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0508 LINCOLN ROAD EXTENSION
nco I r) &vaAa4o' i I f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2-7 z- Parcel 1?S' ��ppolicaton# Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee nq 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �- Project Street Address SQ? 41-119Coln /V (f0. RuanmS . /r7ct 671,661 Village Yuanlvs Owner �/Sorg aWSe// Address S70ir4, 4014 4 !6e74 1'/y-r.7n1S', M Telephone SO$'- Z90-/735- Permit Request sS // 50�4�' %C-lnG p4 IS 0/7 i"eo� cK elelS,-4ng /70u$t 7) w17% home e/ea' 57 4/ Sent-tr! -7. (oSKw 30 Pane/5 Square feet: 1 st floor: existing proposed — 2nd floor: existing — proposed — Total new -" Zoning District R(f / Flood Plain Groundwater Overlay Project Valuatio#./ 600 Construction Type Lot Size 0 Mang e Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family UK— Two Family ❑ Multi-Family(# units) Age of Existing Structure 3 rS. Historic House: ❑Yes H No On Old King'':s�Highway.R YeF ❑ 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 I �a �-- Number of Bedrooms: existing — new Total Room Count (not including baths): existing new First Floor Room Count tea-— Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other —hA — Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: QYes 0 No r2.. — Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ ne\-Vo'Size_ a Attached garage: ❑ is mg ew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3A No If yes, site plan review# —"—'� Current Use .Sil lle Proposed Use 0 M44 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SD/a/' 66 &2V�&n/61VIQ OS Telephone Number W/- 9/6 74182 Address/(100 60 00%ale Pant Dr *22-* License # CS /0746&3 Pem6ro& MR 6Z35_q Home Improvement Contractor# 1665_4 . Worker's Compensation #&-/476(406644;57OR} ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A�v/yioS �4) //1 SIGNATURE DATE lOLZZZZD/y k FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED " P' a =� MAP/PARCEL N0. ' •"' F ADDRESS VILLAGE - r OWNER DATE OF INSPECTION: tFO.UNDAMONlul;nwwwU,4-VOINUWr°:?m rr ... .FRAME � . .,_ �... ._ __ , ._ .-�- • •,, - . INSULATIO.N_=; ,� • FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL - ` FINAL BUILDING DATE CLOSED OUT , - ASSOCIATION PLAN NO. = f SolarCity. Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: J } y Sytrtemanstailatton cost ! Eleotricit�r°rate pier kV11h ;`- �; ° Ag15 reement term '< s .k O(rr ProtmisQs t4 You. `'• We insure,rnalrttarn,and repair the System(mcladmg the Inverter)at rio addldonal cost to you,as specified in.the agreement • We provrcie 24fT web enabled monitoring at no additional cost to you,'as specified in the agreement x, •;We y your roof against leaks.and restore y varrantyour roof at the end of the agreement,as specified in the agreement,F • excluivof taxes,wminied othe term othemThe rate you pay forelectncty e The pricing,in this PPA rs valid for30 days after.9/30/2014.- 8 -we are confident that vve deliver excellent value and customersernce AS A REST 1LT,YOU AFtE FREE TO CANCEL ANYTIME Al y NO CHARGE PRIORTO CONSTRUCTION ON,YOUR HOME'. .T _ ;' ; ti Arr)ount due at contract signing.+ M1 r .��' Estimate d,p�payrnent due.when mstallation'b'egms. •w_ ` $t),00 1 y„s Estimated prepayment due+foiloywng tiuilding;inspecton ti $t7A0 v Customer's Name &Service Address Exactly as it appears on the utility bill Customer Narne and Address Customer Name Installation Location Alison Counsell 508 Lincoln Rd 508 Lincoln Rd Barnstable, MA 02601 Barnstable,MA 02601 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. . You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 888.765.2489 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 9/30/2014 M 305561 C1 22.NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:ACounsell EXPLANATION OF THIS RIGHT. 23.ADDITIONAL RIGHTS TO CANCEL. Signature: ! IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL. Date: . THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24.Pricin The pricing in this PPA is valid for 30 days after 9/30/2014. If you Customer's Name:, don't sign this PPA and return it to us on or prior to 30 days after 9130/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: SOIarCity. Power Purchase Agreement r SOLARCITY APPROVED Signature: LYNDON WVC,CEO (PPA) Power Purchase Agreement i"A tt Date: 9130/2014 Solar Power Purrhase Agreement version 7.4.1 1 OWNER AUTHORIZATION Job ID: Location: 5-02 4,y,ro4? 126( I as Owner of the subject property I ereby authorize SolarCity Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. . Signature of Owner: Date: . I 24 St Martin Drive,Building 2 Unit it Marlborough,MA 01752 T(888) SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL8 8W104.CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488,HI CT-29770. MA HIC 168572,MD MHIC 126948,NJ I3VHO616O6OO,NY V/G24624-HI1,OR COB 180498,PA 077343,T%TDLR 27006,WA SOLARC•919O1 .�"' �'./�f' �}r�i�i i�r rl�i�c�r;'(l ll/l/ (t/l�•f['(Cl J.1 Cf l,'�r/J t':lf r:3 '' Office of Consumer Affairs and Business Regulation d 10 Park Plaza - Suite 5170 ' Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3re/2015 CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA I c, 2nrrt.MI11 ❑ Address [-I Renewal [—I Employment El Lost Card rY71"1 Y1.r ur itrt'i IP,irI/f l, /6 ;-Office or Consumer Affairs&Business Regulation License or registration valid for individul use only W- t ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration: 168572 Typt` 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS i 24 ST MARTIN STREET BLD 2UNI C'� �withouit IUtA�2LBOROUGH,MA 01752Undersecretary Not vature t I Massachusetts -Deparimenf of Public Safet,t I * ' # Board of Building Regulations and:Sta#idards t r�ry.t�ff4tf��r►tiifj�•r�f,r�i Lscense. CS-107663 CRAIG ELLS 206 BAKER STREET' Keene NH 03431. Cafiliftfti ¢ullk+r 08129/2017 60-1fill)),11011111 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration 4 Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION t = Expiration: 3/8/2015 WAYNE EUBANK 24 ST. MARTIN STREET BLD 2 UNIT 11 ..' MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 G 20M•05.11 L; Address Renewal Employment Lost Card office of Consumer Affairs&Business Regulation License or registration valid for individul use only 'j ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: y Office of Consumer Affairs and Business Regulation � "Registration: 168572 Type:` 10 Park Plana-Suite 5170 r Expiration: 3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UNI ->9���— I�IIANLBOROUGH,MA 01752 Undersecretary N valid without signature J 8 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' I Congress Street,Suite 100 Boston,MA 02114 2017 a� www.►nassgov/dia' ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print:Legibly Name(Business/Organization/Individual): SOlafCiit/ Corporation. Address:3055 Clearview Way City/State/Zip:San Mateo, CA 94402 Phone#:888-765-2489 1 Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 7000 4. ❑ I am a general contractor and I 6. ❑New construction ' employees (full and/or part-time).' have hired the sub-contractors , 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling Z ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' j y P ty 9. ❑Building addition [No workers' comp.insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs,or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no Solar Panels employees. [No workers' 13.©Other comp. insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside 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. lam an employer that is providing workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self-ins. Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: ,570d 61-7f7e-01� IOV-A1 City/State/Zip: &AI � P OZ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si EX Date: /d�oZoZ�2 Dl y Phone#: 7818167489 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# LlIssuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector.5.Plumbing Inspector 6.Other Contact Person: Phone#: A� CERTIFICATE OF LIABILITY INSURANCE 080014°"'"'° THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME' 345 CALIFORNIA STREET,SUITE 1300 PHON o �No): CALIFORNIA LICENSE-NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 Ate` INSURER(S)AFFORDING COVERAGE _ NAICq 998301-STND-GAWUE-14-15 INSURERA:Liberty Mutual Fire Insurance Company 16586 INSURED ' INSURERB:Ubertyr Insurance Corporation 42404 Ph(650)963-5100 SolarCity Corporation INSURERC:N/A N/A 3055 GeaMew Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440260-W 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 REOUIREMENT,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 - ADDL SUB POLICY EFF POLICY EXP - LTR TYPE OF INSURANCE POLICY NUMBER t MM/ MM1DD LIMITS A GENERAL LIABILITY TB2-061-06626&014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 10D'000 CLAIMS-MADE a OCCUR _M_ED EXP(Arty one person) $ 10,000 r - PERSONAL&ADV INJURY - $---- -1,000,000 I - GENERAL AGGREGATE $ 2,000,000 i GFN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ 2,000,000 _x1 POLICY X PRO LOC I Deductible $ 25,OW A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/1014 09/01/2015 COMBINED SINGLE LIMIT 1,000,000 Ea aoddent ----- - X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS F AUTOSNON-OWNED (P er accident)PERTY GE $ IX Phys.Damage COMP/COLL DED: $ $1,000/$1,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS U AB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION WA7-06D-066265M4 09/01/2014 09/01/2015 X WC STATU- OTH- IA AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUrIVE YIN WC7-661-066265-034(WI) 09/01/2074 09/01/2015 - 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A EL EACH ACCIDENT $ B (Mandatory In NNj !'WC DEDUCTIBLE:$350,000 EL DISEASE-EA EMPLOYE $ 1,000,000 • und DESCRIa PT ON OF OPERATIONS below 1 EL.DISEASE-POLICY LIMIT s 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Atlach ACORD 101,Addrdonal Remarks Schedule if more space is required) Evidence of Insura=. t CERTIFICATE HOLDER CANCELLATION SolarCity,Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Geawiew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Math,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORMED REPRESENTATIVE I of Marsh Risk&Insurance Servlc" Charles Marmolejo 01983-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD a \ !