDEM HONAP-5 INC , � � 10 ' 6 ''� EFFECTIVE DIA. BOT. PERC. HOLE P, O, BOX # I G 20 �'I -- � --- - — DOWN 6 it CUB"-U ! 'i", , • 02� 35 LEACHING PIT - SECTION � � �? Y�'?U� 12' NO SCALE DESIGN DATA : NOTE: DO NOT RUN HEAVY EQUIPMENT OVER SYSTEM NO. OF BEDROOMS 2 Pkr, KT— e FUTURIG— NQ DISPOSAL LEACHING PIT NOTES: EST. TOTAL DAILY EFFLUENT 44 O GALS. i AREAA I . CONC. TO BE 4000 P.S.I a 28 DAYS , SEPTIC TANK �'� GAL. PLAN ,* --N • -" 2. REINF W 6 " x 6 " *6 GA. W W. M. AREA PLAKi PREDAZED PROM 5UBDi NII SiON� 3. 2 'AND 4 ' SECTIONS ARE AVAILABLE FOR GENERAL NOTES Pi-A�,' OF LAND IN, BARK57AISI-E CENTtFr VI L. --..E GREATER DEPTH REQUIREMENTS I . ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ;7of2 A L D E W HOKAFES I htc e f1cQ>0sS �I DGpII NOTE : ` ACCORDANCE WITH TITLE5OF THE STATE SANITARY CODE 5CAL� ( G,o , �.? .9UNrE ��3 11 _ EXCAVATE TO ELEV. OR LOWER AS DATED JULY 111977 8k ANY LOCAL RULES APPLICABLE. - �T� �"�' J , P, DO-"( LE R . I_. . S . REQUIRED TO REMOVE ALL LOAM AND CLAY CONTAINING 2. ANY CHANGE TO THIS PLAN MUST BE APPR'D. BY THE MATERIAL BENEATH PIT. REPLACE EXCAVATED MATERIAL BD- OF HEALTH, AND CHARLES D. SPOHR. WITH CLEAN,CLAY FREE GRAVEL, MECHANICALLY 3, WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, COMPACTED IN PLACE. NOTIFY THE ENGINEER FOR INSPECTION. SIDE AREA = 13RS. F.Q _41—S. F./GAL 44..5GALS 4. FOUNDATION ELEV. MUST BE CHECKED WHEN COMPLETED. BOTTOM AREA= " _1 S. F.@ 1 - 0 S. F./GALS—GALS 5• THESE ELEVS. MUST NOT BE CHANGED WITHOUT WRITTEN B, M. NOTE : TOTAL AREA S. F. TOTAL � g�GALS APPROVAL BY CHARLES D. SPOHR. LEGEND 6. FOUNDATION INSPECTION READ. WHEN EXCAVATED. ALL ELEV'�� BAS�'3 Oi�i TOPOF � X 1�'�', C. 8 - ' AS SHO`> -1 3 ASSUMED EFLEY, SO,c!)Ca e + 50.0' EXIST. GROUND ELEV. 19 97 50.0' FINISH GROUND ELEV."UNOERLINED" 27 �ur,l~ kEvisED L<,�, r, DI, : o� c4,A = A tee" U 4750° PIPE INVERT. ELEV. REV. DATE DESCRIPTION TEST PIT LOCATION SEWAGE DISPOSAL SYSTEM FOR �P��� SEPTIC TANK ALDEN HOMES I NC. % 'Charles D. DISTRIBUTION BOX e . ( SPOHR LOT-*- 4 NYE ROAD, "CROSS R I DG E`I No. 7468�a \�� 4 C. I . PIPE ,..?..„n-to O. 0 0 �STER BARNSTABLE CE N T ERV I L i E [ lA Ss1T-_ 4"BIT . FIBER PIPE TIGHT JOINTS caries D. -1-tttt+ttf— ' P�HR DESIGNED. C.D.SPOHR DATE $ ,jl)NE ,l DRAWI N G NO. — -- — PROPERTY LINE DRAWN: C•S• SCALE:ASSHOWN n MAP SEC PCL LOT � MIN. CODE DISTANCE ' ,._. 