� Version#39.1 �44��olarCit y �O A, r ,S •3055 Clearview Way;San Mateo, CA 94402 4 ~ar�D9rp. CyG (888)-SOL-CITY (765-2489) 1 www.so.larci.ty.com . WHITE .gTFdUt:r)RAIL r-n October 6,2014 No 4?319 Project/Job#026544 RE: CERTIFICATION LETTER �S° NA1A,AA9 . Project: Counsell Residence 508 Lincoln Rd Barnstable, MA 02601 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,'ASCE 7-05,and 2005 NDS -Risk Category= II -Wind Speed = 110 mph,Exposure Category C -Ground Snow Load = 30 psf - MP1A&2B: Roof DL= 7 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 23.1 psf(PV Areas) -MPiB&2A: Roof DL= 7 psf,Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 23.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 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. y Please contact me with any questions or concerns regarding this project. Sincerely, ' Digitally signed by Andrew Andrew White, P.E. White Structural Engineer Main: 888.765.2489,x2377 Date:2014.10.07 21:52:25-04'00' x email: awhite@soiarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity:com A2 ROO 243771,CA C-SL3 868104,CC EC 8041,Ci I11C 0682778,UC FiIC 7t IQ I480,DO HIS 71101468,HI C7 29770,MA H10108572.MUM]41C 126948,NJ 13VHOS 100600, OR CC3 180498,PA 077343,TX TOLR 27006,WA CCt,:SOLARC'91007,O 2Ot3 SolarCity.Afi rights reserved, :T N 10.06.2014 `��4, • SleekMountTM PV System Version#39.1 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS . Project Name: Counsell Residence AHI ___P Barnstable " Job Number: 026544 Building Code: MA Res.Code,8th Edition . � Customer Name: Counsell,Alison Based'On IRC_2009'/iIBC 2009a Address: 508 Lincoln Rd ASCE Code: ASCE 7 05 City/5tate. . Barnstable,-_ .,_ MA _ __Risk Category: II Zip Code 02601 Upgrades Req'd? No Latitude/Longitude: 41.664750 70.310.813 _Stamp Req'd? SC Office: South Shore PV Designer: Sangita Sharma Calculations: Justin Arbuckle EOR. .Andrew White P.E. .._.4 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 = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP CID co Ly • , Duck Pond D I Q n) 28 508 Lincoln Rd, Barnstable, MA 02601 Latitude:41.66475,Longitude: -70.310813,Exposure Category:C 1 LOAD ITEMIZATION - MP1A&2B - PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl Weight'(psf) �-_.__ •. -0.5 psf . PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP1A&2B Roofing Type' ., A A Comp Roof . n ('1 Layers) v15 sf Re-Roof to 1 Layer of Comp? No Underlayment_ H ._._„ --.� .- .• Roofing Paper ; u0_5 psf — -- Plywood Sheathing Yes 1.5 psf Board Shy eate hing .. rr� _, ,+ . __ None 4r , - - Rafter Size and Spacing 2 x 4 @ 24 in.O.C. 0.7 psf Vaulted,Ceiling . ; . .r No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7 psf MP1A&2B 7.0 psf Reduced Roof LL _ Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area" x At Roof Slope 5/12 Tributary,Area Reduction" .°. Y ', �_ 111 1 Section 4 9 Sloped Roof Reduction RZ 0.95 Section 4.9� Reduced'Roof,Live Load — � h _ , Lr 4= Lo(Rl){Rz) w ip. -z, ,, -f > 'Equation 4-2 Reduced Roof Live Load Lr 19 psf MP1A&2B 19.0 Psf Reduced Ground/Roof Live/ now Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions"Allowed? _ Yes k Effective Roof Slope 220 I Horiz._Distance,from;Eve to Ridge= a W %: _0 p . f 13 6:ft r "' t Snow Importance Factor Is �1.0 Table 1.5-2 l r 4 Partially Exposed , Snow Exposure Factor Ce. &Table 7 2�.p Snow Thermal Factor 4 Structures kept just above freezing Table 7-3 1.1 MinimumFlat Roof Snow Load(w/ ' Rain on,SnowESurcharge)=. mom" a _ .� w23.1 psf. : ,? �, , _ „y7.3.4;&7.10 Flat Roof Snow Load Pf pf=0.7(C.) (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Desi n 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-roof= (CS-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq:7.4-1 Modules PS-Pv 23.1 Psf 77% Simpson Strong-Tie Truss: MP1A&2B4. ProjectName: Counsell Component SolutionsTM Date: 10/6/2014 11:03 05 AM Truss Page: 1 of 1 Version:5.7[Build 7] Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 24-0-0 5/12 1 0-8-0 0-8-0 0-0-0 0-0-0 1 24 in 76lbs 25-4-0 r 0-8-O 6-3-14 5-8-2 5-8-2 i - 6-3-.14 �0-8-0i 6-3-14 12-0-0 17-8.2 24-0-0 u 4x6 3 12 12 15 - 51 - 1x4\ 1x4/ 2 4 r� tit 0 3x5- 3x5- } 5 g 1 10 8 7 6 3x4- 3x4- 3x4- 0-0-0 0-0-0 8-2-10 7-6-13 8-2-10 8-2-10 i 15-" 24-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load tpso Bldg Code: BC 2009/ TC: 0.47(4-5) Wit TL: 0,27 in L/999 (56) - L/180 RoofSnow(Ps): 23.1 list TPI I-2007 BC: 0.61(5-6) Vat LL: 009 in L/999 (5-6) L/240 TCDL: 7(rale) Rep M cwas br hte: Yes Web: 0.13(36) Hon.TL: 0.07 in 5 BCD-: 0 D.O.L: 125% Creep Facto[Ker=1.5 BCDL: 6 Plate Offsets(1nC$Y,Ang): (1:3-14.2-3,0.) (2:0-0.3-13,51.)(3:0.0,3-13 0.) (4:0-0 3-13.51.) (5:3-14,2-3.0.) (6:0-0.3.8.0J (7:0.0.1-12.0.) (8:04),341,0.) Reaction Summary 1T Type Big Coirbo Big Width Material Rqd Big Width Max React Max Gray Uplift Max MWFRS Uplift Max C&.0 Uplift Max Uplift Max Horiz 1 Pin(Wall) 1 - 3.5 in Steel 1.57 in 1.004 Ibs - - - 0 Ibs 5 H Roll(Wall) 1 3.5 in St.] 1.57 in 1,004 Ibs - - - - 0 Ibs Material Summary Bracing Summary TC SPF A2 2 x 4 TIC Bracing Sheathed or Pudins at 3.7-0,Pudin design by Others. BC SPF H2 2 x 4 BC Bracing Sheathed or Pudins at 10-0-0,Pudin design by Others. Webs SPF 42 2 x 4 Loads Summary 1)This truss has been designed forthe effectsdue to 10 psfbottom chord lie load plus dead loads. \ 2)This Wss has been designed for the e0ects of a balanced design snow load(Ps=23.1 pso for hips/ipbles in accordance with ASCE7-05 with the following user defined input:30 psf ground:now load(Pg),Mania Caiegary C,Exposure Category Partially Exposed(Ce=1.01 Building Category It 0=1.0),Themal Condition Cold ventilated(Ct=I.1),Roof Slope Factor(Cs=1.00),DOL=1.15. , 3)This Wss has.not been designed for the effects of unbalanced snow loads. 4)In addition to the snow loading specified on this dmwing this truss has also been designed fora roof live load(tCLL)of 20 psf. 5)Minimum stogy attic loading in accordance with BC Think,1607.1 has been applied - Load Case Dl:Std Dead Load Distributed Loads Merrber Location l- 1oeation2 Direction Spread Slav load End Load Trib Width. Top CIA -0-84) 24-" Down Rake 3 psf 3 psf 24 in Member Forces Summary Table indicates:Menber m,note,CSI,tiax axial force.(mx coripr for,,ifdiff,rent from tro axial force) TC 9-1 0038 17@s 2-3 0.408 -I,701 Ibs 4-5 0.470 -1,953 lb: - 1-2 0.470 -1,953 It, 3-4 0.408 -1.7011bs 5-10 0.039 17 lb s BC 156 0.610 1745 Ibs 6-8 0.512 1172 His 8-1 0.610 1,745 lbs Webs 2.8 0.089 408 Ibs 36 0.134 5441bs 3-8 0134 544 lb s 4-60.089 A081Ins Notes: I)When this truss has been chosen for quality assurance inspection,the Plate Placerrent Method per TPl 1-2002/A3.2 shall be used.Cq=1.17. NOTICE Acopy of this design shall be furnished to the enmtion contractor.The design ofthis individual loss is based on design criteria and r,quirerrenis supplied by the Truss Manufacturer and relies upon the=,y Simpson Strong-Tie Company and conpleteness 0f the infomation set fodh by the Building Designer.A seal on this driving indicates acceptance of professional engineering responsibility solely for the trusscorrponent design shown.ace the cover page and the"hrp'a"t Infor nation&General Notes"palp for additional infoma lu tion.All connector plates shall be tranufacred by Sirrpson Strong-Tie Conpany,Inc in accordance with ESR-2762.Ali connector plates are 20 gauge,unless the specified plate sin is followed by "-18"which indicates an 18 gaugo plate,or"S4 18",which indicates a high tension 18 lainfp plate. i CALCULATION OF DESIGN_WIND_LOADS - MP1A&2B_ Mounting Plane Information Roofing Material Comp Roof PV System Type,_ s` " Solarci SleekMountT" u �s Spanning Vents . No Standoff Attachment Hardware Comp Mount-Type Cr;pr : 7 77 c 7 7 7 - 7 . Roof Slope 220 Rafter Spacing k '0 4 .;; _ - 24"O.C. "' Framing Type Direction Y-Y Rafters Purlin Spacing ° ` "'`° " " ° ' XX Purlms'Only_ NA On _ Tile Reveal Tile Roofs ly NA a Tile Attachment System, � LTileyRoofs Only _° NA , ,StandingSeam Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind=Design Method wk " ° Partially/Fully Enclosed Method ., Basic Wind Speed V 110 mph _ Fig.6.6-1 Ex osure Cat o _ _ p -- C r SectionA6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof=Height, o v � o h '£ # 15 ft m Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table.6-3 Topographic Factor Krt 1.00 ,: Y p Section 6.5.7 . — �-- Wind Directionality Factor Kd 0.85 Table 6-4 Im stance Factor 10 '°" Table 6-1" Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V-2)(1)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(U GC -0.88 Fig.6-11B/C/D-14A/B Ext.jPressure Coefficient "Down z 14 V GC' o A "' 0.45' ' Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure Up Nut)) -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" M xa Allowable C_antilever._:=m Landscape, g " 24"- Standoff Confi uration Landscape Staggered Max StandoffTributa Areal-4 g LL' _ PV Assembly Dead Load W-PV 3 psf NetNet Wind_U pf—i f t at S_tand_off �. T-actual >h " ,.g.. __t -346.lbs Uplift Capacity of Standoff T-allow 500 Ibs Standof`•Demand Ca aci DCR 4F ' ' 69.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever ` 20" Standoff Configuration Portrait Staggered Max Standoff Tributary Area" m,. Tribes 21 sf - — PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff . T-actual {.- 4-385,lbs 71 _ - c---Uplift -- Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci ' ' w `DCR _77.06/o. 7 7 7 , _7 4 , 7 7 , LOAD ITEMIZATION - MP1B&2A PV System Load PV Module Weight(psf) 2.5 psf � Hardware.Asseam_bl _Wei ht s " ,'� .� *� � 4 ,� � �� }� � _� �_ 4 0.5psf,"', PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP1B&2A RoofingyType' ,. :Comp Roof ('1 Layers,. Re-Roof to 1 Layer of Comp? No -ae Underla ment e Roofing-Pa 0.5 sf. Plywood Sheathing _ Yes 1.5 psf Board Sheathing:: Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No r Miscellaneous Miscellaneous Items 1.3 Npsf Total Roof Dead Load 7 psf MPiB&2A 7.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lq 20.0 psf Table 4-1 Member Tributary Area _ _ _Ate < 200 sf Roof Slope 5/12 Tributary Area Reduction "Rj # 1 _ Section4.9 ti Sloped Roof Reduction Rz 0.95 Section 4.9 Reduced Roof Live Load Lr F 4= Io(Rl)(Rz) Equation'`42 Reduced Roof Live Load Lr 19 psf MPiB&2A 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? "" Yes v _f ,n, t Effective Roof Slope 220 Horiz Distance from Eve to Ridge- W _ I — --,r= _13.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed M Snow'E±sure factor - Ce- s1 - 1.0%,§9 ,4 , Q Table 7=2 AM Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 1.1 Mirnmum'Flat Roof Snow Load(w/ ` 23.1 sf } _ t. Pf-min p 7 7 Rain on Snow Surchar e P y .3'4°& 1 Flat Roof Snow Load Pf pf= 0.7(Ce) (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over PS-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules- CS_PV Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PS- „=(CS-p„)Pf ASCE Eq: 7.4-1 Modules PS-PV 23.1 psf 77% t Simpson Strong-Tie Truss: MP1B&2A ProjectName: Counsel) Component SolutionST14 Date: 10/6/2014 11:01:52 AM Truss Page: 1 of 1 Version:5.7[Build 7] Span Pitch Qty OHL OHR CANTL CANTR PLYS Spacing WGT/PLY 24-0-0 5/12 1 0-8-0 0-8-0 0-0-0 0-0-0 1 24 in 75 Ibs 25-4-0 - I 0-8-01 6-5-0 5-4-0 5-4-0 l 6-8-0 0-8- 6-3-0 12-0-0 17-4-0 24-0-0 4x5- 3 12 12 5(— —15 - 3x4 I 3x4\ 2 4 N� r N 7 5x8- s 4x61. 1x4 1Z 1 4 4x6\ . 1 5 9 10 12.5 2.5� 12 12 0-0-0 2-5-4 0-0-0 6-8-0 5-4-0 5-4-0 6-8-0 6-8-0 12-0-0 17-4.0 24-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load quit) Bldg Code: BC 20091 TC: 0.86(4-5) Val TL: 0.67 in . L/419 (6-7) L/180 Roof Snow(Ps): 23.1 psf TPI 1-2007 BC: 0.91(56) *rl LL: 0.29 in L/966 (6-7) L/240 TCDL: 7(relre) Rep Mbr lnereaee: Yes Wit,: 0.45(2-7) Hom TL: 0.42 in 5 BCLL: 0 D.O.L.: 125% Creep Factor.Ka 1.5 BCDL: 6 mire Plate Offsets(Jnt:XYAna): (1:64,1-3,IIJ (2:1-12.3-1,22.) (3:04,3-13,0.) (4:1-12,3-1,22.) (5:64 1-3,11.) (6:0-113-990.) (7:04),3-3,0.) (8:04),3-990.) Reaction Summary JT Type Bra Coabo Brg Width 14�lerial Rqd Big Width Max React Max Gmv Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horix I Pin(Wall) 1 3.5 in Steel 1.54 in 1,008 Its, - - 0 His5 H Roll(Wall) 1 3.5 in Steel 1.54 in 1008 Ibs - - - - 0 Ibs Material Summary Bracing Summary TC SPF#2 2 x 4 - TC Bracing: Sheathed or Pudins in 2-1.0,Pudin design by Others. BC SPF#2 2 x 4 - BC Bmcing Sheathed or Pudins in 1044,Pudin design by Others. Webs SPF 02 2 x 4 Loads Summary I)This truss has been designed forthe effects due to 10 psfbottomchord lire load plus deal loads. 2)This truss has been designed forthe effbels ofa balance]design snow load(Ps=23.1 ps0 forhips/gables in amordance with ASCE7-05 with the following user defined input:30 - psf gmund snow load(Pg),Matin Category C,Exposure Category Partially Exposed(Cc=1.0),Building Category 110=1.0),Tlrenrd Condition Cold ventilated(Ct=1.1),Roof Slope Factor(Cs=100)DOL=1.15. - - 3)This truss has not been designed @rthe efforts ofunbalanced snow loads. 4)In addition to the snow loading specified on this drawing this truss has also been designed fora moflive load(1'CLL)of 20 psf 5)M ititrwm storage attic loading in accordance with BC TMe 1607,1 has been applied Load Case DI:Std Dead Load Distributed Loads Merrber Location 1 Location 2 Direction Spread Stan Load End Load Tab Width Top Chd .0-84) 24-84 Down Rake 3 psf 3 psf 24 in Member Forces Summary Table indicates:Merrberm,rna CSI,rtax axial form,(rmx conpr force ifeliffcrent from na axial force) TC 9-I 0 038 17 lbs 2-3 0.374 -2,557 dbs 4-5 0.862 -3,529 Ibs 1-2 0.862 -3 529 @s 3-0 0.374 -2 55716s 5-10 0.038 1716s - BC 5.6 0.913 3,262 Ibs 7-8 0.825 3,264 Ti, 6-7 0.825 3 264 lb s 8-1 0.913 3:2621bs Webs 2-8 0.040 176 lbs 3-7 0.377 1,5381bs 46 0040 176165 2-7 0.449 -88916s 4-7 0.449 -889 lbs Notes: 1)When this wss has been chosen for quality assurance inspection,the Plate Placement Method per TPl 1-2002/A3.2 shall be used.Cq=1.17. NOTICE Acopy ofthis design shall be famished to the enx1ion contractor.The design ofthis individual truss is based on design criteria and requirements supplied by IheTmss Manufarturerand It.upon the accuracy Simpson Strong-Tie Company and cor pleteness of the infomp6on set forth by the Building Designer A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss cenponenl design shown.See the cpvpr page and the"hrportanl Infinartion&General Notes"page foradditional inforrmtion.All connworplates shall be trenufartured by Sirpson Swing--ate Conpany,Inc in accordanm with ESR-2762.All connector plmes are 20 gag,unless the specified plate sire is followed by a`-18"which indicates an 18 gauge plate,or"S#I8",which indicates a high tension 18 gruge plate. CALCULATION OF DESIGN WIND LOADS- MP1B&2A Mounting Plane Information Roofing Material Comp Roof PV System Typee --=- SolarCitySleekMou_ntT"V—t _ .� � . ; Spanning Vents ~No Standoff Attachment Hardware Comp Mount.T e C Roof Slope 220 Rafter Spacing F, ^24"O.G. # OP- Framing-Type Direction Y-Y Rafters Purin,Sp I NA T,x n Tile Reveal Tile Roofs Only NA Tile Attachment_Sy_stem _ Tile' Roofs Only 'NA - - - - - Standin Seam Soacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7 05 Wind Design Method _ n -_ __--_ - --Partialy Fulll E Iosed Meth d � --- - - - -� Basic Wind Speed V 110 mph, Fig. 6 1 L Expo_sure Category .. C- Section 6 5.6.3 --- Roof Style Gable Roof Fig.6-11B/C/D-14A/B MeamRoof Height r. ° h 7 715 ft. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor m Krt _ _ x__ _- - 1.00 Section 6.5.7 n Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance'Factor s; I k v° 1.0, w 4, .# ,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 -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC W„ " 0.45 fi 2 ° Fig.&IM/QD-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure Up Nun) -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS ' X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape _ 24" Standoff Configuration Landscape Staggered Max Standoff Tributary Area - Trib_ a 19 sf > .. �, - PV Assembly Dead Load W-PV 3 psf Net''�Wind UpUplift at T-actual ,. v �.. Uplift Capacity of Standoff T-allow 500 Ibs Standoff D me and Ca aci DCR 69.3%* , X-Direction Y-Direction Max Allowable Standoff Spacing 48" 64" Ma_x Allowable Cantilev_e_r _ _Portrait 20" µ3 to NA Standoff Configuration Portrait Staggered Max Standoff TriNtary_Area Trib - '02 -' 21 sf -s 4, sb - L PV Assembly Dead Load W-PV 3 psf Net Wind Uplift_at_Standoff T-actual' ' `` '`-3851by i , _ x• .. w Uplift Capacity of Standoff T-allow 500 lbs Standoff D meme and Ca aci DCR ` 77.0% a Cape Save Inc. TG' ti' OF BARN-'S3 , 7-D Huntington Avenue South Yarmouth, MA 026§4, i C p LiA111 ; , Tel: 508-398-0398 Fax: 508-398-0399 5dmu Aj.g 9/4/14 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 RE: Building Permits Dear Mr. Perry, This affidavit is to certify that all work completed for 508 Lincoln Road Ext,Hyannis has been inspected by a certified Building Performance Institute(BPI) Inspector. Ceiling: R-30 cellulose Walls: 1"Thermax on attic/house parting wall at the vaulted ceing All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o Iy off® Map Parcel Application # ,J Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Af Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address S 0 8 U n o o L a.... � �sxt Village /� 4� n A 1s Owner � 1Snf► Counsell Address 5&Lm°C Telephone 5 d$ 3 6� 6 q &N Permit Request !cAd R-30 ollA 65& +ha 4 c. Aire Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (s .ft} �-� _71 Number of Baths: Full: existing new Half: existing -r= pew Number of Bedrooms: existing _new =�" yr Total Room Count (not including baths): existing new First Floor R om Count Sri Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other = Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woodlcoal sto ?: ❑Yes 0 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) I (r Q Name i l�t, CC h.Pr Telephone Number Enq 398 0 3 9a Address License# `0 k4d 6 m I Home Improvement Contractor# `+ 3?b Worker's Compensation # W�W c 30 B 56 3 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 1 ot�r�n_ .