8 6 J !-1 CHECK ED: C. D. S . �NOF MASS�C • -. .. �� MICNE�E � � �UpOF cn o No•34774 WEND HEADER '�clSI" �,r , •• TO QORNER IoNN- r • , ' • r • J a• PLYWOOD I ,x PO 3 E5t %Wlb/ /le 1 1 i• STUD xCQ 1• • 1 il`� 1 2XPOL CK1NC• O RATED SHCANINQ ' 1 • JOINTS 1 XTAA. /5 HWER.AT CORNER zX10� of IA Y /C VD FC 5. �rJtJELTto�.1 D��" ` SL�•��.�ai.(, PG r ?►OL x I -D I MICHELE C. TUDOR, P.E. Consulting Structural Engineer 123 Cottonwood Lone, Centerville, W33ochu3ett3 02632 F; &AIvJ Drawn By: MCT Date: -Drawing ale: AS NOTED Rev. /v File Name: Project No.: -,. f. y .r.:... .., - ,. r :. .r�... .., *,,,"yi a � I. :. .k . H::.' , e . ".'•u. -.�: • - {" 1: is•:'' a _ .2f IY+",. ); .. : .f i • '. 'T' �T:!' ''!YfIyY . YAl. :: ..! 'ff�q,�A.S _ _ - t 't�:,'Lk ,'`p,'... :.11`i' [ ",�. .. �.,T - t- < 'R i : i rv' •1 :,4 !''>a` ' : �y; ,,per '1�u}}' �' . f¢ f .r�,.. r> -. I ''.Fr .Y a....t. ... RS'..� ,y�",.r '"E` ,„'EI y�. .;' '' �.� aiF r-K. ... _ r ems' ° ,x'. 7 ,' ., e S,', „ : hie':. .r" t o , _ : .. ai - y .d: �''- :t§ typo a '; S'r *y +.) '. .,. ,. I - , y Y �' %y' :•F ''' ~ v:F spy"�,y r` r ',i'y .y r• - .,. _ e2"t r - I tr ` y i r. 11 11, 1 13 . , I 1 ,",�..�.-'. I u I �Lt .aq'd, t,t>. :F ;r - +r �t j r, a �+1:�1a' d L .. i�:.', _ 4 f V' { V !Fi i��'iM �yP a'r" ,% q.. 1 '_ C". . I I .� . . � . I . 1. 1. M., _'. �. . ._r g I 1 I. �t IP . y , ""i'� c;i' s• 11 . a° - 't r'i sh .M1°}1 I'l44, 3,�y..ter,'S� 51. .11 k , EXTERIOR LINE OFyi ... , j 1. EXISTING RESIDENCE . .1 , �� I . I 1�: .K ., ,� - y. ,%t`f 1. 2 M'dA; "ttr � � r to S '' I ._....-„-...._.._._ LlJ }gyp+ .tv.la # 1 4 f 54 1 I y'.94. tt i� � r # I -..11 r r V• ay I rA Ut p I ff �z I I. r t c w5 6 RESIDENCE t ; 1. " r r r� � ' �' 3 ) -I--- - - - - - -- - - - - '/'1� - - I G, r rE rnIZ., -i fie: ' t ;Y"y� y�y� u i t " I � X : J ,'"•', l .{•PS'.' 'i• 5.1 3�1?C 'F.,i YC r s.f I t ".� "L � _I / I ) Fr J , t M, s .I .4 I MAIN RIDGE �< a , r•ry : '.. qI I � 'll'_�i'.:. I I I w ; :a 4{ v J' L o- P y { * ' GARAGE I I I -. 'a ''s �� �� .. ` ;: $ N - RIDGE ---- f. v4 � a� � I .q �11�- 4 1 4 '; . - I EXISTING D+NING I I �° � �"� � I I 1 ry ; " wrz, 146 rG, J; t r I r DECK EXISTING FLOOR PLAN x. t � k :� i DINING RIDGE -- i I - I- - I �- LINE OF DORMER ROOF p+'� `p5 •{ , GARAGE I J I I gGALE l/8"zl'-Q" .r `��gbLp r t ; a'r4M. 3 a:'4 I I f 5 I , I I v, , 9L, .