`{'�► SIGNATURE DATE FOR OFFICIAL USE ONLY APKICATION# DATE ISSUED MAP/PARCELNO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: ��FO.UNDAT.ION =�r�:;�:-°=u�:;.r��c:E��rs•",. FRAME INSULATION FIREPLACE ELECTRICAL:, ROUGH FINAL - t _ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f , FINAL BUILDING: DATE CLOSED OUT ASSOCIATION PLAN NO. 10 Housing kinAssistance Corporation capC HOME OWNER WEATHERIZA71ON WORK PERMIT&FUEL RELEASE: PLEASE FILL OUT AND SIGN THIS FORM IF YOU ARE THE APPLICANT HOME OWNER. djt ?3;, Ck hereby consent to and agree that weatherization work may be done by the Weatherization Program of Housing Assistance Corporation ( herein after referred as "Agency" ) on ''the property located at: p L 50 The weatherization work done will be based on programmatic priorities and availability of funding and it may include all or some of the following measures: Weather-stripping & caulking of windows and doors, insulation of attics, sidewalls & basements, attic and other ventilation measures and possibly replacement of badly deteriorated windows. In consideration of the weatherization work to be done at my home I agree to the following: 1. I give permission to the "Agency" its agents and employees to travel onto or across said property with such equipment and materials as may be necessary to perform weatherization work on said property. 2. The Housing Assistance Corporation reserves the right to inspect the fuel or utility bill for the weatherized unit on an ongoing basis for no more than five (5) years after the weatherization work is completed. I have read the provisions of this agreement as listed and freely give my consent. Home Owner: (Signature) Date: Agent: (signature) / Date: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 1Q(1 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavits Builders/Contractors/Electricians/Plumbers :Applicant Information Please Print-Legibly Name:(Busincss/Organization/lndividuai): Cape Save.Inc_ Address: M Nuntington Ave _ City/State/Zip: South Yarmouth, MA 02664 Phone#: 50.8-398-0398 _. Are you'an employer?Check the appropriate box: Type of project(required) 1.Q✓ 1 am a employer with 18 4• Q 1 am a general contractor and 1 6. New construction employees(full andlor part-time):* have hired the sub-contractors Q 2:0 1 am a sole proprietor or partner- listed on the attached sheet. 7.. ❑Remodeling ship and have no employees These sub-contractors have g. 0 Demolition working for me in any capacity, employees and have workers' Building comp.insurance.- 9. Q addition [No workers'comp'.insurance p .required.] 5. Q We are a corporation and its 10.Q;Electrical repairs or additions 3.;❑ 1 am a homeowner doing all work officers have exercised their I LR Plumbing repairs or additions myself. [No'worke?s' comp:. right of exemption per MGL 12.M Roof repairs insurance required:]t c. 152, §1(4),and we have no employees.[No workers' 13.[Z1'0ther Insulation comp.insurance required.] `Any applicant chat checks box Al must also fill outthe section below showing their workers'coiiipensation;policy information. t Homeoivners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicatine:such.. tContractors that check this box must attached an additional,sheet show`.ing the name of the sub-conti-actors and state whether or iiot those ent.146 have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. L ain an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site nforination. Insurance Company Name: Wesco Insurance Company . Policy#or Self-'ins.Lic.#: WWC3085633 Expiration Date: 04/09/2015 �U� L1 . �--X� City/State/Zip:/ l Job Site Address: t A('0l A tY State/Zip tt"a t►i T„! Attach a copy of;the workers'compensation policy declaration page(showing the policy number< nd expiration date). Failure to secure coverage as required under Section 25A of MGL C. 152 can lead to the imposition of criminal penalties of a tree up to S I,500.00 and/or one-year imprisonment,as well as civil penalties in the fords of STOP WORK ORDER and a fine of up to$.250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. do hereby eerti under.the airs and Penalties of Pezi ,that the in orination.provided:above is true and correct. S'i nature: Date 8 5 - l ; Phone#: 5Q$-39$=b39$ ©ffcial rrse only. Do.not write in lids area;to be:eoinpleted by;city or town:official. City or Town_ Permit/License# .Issuing Authority(circle one): L Board of Health 3 Building Department 3.Cityrfown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Personz Phone.#: DATE.(MM1DDlYY'rY) ,�coRn CERTIFICATE OF LIABILITY INSURANCE `...�� 4/14/2014 THIS CERTIFICATE;IS ISSUED AS A:MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE`CERTIFICATE:HOLDER. THIS CERTIFICATE DOES NOT:AFFIRMATiVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE-OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If.SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemeriL A statement on this certificate does.not confer rights to the .certificate holder'In lieu of such endorsements. PRODUCER CONTACT Colleen NAME: Crowley Risk strategies Company PHONElaic,vo (71)986-4A00 FAIL No:1(761y963-4920 15 PaCella Park ;Drive ADDRESS- Suite 24'0 INSURERS AFFORDING COVERAGE NAIC* . . Randolph MA 0216t3 p INSURER'A:SeleCtlVE' Ins. , OE' Am@riCa IrsuREo- INSURERB:Safety Insurance Company 3618 Cape Save, Inc INSURERC Wesro Insurance Company 7' D Huntington Ave INSURER o INSURER'S South; Yarmouth. MR 02644 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1441475243 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. `POLICY EFF POLICY EXP ILTR TYPE OF:INSURANCE D R .POLICY NUMBER MM/DDIYY MMlDDlY LIMITS GSNSRAi,LIA81lm' EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES I:Z?occurrence)- $.. ZOO.,000 A CLAIMS-..DE Q OCCUR 1994480 0/1'6/201.3 0/16/2014 MED EXP iAnY one person) $ 10,000 PERSONAL&ADV.INJURY $ 1,00,0,,000 GENERAL AGGREGATE $ 2,000,000 GEN1 AGGREGATE LIMIT APPLIES PER:. PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY FX PRO X LOC AUTOMOBILE LIABILITY Ea BINEacciclem B1 L LIMI 1,000,000 BIR ANYAUTO BODILYINJURY(Per person) $ ALL OWNED X SCHEDULED 208200 1/6/2013 1/6/2014 BODILY (Per $ AUTOS AUTOS. ( ) NON-OWJED .PROPERTY DAMAGE. H112E©NJTOS N AUTOS Peraoddent $ X UMBRELLA LIAB X OCCUR .EACH OCCURRENCE: $ �-,000,000 EXCESS LIAB CLAIMS-MADE A AGGREGATE. $ i,boo,000 N2 1994480 :0/16/2013 0/16/2014. -- oEo �ElerlTiorl : S C WORHERSCOMPENSATION. Officers 'Included For VvLSTATU- OTH AND EMPLOYERS'LIABILITY YIN - X OR :MI R ANY PROPRIETORIPARTNERIEXECUTIVE Coverage . E.L.EACH ACCIDENT $ 500000 OFFICERIMEMBEP EXCLUDED? 14 N!A : (Mandatory In NH) I rM085633 /9/2019 /9/2015 E:L If yes describe under ,DISEASE-:EA EMPLOYEE $ 500. 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,600 DESCRIPTION O.F OPERATIONS!LOCAT1ONSIVEHICLES(AttachACORD101,Additional Remarks Schedule,Ifmorespaceisrequired) Issued as evidence of insurance. Issued as evidence of insurance_ Thielsch Engineering; Inc,. is listed as additional insured as respects General Liability As required by written contract_ CERTIFICATE HOLDER CANCELLA110N msong@capelighteornpact.org SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Cape 7�ight Compact ACCORDANCE WITH THE POLICY PROVISIONS: Attn: Margaret song PO BOX 427:/6CH AUTHORIZED REPRESENTATIVE 3195 Maim street Barnstable; M:. 02630 chael Christian/CLC ACORD 25(2010105) "` 019904010 ACORD CORPORATION. All rights reserved. 114025(20,1005)a1 The ACORD name and logo are registered marks of ACORD r_ KV Office-of Consumer Affairs and Business Regulation, 10 Park P1aza:Suite 5170 Boston, Massachusetts 02116 Improvement Contractor Registration c * �. Registration: 171380 •" ; Type: 'Corporation " } Expiration: 3/14/2016- Tr# 249649 CAPE SA INC. WILLIAM McGLUSKEY 00 7-D HUNTINGTON AVENUE SOUTR YARMOUTH, MA 02664' " ley Update Address and return card.Mark reason for change. scA i;e,.2onn-osn Address Renewal Employment ::Lost Ca rd ____^ V1ze tpome��raacueu�l a�'�'t�/P/lat:ra�ccaeGts, �. Office of Consumer Affairs&Business Regulation # License or""registration valid for'individul use only OME IMPROVEMENT CONTRACTOR i before the expiration date. If found return to: egstration: '4171380` "Type: '"' Office of Consumer Affairs and Business Regulation Expiration 3/ 4/2G16 Corporation I 10 Park Plaza Suite 5170 „ rr Boston,MA 02116 CAPE SAVE INC. tl - ja !� �.� WILLIAM McCLUSKEY ,3' 7-D HUNTINGTON AVENUE '1 SOUTH YARMOUTH,MA 02664, Undersecretary Not vali it signature Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Super~visor Specialty d License: CSSL-102776 ' W ILLIAM J MC CUSKE 37 NAUSET ROA6 West Yarmouth-MA:02 73 r J/ Expiration Commissioner AW- 06/28/2615 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel a 7c F7 d Permit# J Health Division Date Issued OZ- Conservation Division l �' � Fee 7w� Tax Collector o t21 D k- — N�_- = e2/L/ 8�pTreasurer (� � o��bl ly� � Planning Dept. SEPTIC SYSTEM MUST BE Date Definitive Plan Approved by Planning Board INSTALLED IN COMPLIANCEWITH TITLE 5 Historic-OKH Preservation/Hyannis RINIRON001TAL CODE AND ° Project Street Address Q Village A"Iot711 Owner ,�/isey, C�eeh��� Address _�Z,a6_�/ Telephone 7 75-- Y7� �G Permit Request 3.so0_sd c CIA,L4�z 7 �X/3 /�� ouSiG4 �. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation f g.�C� Zoning District Flood Plain Groundwater Overlay Construction Type c� Ldf Size �7 S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �j Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing L:__�? 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: 0 Yes ❑ No Detached garage: O existing ❑new size Pool: Cl existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes 4SNo If yes, site plan review# Current Use _72---�,' Proposed Use /7 BUILDER INFORMATION Name a.c,o ih1'¢S we A-- WC rna Telephone N mber� Address Sloz) l s .�' r-s"a vD� License#� e-7-1,0 or- Da 7b 6 Home Improvement Contractor# Worker's Compensation# Z �?yd ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /-� DATE y Da— 7 - FOR OFFICIAL USE ONLY 4 PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION:, , FOUNDATION FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH x FINAL Y PLUMBING: ROUGH I= Z-- FINAL r GAS: ROUGH 0a` FINAL FINAL BUILDING ' L3" ro it3 v DATE CLOSED OUT ; P x 7 ASSOCIATION PLAN NO. 1 0 la �► is' �� E�►.� .-s �N 3:€vru.T_. . pimp'D • '• - N E�, RE56 0.. W k " may, p j _ � � � �• { a A"? A•. N - - 144'1 E[-37 2 ��.� _ -�•. =�1��f �l�a�� 1 _ � Sao �t a cr- - FfJ.2TcpS`Q c:8 — - . ,._... �v�-�c�-ems` �.s.�� ►� O 1 A v � ►-� E S tD:S T OM t �GO�LET1 o �RorJr � 5 5iv� _! s F.�►� — o p N VATlow. M TO XT _ o Fl Nt e44IAPEW 2 /o. F���?,�-+ rGRAt7E '' O.V ER LEAGH :AREA 1 X'i r''1•••,����c$�-�F.' �,:' °c+d'S -- _ a �'`zF r3-- , 'S✓'� 4:`tA, .' ' ':�a' F '•'•1}.MAP. r M x 13 V,. T 7oubl.� aka �, �� 5 � b �x� �o�s�s ►� o e,_ a RESIDENTIAL BUILDING PERWr FEES. , APPLICATION FEE New Buildings,Additions 550.00. Alterations/Renovations S25.00 K Building Permit Amendment. S25.00 s FEE VALUE WORKSHEET NEW LIVING SPACE Z3 i�—square feet x$96/sq.foot 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) ACCESSORY STRUCTURE>120 sq. >120.sf-500 sf .$35.00 >500 sf-750 sf 50.00 >150 sf- 1000 sf 75.00 >1006 sf- 1500 sf .100.00 - >1500 sf-Same as new building permit: square feet x$961sq.foot= - x.0031= STAND ALONE PERMITS Open Porch x$30.00= . (number) Deck _x$30.00 (der) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool`. $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 (plus above if applicable) Permit Fee pcojcosc a/iCo -gi p Board of Building Regulations and Standards 4-=>> One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 117565 Type: Supplement Card Expiration: 10/19/02 PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD. TAUNTON, MA 02780 Update Address and return card. N1xr1< reason for change. Address Renewal Employment Lost Card ;,fir jl Board of Building Regulations and Standards License o-registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: / Registration: 117 Board of Building Regulations and Standards Expir�,pp-l-'--'nt Onc Ashburton Placc Rm 1301 Boston, 19a.02108 Card PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD. !�»� >p i .•h . ;% Y -.FT,r TAUNTON, MA 02780 Administrator Not valid without signature _'%�. (�nnri�in�ru,ru�/l r f. f�ra�rrr•�rrde/l;f BOARD OF BUILDING REGULATIONS k License: CONSTRUCTION SUPERVISOR *1, r Number: CS 076261 ,r Birthdate: 11/13/1964 «: Expires: 11/13/2003 no: 76261 u Restricted To: 00 JAMES MCCORMACK _ PO BOX 564 WAREHAM, MA 02571 Administrator CO -INF_ .RNT�TI NFO ` "SUNR OMS" a• Mass ach use fts_S ateBuilding'Code(780 CMR,Ap endizJ,Section Jl I2:31 �'Y The Massachusetts State Building Code (780 CMR) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to be filed as part of. the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CMR, Appendix J, Section J1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom" of any size, configuration,orientation, form of construction or percent glazing, but rather is only intended to assist homeowners in becomine aware of some of the important enercr conservation and year- round comfort.considerations involved in selecting and utilizing a"sunroom" addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"sunrooms"; included below is a non-required, open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a "sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO "SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and aasketina materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation- Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Coolina Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.1.2.3.1, requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the i ormation in this doc ment concernins sunroom comfort and energy conservation. t7 Signature of Actua uilding Owner Print Name Address of Permitted Project 6rdJ 77 Owner Address (if different than project location) Owner's telephone number • —�_--� The Commonwealth of Massachusetts Department of Industrial Accidents t. Wea®/I~00M. -600 Washington Street Bosfon;Mass. 02111 Workers' Compensation Insurance Affidavit name () ®/V to V u Svl 1 location: J j N �l0J/ /c-6T0 n S�'� ' 112 O 1 phone 9 7-7 -`�7Y I am a homeowner performing all work myself. _ I am a sole proprietor and have no one working in any capacity M_ra—m an employer providing workers' compensation for my employees working on this job. any name: address: 5-0 O y;i YC L 5 S'T7�rap I S/ L t/D- sjSY;—�/4'L1�/TD 1 - p b o L.,, f-L_P Copi;O,4 6 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address: --city: — phone#• insurance co companx name: address: — city phone#• - �neuran-o co polti7# "-�1ttseh-addibons}sheeta - ,�`._ _ _ Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/or one years'imprisonment as well as civil penalties in the form of s STOP WORK ORDER and a fine of 5100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify un er the pains nd penalties of perjury that the information provided above is true and correct Signature U� Prini name f�L - �D 3�)'L2 S Phone# a a a =h G official use only do not write in this area to be completed by city or town official c city or town: permitAicense# BuildingoUce1•i check if immediate response is required OSele[]Heacontact person• phone#; nOth (revised 3M P1A) G4 By Date / /_�Y Sheet Z�of, Patio Enclosures, Inc. "A11View" Rooms, "ComfortView" Rooms and Solariums Dead Loads Roof Systems: 3" Aluminum-over-Foam: 1.35 pounds per square foot 6" Aluminum-over-Foam, Three-Piece I Beam: 1.84 pounds per square 6" Aluminum-over-Foam, One-Piece I-Beam: 1.39 pounds per square foot Integral Skylights: add 30 lbs. for each skylight used Wall Systems: "AllView' Units: 20 pounds per lineal foot "ComfortView" Units: 35 pounds per lineal foot "CV 2 Units: 42 pounds per lineal foot Solariums: Glass & 3" Glazing Bars: 4.31 PSF Glass & 4" Glazing Bars: 4.39 PSF Glass & 5" Glazing Bars: 4.51 PSF Glass & 5" Glazing Bars with 4" Steel Inserts: 5.86 PSF CERTIFICATION: I hereby certify the following: 1. I am in responsible charge concerning the data contained herein. 2. The data contained herein is true and correct, to the best of my knowledge and ability. 3. I am qualified to prepare the data contained herein, based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the.data contained herein, to which I affix, my seal(s) below. Signature Date Registration Z_6 ,�lHOFAf.4 O yG c KARL A. SEM2PE.PEI ° Rirus m ci L 76 PS �G� LNG- /f A PEI Engineering Section 32 r .L By i Date s / Sheet 2 of 3 Patio Enclosures, Inc. "All-View" Rooms, "Comfort-View" Rooms and Solariums Snow Loads References: BOCA NBC Ch. 11, ICBO UBC Appendix Ch. 23, SBCCI SBC Ch. 12 S tNGLE SLOPE ROOFS SIG 10E--Ll'fl 1i�1 Trfnis,�i ve-rnnna 10'-ZD' a zP�(fi�c 51�'�roiind5 1Q One-Story Adjacent Structure Two-Stor� Adjacent Structure Ground Snow Load Basic (PSF) Dnftsng & Sliding X (ft.) Overhang (PSF) (PSF) Intensity (PSF) I 20 14.0 39.4 6.76 14.0 30 21.0 48.3 7.72 21.0 40 28.0 57.2 8.52 28.0 GABLE ROOFS ver�nr..a I erhari SL:d�n9 I Sl id1r+a Wid4h basic s<_ic Unbalanced Load Balanced Load Unbalanced Load Balanced Load Ground Snow Load (PSF) Basic (PSF) Sliding (PSF) Basic (PSF) Sliding (PSF) Overhang 20 1 17.5 5.6 14.0 5.6 14.0 30 26.3 6.9 21.0 6.9 21.0 j 40 35.0 8.2 28.0 8.2. 28.0 Notes: 1) Overhang is maximum 12" �OVI OF Ai j. 2) Slidin snow is from upper roof when applicable 3) Roof load is the greater of Snow Load or 20 PSF Live Load KART a RINAS N CERTIFICATION: I hereby certify the following: CIVIL 4067 1. I am in responsible charge concerning the data contained herein. �° 2. The data contained here is true and correct, to the best of my knowled e and abiiit, t, 3. I am qualified to prepare the data contained herein, based on my education and ©_ experience. 