> r ar , i NEW VALLEYS, PROVIDE �A16 lir� I \ I ICE t WATER SHIELD BELOW f4; I I I SHINGLES 11 � � ',,� ,f,.a I I REPLACE\SLIDER WITH I �C t " �a � _ t a ;~ I ., - - - I PULL GLASS FINE DR. r4 ' - :: ' ; (L ---- CRICKET' i 180 DEGREE SONG i I ' �� �,. "I I . I a15r E. .f i n " . t try I r I- 1* o i � . -i�,1�, --r " � ' I P IZ (� — �'°( I '� , ;- ' a t .' --- ,5� PROPOSED ADDITION t � � .. ; ,: r I - F 1�1b 1. J .c f{� t ` I .51 �"' �•�s � , I MATCH EXISTING SOFFITS I ,� x Q*"g "° , `, k.fix P ci!. E-____ DECK I I�— —LINE OF J I .0 � . ',:.� • ;: : I CAPE COD DORMER ` " �Y ' y ` or. I PROVIDE CONT. 6?'- S.'. 4 ,� 5 I. .,j.t i=rdD DRAIN FIR OR ; O I RIDGE VENT ; BEYOND +:,t SYNTHETIC DECKING I a I - ' (2) 2X6 K-�3 I RIDGE VENT P�l4 ✓x t - 1 „� t� X v' SUPPORT BEAM 0 2 t '�� " '1. , i I I J " ' t : CMU SUPPORT - - i�9 e I R00F CONST. MATCH EXIST. SLOPE r-- �_ ,� ° t .1w s". 1 , t © I �rit-t JI'il� � 1 J� t. , EXISTING I I v I 15x ROOFING FELT -- '�`` '» { ��iA .11 . ��• r NEW SUNROOM I .� 2x4 a OC .. � ��r g Y' CONCRETE 5 x I I 1/2 EXT. PLYWD. � 'oj , s,s wF ✓` n t > z �' PATIO %xrs K- 3 DEC1 JO15T5 I `' ,r2xi0 RAFTERS �16'OC f la� �� ' r 4x6 RAF�7ER 71E -- I y P R V 1vT F� w+��� �$ �`'' I� ' I 12 �.•:' �r wry i 4 CONT. ROPE E a I,,, A _ . OC Iz -, I 8 ?'��� R-19 BATT INSULATION � EXISTING REAR E� EVATIig- � ' ., � ', � ��t, . F = i). r_.. 37 1.!� F 1/2 GYPSUM BD. - t .O N '. r 1� SUPPORT DECK I a I N I ICE t WATER SHIELD k 'ti'; -., � h <js SEAh! ON 5C�1 IG 2x10 RAF R u DRIP FLASH Z" a I _ I _ T r�_ " •r CONC. MASQNRI' - — — — -- VENTED SOFT=IT SCAiE l/,R =i -0 �. w " �� ` tk- 5 N! :tr "" S 11 �'` �4 I a b.w UNIT I I --- - RAFTER 1£ SEE PLAN �w ,1 � : r n , TRIM-$EE ELEV. 2. �'' i .___- _ , -L OR LOCATI NS -rWo 5Aj 'Cr✓1CA tJ - 9kF�'4�2 wr1 . y ` b r � Fs '' _*At--_ I- I - I L ��T Nye. ; C � I� ., _._. _ _I °A r��a' t d �'/ F $8�R �c�i �•t^/� S�'tQS*'>I`� 2�S � �'�[ �1�5 --�' ,r "71,& 5., ' '� ` a ..r •SUPP AM C�- �.?3x �� l.`V'� . ANDERSEN WIND W UNIT , 11 r> I. SEE ELEVATIONS ' k11 J` �� t _- ,.,, " is 0, 81-0r H-0. A tL FL00R CONST _ "� i a,,N J: M t - __._.