4. I am an actively registered professional engineer in the state(s) havin jurisdiction over the application of ie data contained herein, to which I affix my sears) below. Signature r�z;� i� Dates R2g:stration SBC-]2P5.7L: PH Engineering Section 32 ' ConjFidential ' Revised 1194 �v B , - Date Sheet Patio Enclosures, Inc. "All-Vie,W' Rooms, "Comfort-View" Rooms and Solariums Wind Loads References: 1993 and 1996 BOCA NBC, 1991 and 1994 ICBO UBC, 1991 SBCCI SBC, 1994 SBCCI SBC, ASCE 7-93, ASCE 7-95. "Components and Cladding" or "Elements and Components" EQUIVALENT DESIGN WIND SPEEDS Equivalent Fastest-tWe Wind Soeed" ! Load NBC 1991 SBC ASCE A-SCE Desciption Used Exp. UBC UBC 1994 7-93 7-95. (PSF) B or C 'Exo.B •Exo.C Coastal Standard SBC Exo.C Exo.C Outward @ Walls 18.0 73 97 74 67 86 79 71 74 C it-Hard @ Walls Adi.To Corners 25.2 1 75 103 78 74 96 87 74 78 I Outward @ Roof 16.6 75 89 68 1 65 83 76 1 70 75 Udward a@ Overhang 43.2 90 98 75 87 >100 >100 90 91 1 Uoward®Overhang Comer 43.2 74 98 75 74 85 85 72 72 1 MAX.DESIGN WIND SPEED N/A 73 89 68 65 1 83 76 70 72 1 EQUTV.,3-SEC.,PEAK GUST N/A 87 105 82 78 98 90 84 86 *If framing members are considered "elements and components" **Job specific analysis required for all coastal installations MOTE: ASCE 7-93 methods are acceptable for nationwide application CERTIFICATION: I hereby certify the following: 1. I am in responsible charge concerning the data contained herein. 2. The data contained herein is true and correct, to the best of my knowledge and ability. 3. I am qualified to prepare the data contained herein, based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the data contained herein, to which I affix my seal(s) below. Signature ` :/ Date Z Registration rl of 9 0 KARL A. Nm U RINAS N CIVIL 40676 �O S FG TE V SECI32PEP� AL lv --/g_�Q PEI Engineering ! Section 32 'Confidential" Revised 7196. I JUL. 9.c001 11:41RH 3:90 468 07R5 `IU.NL1 F. I/I - ID � VAIcJAMIDI)r") Co a CERTIFICATE OF LIABILITY INSURANC ,T1o1,2 07/05 101 RoaucER THIS CERTIFICATF-IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE:CERTIFICATE rho James B- Ogwald Company HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1360 East Ninth Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. "1Qv'eland OH 44114-17 15 INSURERS AFFORDING COVERAGE Phone: 216-622-7400 FaX:216-•241-4520 IISUREO INSURER A! Centennial Insurance Comp an INSURER B: ATLA=IC MUTUAL INS CO ...- Patio znclo10urgl Inc INSURER C: . 500 Myles Standish Blvd INSURERD; Taunton MA 02780 INSUReRI-: COVERAGES THE POLICIES OF INSVWCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABovR FOR THE POLICY PERIOD INDICATED.NOTWRI/STANDING ANY REQUIREMENT,TERM OR CONOITIO14 OF ANY CONTRACT OR OTHER DOCUMENT VATH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED RY THE POLICIES DESCRIBED 14EPEIPI IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, F�OLICY EF VE POLI Y FC4TION 11J - TYPE OF INSURANCE POLICY NUMEIF R DATE M DATE MMID LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ -1,000,000 07/05/01 o7/05/02 FIRFDAMAGE(AnY one 118) $ 50,000 A i x) COIv)MERCIAL GENERA-LIABILITY 299404781 - CLAIMS MADE l XJ OCCUR MED"P(Any on•parson)_ $ 5,0 0 0 PFR90NAL&ADv INJURY $ 1,0 0 0,0 0 0 I I - GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PI30puCTS-CoMPIOp AGG $ 2,000,000 POLICY JEc Loc Ben. 11000,000 AUTOMOBILE LIABILITY COMBIN[D SINGLE LIMIT �g 1,000, 000 A X ANY nuTo OG 299404791. 07/05/01 07/05/02 (EVcidenl) ALL OWNEO AUTOS BODILY INJURY g (PorP-oon) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY $ (Per occldon0 LNNot4:,OwNEO AUTOS PROPERTY DAMAGE $ — (PPr occldnrl) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ _ OTHER THAN EA ACC $ ANY AUTO AVTO ONLY: AGO S Excess LIABILITY EACH OCCURRENCE S I OCCUR L.. I CLAIMS MADE AGGREGATE $ DEDUCTIBLE s ' a RETPNTION S WORKERS COMPENSATION AND � '[ORT LIMIT& _ER . .- _ B EMPLOYSRS1LIABILITY 400525292 07/05/01 07/05/02 E.L•EAcHACCIDENT $ 500000 E.L.DISEASE-EA EMPLOYEE S 500000 E.L,DISEASE-POLICY LIMIT 6 500000 I OTHER pESORIPTION OF OPERATION&LOCATIONSNFHICLES/EXCLUSIONS APDED BY ENDORSEMENT/SPECIAL PROVISIONS Workers' Compensation is applicabla in all states except Ohio, CERTIFICATE HOLDER jN ADDITIONAL INSURED:INSURER LETTER:_ CANCELLATION BLANK-1 SIIOULO ANY OF TTIE ABOVE DF?SCRIBED POLICIES BQ CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTnCATR HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 90 SHALL IMPOSE NO OPILICATIO14 OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIV"• -�C✓c.(��it1�-- , ACORD 25 S(7197) OACORD CORPORATION 1988 The Town of Barnstable 9 ��g Regulatory Services &bs9. �m 4''°rEo►r►n+• Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 ce: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction.alterations,renovation,repair.modernization.conversion, improvement.removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors.with certain exceptions,along with other requirements. Type of Work: ¢ Estimated Cost Address of Work: --D 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 []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED. CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL.c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. � 4— ���s�✓ter Date tractor Name Registration No. OR Date Owner's Name 1 GC7T 440 14 0. 0 i 41 17 Sol i fi w� 3d �z OFDUN© q1 N 8o"± N ti 1+ THIS [.oT Is /V4T pv,eA`'F Ad 34-Z) 7"7-1 E-. A4- 0 7D RZ.A 1lU c On/fNow OF .r �.� co L? e 0.4*7- t3�/NG L.OT 41 ,q�5 sH0W/V 0AJ EVE c HINCKLEY r 2 "4re! .ev.' drArA 'T/FT' 7-NI97- rX4,4F Av/L...M-,, ► CT Ib. U81 .WAOO'w^✓ wAIP.er-60" APAID 7WA7' iT *Qt�li¢�ph Agll �►r✓ A . r .v cum E: 0 g� 4.01AJ _ GL/�L L ,�, /N:2 Vsessoyel, map and lot number ,• l �y * POTHE ry I/f� Oy i Sewage Permit number. .......... .4g/ ....1. 7........................ SEPTIC SYSTEM MUST 91 ' `# r . �� w Z HJflHSTADLE, i 4 M House number .... ©................:....: LLED IN COIVIPLIAN6 9°0 639 WITH TITLE OwnYa�a TOWN 'OF - BA.I:F �1t- Ake y . eP E I ill . BUILDING INSPE9TOR APPLICAT ION FOR _PERMIT TO j( F h N!k.k? ? ® ! ..::,ST6. I� i.:.....lJ cL.........................:......... TYPE OF+ CONSTRUCTION t ...—°2 ................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according tto the following information: Location .. 8 .:./., ..... �N.�°6 . . ....: ...! \..�..... .......y 1u1V%.5 .:... a .. ............ ProposedUse p�N�-...fit... ...s�' ............... ....................:..................... ............... . .:..:... ....... .............................................. Zoning District ........S.C..1.... .....................Fire'District ............ ...................................... ............. f'ucr NE l".duqu�7i-� Name of Owner .wi L. !isD...Fr..p .(ZdN.....................Address .. ��.. b:... ! !' .... .............10�66� Name of Builder a.... ...Address .f G tt.. ... Nameof Architect .........:........................................................Address .................................................................................... Number of Rooms ....................Foundation .......... �.�.. : tb��.... .. ... Q.0-P......q.A.1 N6 LG�S g j►.A....T .... /�I.�i...�r '.5................ Exterior ` LL Floors ......woo, ................................................ ...........Interior.. ' . .. .� Nd L: ...... Heating Awt.Ai� ....... .....................................................Plumbing .............y&..�,?... ..... .......... �.........:.....:.. .. Fireplace .......... .. ..............................................................Approximate Cost ............. 4��.... y ......... Definitive Plan Approved by Planning Board ________________________________19________. Area .......... .... .......................... Diagram of Lot and Building with Dimensions Fee ........1... . �r.. ... ..... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam .......... ..?.. . ,;_ DRON . . Single Family Dwelling | ' ' _°.----.--.-..-~--...-----'--...- ' *. ,14 ' Lot #4I 508 I'i000lu Road IC�t ' Location ................................................................ ^ - Hyannis ____,.--_,__,._,_,,_.___,____._.. Eugene E. Duquette & Wilfred ]I. Pe����` wrier - -.--._._---------------.. ' ` ` Frame Type of Construction -------------- ~ ^ --..�—~----.------------~--.. / ^ Plot ............................. Lot ................................ . . PermhGron�e6 -.D�ar.�]z...27.x----lV Ol / �� ~ | Date of Inspection -----. -lA~"*" -q�� . - ^ / / . PERMIT RE FUSED _--- .;-.-----._---,. lA � -_. .�� ~ /�� ,_ ` ................. . .`,~.--.-------..--.---.. ~� . . ^-.--.. . .......................................................... =� . . ' --~.` .��--~-..-..^.-~.-.,�..-../.-..,.. -----../�.-.--.--.....-.~.-...---...- � ' ____------------.. l9 Approved ' . ' -------'------^'`------^^^'-'-- ' 1 . - � --------------------^^^^^^^'^��' 1 ' ' | � } 6o-r 42 I � ' 140. 0/ ' - 41 i 7, 5,04 36't 0 co Nc. Q OFoumo N �' 80•} � ti 1+ � /4 O• l0 / ' � 7-H/S LOT /S n/OT / N S LDR5. THE ZcON6 . OF C�9P, ",COIF /hJG. �EFE°LC`�t/GL�t B C1 AJ e 6,5 .sN o tiJAJ o" �&YN of*All, 7 o B 8 HINCKLEY 2 NO. liBf "7p SAV40Wt✓ Opt/ rAV S P1_4*A/ /S LOCqT'ED ON _yes- C fO(�,vt7 A3 3.NoW.N N@CCO�/ !-i.Vn ryAT /T �t DIES CO.,1F-C>g .I 7�0 7 Av A to.vi.v G �e8T ea y04 ' r/,iE Tt�W.v o,� ��/eA ,T7 SUEty�• N/tI@.V CO.VCi' T.E'GI�C'TE D. ' LCw ABM .ILL b/riTi�� BE.'G. LgA/D .S[/�VC'1�0.B t _ TOWN OF BARNSTABLE Permit No. __-_22957^-- Building Inspector sansnaac ? Aga ° � '�,�€ Cash _---__---- OCCUPANCY PERMIT sons NXX o 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,tiNo building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Exi ene E. Buquette.-& _Wilfred Pdrroa - . . _ . . . . Issued to Address Sr'aaat A Lot #41. 508 11nooll-n .Road Ext. _ Hyannis Wiring Inspector. Inspection date Plumbing inspector Inspection date Gas Inspector Ck)n 04:;;,� rf-��� ,�, Inspection date A..Engineering Department y�,,a,,je+C '�i r�I7f Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL j NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ..... .._. .......................................... _. yBuilding Inspector i Assessor's map and lot number ..:. ,sue Sewage Permit number '' r, g I BAR3STADLE. i House number .......:�.a......................................................... 9 mum � �p 1639. \00 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO •�.�i3!41?....f� 7 �s w..> :� � ... L;!&.u,� N t......... ................................... TYPE OF CONSTRUCTION .......W1...9j" JL? -!!' 47 . ........................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location . .......`Il...... ' . /.�"?�?�� /•j...... ... •' i..................` / Mtn,; .......: ..:... ... 4 as '/C� J ................................................ ......................... ProposedUse ........:.-`?.r.b.:.......1.... .................................................................................................................I......................... ZoningDistrict ...... ..R. ... .. .............. .....................Fire District .............................................................................. 6~ r�,1G .�ct uC r tJ Cn Yi L: f {tl�G �?,. . ..... t nit �r /1!i? � (tv II' Name o Owner Address Name of Builder ,l.uJ:dr, /! / r�rf t?lrll rrl' . .........Address Z�90... �"�n tr �ttit� �. ................ Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ................a.................................................Foundation flZ. :. k' t._` )4 ............................ Exterior .... �/r)r1 ...... I.N. '........................Roofing .......:. . .. .:.. .. ........... Floors .......�Q•.:> / ..............................................................Interior ;. �"�� .I`J/.. ti ( .• ' I!vC)�l.� (/ 1'-" ' r Heating r!..?... .. .! I ..................................................................Plumbing ...........f° ...:...................................................: Fireplace ..:....... !". ...............................................................Approximate Cost � . Deb ' ....................... ............................................ // Definitive Plan Approved by Planning Board ________________________________19--------. Area .+....................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH IM I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ,l EUGENE E. DUQUETTE & WILFRED P;ERRON 272- " `-6 ... Permit for ...One Story ............S.in!j.le...Fami1X Dwelling Location „Lot,. #41...508„Li.n.....co.ln. Rd � .... .. .. .. ..... .................HY.annis.............................. Owner ..Eugene E. Duquette. & Wilfred Perron ...... ........... Type of Construction ..Frame........................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ,March 27, 19 81 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ :o n ....................... Z......................... Approved ................................................ 19 ............................................................................... ............................................................................... 1 f i fEMnW GABLE I I kW WIU6 WIT 0 d 0.6. l , // // fEMP9990 W6ULAfE0 GLA55 UV6 W/6CUe J a � 1 I i EX(SThIG 05U 3' x 3' TEMP. OOUBLE-PAVE IOULATEO bLW e00F PkgJ trP. c PLACES 9-WALL eL�VATIDIJ I b" ALUM. CLAD FOAM e00F Nd- tEMPEeE011J511LAtE0 // // I �/ EX15TIf<I6 6LAS5 UIJITS W/SCeEEiJS 5 51 o TEMnaO IOULAZ GKA55 &EEWALL UI`IIf Q M I� EXISTI�(G OrCY A-WALELEVA110�1 ►� o eEv. 02-01-OZ L-WAL� ELEVAfIN 0 c14 IJ01E5 DRAWN I. CA5 WOM; WHITE IU CoLoe, THIS DRAWING IS THE PROPERTY OF PATIO VIUG A. CDMU 2. COUSf?UCT EULLOVE N EXISf% OECK. ENCLOSURES, INC. ALL Rkl'HTS RESERVED. Q m 3. Flo HEAT, PLUM1110, 02 ELECT&AL V P.E,I. DUPUCdT14N OF THIS DRdWING ATE ENCLOSURES INC. 08 LIEIGOLIJ CO. EXTErl1 oQ IN ANY FORM IS D(-30-OZ ® WYAI IWIS, MA, 02601 4. o.s. TO G1?AOE; LOCATIOt`I t0 6E OEtEeMIfJEO. NOT PERMITTED WITHOUT THE EXPRESSED SCALE 500 MYLES STANDISH BLVD. 5Q���15•���}I WRITTEN CONSENT OF PATIO ENCLOSURES, INC, TAUNTON, MA 02780 114 �I-Q (508) 821-9339 JOB NO. -_ _ 10 A Note: Where shown. 10 10 E Note: here ? shown. C 10 _ — e Required w/ Transom OPP. (�� Required w/ Transom OPP. 2 2 2 2 2 OPP. 2 4 OPP. 4 B B O P. D 4 D OPP. 1 A 2 2 1 i E I 2 2 C 1 1 — — OPP. — OPP. Single Slope Roof Enclosure Plan View Gable Roof Enclosure Plan View Note: Where @ shown. Note: Where shown, Note: Where shown. Note: Whore @ shown. Required w/ Transom s � Required w/ Transom I E C � Required w/ Transom VU �' Required w/ Transom 1 — A 15 ! 18 17 17 p 0 1s � is 1 2 2 1 10 2 1 1 4 1 10 2 i OPP. ji J L—I Wall Elevation "A" & "C" Wall Elevations "8" Wall Elevation a "A" &. "C" Wall Elevation 4 GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW" THREE SEASON ROOMS 5 NOTE. Details on this shoot are also In section 500 of the "All—View Rooms Engineering Manual" 7 8 7 — —_ _ 720 EAST HIGHLAND ROAD Typ ca RESl BICLOSU INC. P.O. BOX 186 • MACEDONIA. OHIO 44056 Varies a (21e)468-0700 FAX (21e)487-4297 s = SCALE: NONE DRAWN: RWK DATE: 04/30/99 9 9 +OF REVISIONS orpc—ft—",w KAMA. APPROVED BY: Concrete or Wood F1car Fame cift SIGNATURE P.E. REG. NO. DATE Footle Per r g r Local Cads _ Footing Per Local Cade •• Section A Section B 01 ALL—VIEW ROOMS PEI ENGINEERING — SECTION 17 SHEET: 1 12 13 Anahor@�d 4�ReRu o any wal t1 Expander O Floor 1 1/ ' et we O Intarmeefote Paints Ia x 1/2' TEK Scnrws O Tap 12 lrin Staggered O 18 O.C. and Bottom Each Side �- View H a 1e x 1/2' TEK Scrwn O V1eW A - 14 T&B �+ swan Expander O Floor Expander O Floor Varies TYP cat � d°ew' O _*T a a #e x 1/2' 7IIC screw@ O act 1 1/1 limn. 1 1/ r Mtn. j 1 1 ' Yin. 1 1 2' Iran. J Ridge Beam II — ie x 1/Y TEK sar@w@ O T&S -si- 'I'-' �'L.L. Comer 9 Ja x 1/2-nX Screws O Top. (2) Anehore (lypieal) ng Between Units 1/3 Up 3l 1/3 Down Bottom: Both Side@ 111 x 1' TEK Screw@ O Top, 1/3 Up & 1/3 Down. and Bottom Concrato or Wood Floor Concrete or Wood Floor Detail , " Detail 2 Footing Per Local Code Footing Per Local Cods .. Anchors O Corner Poet: ••!* Una 1/4' 0 x J' 4 Lag Screws w/ Washer@ Into .Wood Use 1/4' 0 x 1 1/4' Lg. DrW-Fire AnchorInto Concrete Meteor@ At Ganging Section C Section Anchaq 0 ["t Una 1/4• a x 3- Lq Lag screw, ,,� wood Use 10 x J 4 Has Head Into Woad Uas 1/4' tr x 1 1 4' Le. DnLe-•Pin Anchors h to Concrete Uee 1/4' 0 x 1 1/4' Lg. Drlw-Pin Anthem Into nerete 2 Required O Wdl Poe - 4x4. 4xe, Exe, or (2) 2x4's (4) $8 x 1/2' TEK Sa w^ Archon - 4 Required O Fearing 'Alai! Notched Aa Requied To Fit in Expander (4) �8 x 1/2' TE7C Senswe, 1x3 Tube 3x3 Extruded Aluminum Post (2) �, �s (2) Each Side [;T Tube (4) 18 x 1'M Screws, Expander O Fl ) >�8 x 1TIItSExpander O Flaor 2 Eadt Side ) ,8 x i' I screws. _2' TEK Serowe • (�}- 1 x 4 x t ( ) Expander O Floor T. L & B Each Side - x 1 3 T. IA. & B Each Side (2)- 1' x 4' x 1/e' x 1 3/4 Lg.Expander O Floor P inn Each Side e Each IlIr de /4 4 Anchors, 4 Required Total. (2)- 1- x e x 1/8' x 1 3/4' Lg. Anchors, 4 Required Total. (2) Each Side (1) Each Side Anel�or@. 4 Required Total. (1) @sett Side (2) Each Side (2) Each Sida 1 1 lY 1Qn. 1 ' Nip. (2)-J8 x 1/Y TER Screw Ganging Batween Units _ Notch Ganging An Required a Top, Yidd14 & eatiam Each S1de �) T!M. 8 Each Side TEK Scraa ( )- � x 1- TEK Screws, Notch Gan 4- 8 x 1 8 ging As Rewired To lnetall8 TEK Screws And CiQ (4)- x 1/2' TEK Screws. (2) Each Side To Instal �8 TEK Screws And CifQ ( ) � 2 Each Side Serm.ra, (2) Each Side ( ) Comer Pont. Notched To Fit Espandar Detail 3 Detail 4 Detail 4 Detail 4 Anchors At Ganging Anchors At Ganglnq Anchors At Ganging IZZY Anchors At Gang" Una 1/4' 0 x 3' Lag Screws Into Wood Use 1/4' 0 x 3' Lag Screw @ into Wood Use 1/4' 0 x 3' Lag Serowe Into Wood Use 1/4' p x 3' Lag Screws Into Weed Use 1/4- a x 1 1/4' Lg. Driver-Pin Anchors Into Cam Use 1/4. 