__— — - T P.WA L N T. HARDWD. FLO R ? _ ROSIN PAPER 1 '� ` -.:s -K� 1 •r + t' F f>t is s 3/4 PLYWD. S BFLOOR = CEDAR SHINGLES if- " ''� '� W " TYVEK HOUSE WRAP �, 5. x �, .-'; I/2' EXT. PLYWD. 2x10 JOISTS i '0C Y.4 � ,'a 4� �2xb STUDS ' Ib"OC ✓ R-30 GATT IN ULATiON '_ ' L4 ', '�" R-19 GATT INSUL. \� a * � t ; F ,4� W, ,�t I/2" GYP.BD. ,w � I F ' ' DECK LEVEL �a rt�`, , �' �� 1. Nj �' { t r FIN. G x sCrYu t ';,.i': BEAM FOREGROUND `(ti)t•7�xI!• � t �'� i }. ., �10 rr, r + ja, �*• t L 12" DIA CONC. FOOTING'IA 6K• '�' � "" >: LINE OF GARAGE — � w` ROOF CRICKET -- I LINE QF GARAG`E ' � � x ROOF CRICKET ! 1. ., ,, �� I rT. S F . LINE OF ROOFS ASPHALT SHINGLIr3 TO ASPHALT SHNGL.ES TO ;r K � .,' aJ_ 1 . .i WALL S E C T I Q N BEYOND MATCH EXISTING —=— I MATCH EXISTING ,. lv�� � { �: j , ' . T '"'^. �'..•_^''" ".,.,,,_,�,ti9 ` \ _ ,,,� 1 .. �. s w,�! gam# r� yy. ^t,� ! g, Y�Ytft Jx 1. 11 It. -�/ — CAPE COD DORMER y 1. — — — _ — z CRICKET I4 y�r� / :� ,��.w � ,, ; . .. �� :� BEYOND 1��...�J r . 4 . . . L r � " I � - . .. 1 Am'• r'r,' �. xa F 11 ail �. � = DHT3ol>;-� } � I'llxt a� , .#�„� a 1 1. r .. �'' TIU2821C F -- �1100D SHINGLES TO I "� ' ", -1 4 11' �,�?f �_� _ MATCH E iSTING 8r �„ v I r--- "� "fix $ �' s�h� � w i' _. f L I � �K 4 (3' 7.-,c. i I. I j sit. �t i.IN O ' Xt9fl '� I �4wr�,{ EMT )yyy p��,`p, , � r , ,, * , �yRy �'4•.6.,4 ,,t;, ,� , , .. ` I I _jj I �;0"O3'iENCE 1 tN1►'IC!L ,.� .e . 1. 1. .', Y 9a�..',�• t5.K F' ��,J ftAY�L'ti`£ f IE ¢:_', .� ' ' IEf-E . I1 11 II *1 -. Lu - . I . ; _. , _ 11 , ��r '� I I -v. ..r.1 ,_ k, fN ',_$ �d J �°a�A�wttllrrf&h N-v r,,F�° rrt� i . .,,r'. .. � . . . .�,r , . .. __ . —. I ,,-�it�z ,�n� I , 7 'I II I J. Tj E I ' �,jM 1 "" , . � -I& � , , . 11, �_ I . " ,. , y " ,,, V`1!� �-.,,�,,y ;, , i. . - I ..t' , . . . . 11 I �: �. I I i. __ -ilL _iL_ LLLL] I � r ,��i, �; — ffi L_Tfl Iuj_— . . � d , ,, t _T� J -.1; � —, I—. t^�'. t' r .j Flk: 0R SYNTHETIC TW2$42-2 TW2842-2 W FLOOR I TW2$42-3 4 ^'� Tf84'�-� b, ;a 'n ,�+s,� �;°' EXIST. FINIS I �r} M � y --d IF,`: DECK t STEM E— WOOD SHINGLES TO .•.r. _ � _ � - - _ _ _ - - _ _ _ . _ _ _ _ � ._ __ — — ___ _ — _ _ _ _ — F AL _fATRH_FXF5TIIT - ._ — — ,--- rr .._...-" ,.�._.._.,_ �s:,��� n � . 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