0 x 1 174' Lq. Drive-Pln Anch.,s Into Concrete Use 1/4' 2 x 1 1/4 Lq. DrNa-Pin Anchors Into Concrete Use 1/4' 0 x 1 1/4' La. Drhre-Pfn Anchors into Cancr. Flashing GENERAL. STRUCTURAL DETAILS FOR PEI BALL—VIEW" THREE SEASON ROOMS strucb,ral Snieone sealant NOTE: Details on this sheet are also In section 50O of the 'All—View Roams Engineering Manual" Anchare O 19' 0 Tab/Hanger Assembly \ 7720 >=Asr HIGHLAND ROAD is x 1/2' M screw. ENCLaSURES,IHC. P.O. Box 186 MACEDONIA. OHIO 44056 2 into I( ) Beam Cannee$ng Panalar \ ® (216)488-0700 Fax Both 31dem Gzte)487-4Z97 Struehunl 91icans Seale NOTE: SCALE: NONE DRAWN: RWK DATE: 5/3/99 _T ;•�. Existing Structure The plans, elevations, sections and details contained herein are OF, REVISIONS in accordance with information contained in "Product Engineering Manual an 'Alt—View' Three Season Rooms' as published by Patio ttAaLa APPROVED B Enclosures, Inc., Macedonia, Ohio. limitations for product usage 8 FaNAs co RearPanm are contained in said Product Engineering Manual". See individual /j Detail 14 4� job submittal for specific projections, unit widths and wall heights. s SIGNATURE P.E. REG. No. DATE 5 Remove siding If Necessary Anchors Use 1/4- qt x 3' Lg. Lag Serowe into Studs ALL,-VIEW ROOMS Uee 1/4- 0x 1 1/2' Lg. Lags r/ Lag Shields Into Concrete Block or Brtck /l—Z¢��Q PEI ENGINEERING — SEC71ON 17 SHEET: 2 19 x 1/2' TEK Serene e. (2 Into I-Haam Connecting PanaL T&M #E x 1/2' T17S Screws ThnJ - aturat Simons Sealant One Side Of Each I-beam Into Header Real Panel Is x 1/2' T Scram e x 1/2' TEK Screws. Roof Pand TEK we Roof Panal Staggered 0 10' O.C. 2B Sawn,0 Fascia catio an. nd 0 Monger, (2) O Each 1-Hearn. (1) O • Each End Of Header Structural Silicone Sealant Z s 1/3 Pia. Batsman Monger !t . Each Side of I-beam Header Location (Max. V O.C.) structural Silicone Sealant O Top (Typical) Me 3105-1.1174 Alum.. T&s Fosclo )e x 1/2' TEK Screws At Endo. Structural Silicone Sealant Is x 1/2'TEK Serowe • Structural SZQeona Sealant 7/18' O.S.H.. TAH (Optional) and Unit Gangings Ganging And Each Emit cap structural sAteone Sealant O Each t-Ream.Mr d(1 O Partal Cath 3 p 80 ng c 1.5 PCF EPS Each End of Header i8 x 1/2'TEK Screws 0 lir O.G Glazing Tape : Numbsan 1-beam 1/2' x 1' x 1/18' Cardinuau 1 �, Rallhtg Door Unit Framing Header Assembly wing Panel— Aluminum Angie /m COode Regtdres� 3' Nomtnai Thickness i8 x 1/2'M Serea In Roof Pond (Typleal) And Out At Unit Ganging And At Each En& is x 1'TEK Screws 0 18' O.C. Detail a Detail 7 Detail , Detail a Wood Ridge Ream size and J Members as Requtred Rem Siding As Necessary Aluminum Flaahing As Required ove - 3' Nominal Thickness Wing Panel ,-: ' 1/2' x 1' x ills' continuous 1 n Coda Requires Aluminum j Exfalin/5truet�ro• structural 9tTenna Saalairt Aluminum Angle shim As Required 1/4 x 3 Lag Serowe Glazing Tape Fk=Mn O 1 B' O.C. }8 x 1/2' TE( Screws O i tin O.C. Glazing Cop �8 x 1/2' TEK screws O !],polder A Teti dt Hanger Assembly Sta94ared a Cppodts Sid® #8 x 1/2' lEK Screws A Top, Middle, and Bottom, Typ• Bath Sides f8 x 1/2' TEK Screws, H. Both Sides chore A 18' O.C. sty 2) Into I-beam Cormeeting is x 1' TEK Screws O 12' O.C. GGaanginlg And E End:"TEK Scram O Ganging And Each End-,Both Sides Side Rail Of Rolling Door Unit SiRcane�eamnt Panafa; TSB. Typ. i Bath Sides #B x 1' TE< S ''.•_' �• �;'• Roiling Door Unit Framing 0 12' O.C. Rolling Door Unit Framing D Eta I l 1 O _ Roof Pand Aluminum Flashing Anchorm. As Required Use #8 x 1' TM Seraws Into Sheathing Detail Detail 9 Una 1/4- 0 x 1 1/2' Lg. Nylon Anchors, rap-le. Detail 11 Equivalent Into Concrete Black or neck. - GENERAL STRUCTURAL DETAILS FOR PEI WALL-VIEW" THREE SEASON ROOMS Ridge Beam Size and J Members as Required NOTE: Details on this street are also in section 500 of the 'All—View Rooms Engineering Manual" Aluminum Flashing As Required Structural Silicone Sealant 720 EAST HIGHLAND ROAD Flasht 1/4' x 3' lag Screws JEENCLOSURE!SI�NCJ, P.O. BOX 186 MACEDONiA, OHIO 44056 0 1e' O.C. (216)4b8-0700 FAX (218)467-4297 Tab Flangar Assembly Staggered 0 Opposite Sides Typ. Both Sides 8 x 1/2' TEK Sawn. NOTE:- SCALE: NONE DRAWN: R`NK DATE: 5/1/99 ctural stru 2) into I-aaarn Connecting silicone Sealant Panda T&B. Typ• The plans. elevations. sections and details contained herein areoF. REVISIONS `' in accordance with information contained in "Product Engineering Manual on 'AIL—View' Three Season Rooms" as published by Patio APPROVED BY' Enclosures, Inc., Macedonia, Ohio. Limitations for product usage ° a ae • are contained in said "Product Engineering Manual". See individual /��d D Root Panel jab submittal for specific projections, unit widths and wall heights. ' Aluminum Flashing SIGNATURE P.E. REG. NO. DATE As Required _ Detail 11 ALL—VIEW ROOMS 7 �� -Z41 OQ PEI ENGINEERING — SECTION 17 SHEET: 3 Extruded Ridge Beam Assembly Ridge Beam Lacadam Wood.(Not Shorn) Wdgs Beam location, Extruded Aluminum (Not Shown) Hanger(W Bo Sidd" sttuctswsi 3111cone Sealant Extruded Akmdnam Ridge Beam Strucbunl Hanger Assembly St1[was ( Both Sides) sbuelural S111coae Sealant Structural '. .i ' •Y�' •� Portion eneove Portion slQaons $ .r• ;.ti •s',J,;�: lad Ridge Beam laf Ridge Boom .J 1 if NoY. 1Q I H Necesfaryj •! t.:�1 • •�J:. .fit 1 1 L L%-• O e• '' r••:: Fan I I (4) — fa x 1. M Screws, 1D O (9) — ifs x 1• lEK Se+erne • •• fa x 1/Y• nx screws. I I ((2) into 1-8 (2) Each side (4) Each awe uu I Connocerg Panels). T&A k12x3 Expander, or Comer Column. _ Road P is x 1/Y IEX Screws. �Orn'r � 1 Lop !(2) trtta t—Beam i. ° 1/Y Lq. 'FIB. a 1 °Ra°'" Connecting Panels). T&A 1yp. Pook U4. 4xa.2x4 (4) — f 1 o x r' wood Screws Post: 3x3 x 1/a• Extruded Aluminum, or (?a s or Cartier Poet w/ 1x3 Tube Detail 11 Detail 11 Detail tz Detail View A :Y View A 1z- Ridge Beam. Extruded Aluminum or 7/Socurely Location. Extruded Aluminum Ridge Boon Loeallim Wood (Not Shown) Wood (Not Storm) Extruded Aluminum or Wood Raba Cut Awry Wei! of �q Howe Ridge (Not Shown) Joist Hang Wood Screws. A• Required and �� Mer AluminumBeare ��(N t Shown) (8)— 1/V x 1 1/Y Lg Lags CompfeHon Or Connection 2%3 Expander. or O . 3 1/2' Lg• (;)— (2)• TEK Sam E Sad Underside of Roof (4)— 8 x 1' TE7c Sawa 2x3 Expander or 4x4 Waal Pest. Connect Confer Column' 3• Ls- (a)— f8 x 1/Y (Height varies) 2) Each Side To Bandboard (4) — f10 x Y Wood 2)— 2x4'e. Length an Required MX Screws Panel Cap O O (4)— f 1 a x r Wood Screws 1/{ 0 x S• Leg. Lag Screws nnteet Securely To Costar Tie (4) Each Side O Each Stud. tilt. 3 Studs Collar Tles (2) 2xd Woad. 5-?--r CCansir. (aTade Post: 2x4r Between exist e • 1 Wood 4x4. 434 fbtS. or eam) 1 TEK Screws. Exist Wood 2x Banaboard ;}—fe x •) 2x4)-- (Fa Wood Ridge B stead 6e Past (ZYP-) I 1 l I 1 1 1.1 1•I I•I (Z(2)_ f E x 10 (2) 3X3 bum O O (2) Each Side O Exit Structure 2 ►•1 I e 1 1 e! TE'iC Screws (for Extruded Alum Rdge Beam) o Exhrdng House T. M. S B Each Side 3) Comer Post w/ 1x3 Tube ' t 8' ` 111^---j (for ESdruded Alum. Ridge Beam) Exiatbt9 Wood 2x Bandboard O Exiting Structure Attach (1) 2x8 To House w/ Lags As Shown And " 2nd 2xd To 1 at Detai Detail Detail l 1z Defiail 13 13 t 3 13 ew I Vi - - - - 3 Rid" Boom La=dm Extruded Alumlaurn GENERAL STRUCTURAL DETAILS FOR PE1 ALL—VIEW THREE SEASON ROOMS or Wood Qaot Shown) NOTE: Details on this sheet are also in section 500 of the 'All—VIeW Rooms Engineering Manual" 2x3 Expander. or Comer Column. 3 1/r Lq. (4)— fs x 1' TEK screws, x4 Wood Post 720 EAST HIGHLAND ROAD (2) Each Side /�,a�rs e's, 0.C.Structure 1rlCLOSURES INC. ® P.O.0488 a�oo • MACErI AX(21:467-4297 10 x 2 Wood Screws 1/4• x 3' Lg. Lag Serewe into Wood _T_ 1/4' ti x 3' Lq. Lag screws w/ Lag SCALE: NONE DRAWN: RWK DATE: 5/3/99 Shields Into Concrete Block or Brick NOTE: Notch Post To Fla inside Expender The plans, elevations, Sections and details contained herein are OF A REVISIONS (4)— fe x 1 in accordance with. information contained in "Product Engineering, TEK Screws, 2x3 ae, a � (2) Each Side camer°cc urns, 1/2 Lra. Manual on All—View. Three Season Roomsw as published by Patio APPROVED BY. Enclosures Inc. Limitations for Macedonia, Ohio. Lm product dons p u t usage w 9 RI cis are contained in said "Product Engineering Manual". See individual t ���'� 1�00 r(4) - 1/�• x 1 1/4• La Drive-Pin job submittal for s eciflc Anchors Into concrets J p projections, unit widths and wall heights. B (4) - 1/4• 0 x 3' LA• Lag Screws _ SIGNATURE P.E. REG. NO. DATE Into Wood Detail is ALL—VIEW ROOMS PEI ENGINEERING — SECTION 17 SHEET: 4 Ilex e Log Screws Thru Roof Flashing As Needed (Ancho /4' 1a x 1 1/2' Lg. Nylon An B.Anchors Into C. or Sr. "H'—Channal Panel into Panel Cap (3) — 113 x 1 TEK Screws O 'H' Height structural Silicone Seaton (3)— #8 x 1' TEK Scram into Weed Roof Portal Pond cc Ridge Beam Post is x 1/28T C Screws Anchors At 'H' Haight O ¢8 x t/2'TV Screws, Each Side Structural Silicone Sealant \ Thru Wail Expander Into 'H'-•Channel Roof Panel v r •.• Staggered Mchors O 16' O.C. a latch to Post Nn' Side Rail Wall Expander 'H•—mannel #6 x 1/2' TV Screws, Thru Comer 10, Post Into Panel Cap Flange. lyp. Each Sid �8 x 1/2' TEK Serest. Each Slds Expander (Modfflad) ing Structure Thai Corner Post Into V—Channd Remove Siding if Necessary etch Cut Comer Pont At Roof Pitch Angle Use 1 4' 0 x 3' 4 Log Screwe Into Studs. Use At iie O.C. Use 1/4' $ x 1 1/2' Lg. Lag i¢ Lag Shields into, jn �x 1 1/2' Lg. Nylon Anthers trrta C.B. a Br, Comer Pant Concrete Bkudc or Brick to x 1' TEIC Screws Into Wood Detail 14 Detail 4-sN Detail 1e Detail ri7 EXTERIOR Glass Width Member. Transom Unit #8 x 1/2' TEK Straws O TB'B Each Side AGIkawa Width Member. Transom Unit (2) Expanders Structural Silicone S x 2• TEK Screws O 18' O.G Floor Expander Structural Silicone Seal �B x 1' TIX Serowe O 18' O.C. Sealant Between Memb1x3 Tube #8 x 1/4' TEK Screws O Top a Bottom (2) Each Side Screen Width Member, Tad Master Frame Member, Screen Width MembTop Master Frome Member, Screen Unit Sliding Door Unit Frame Screen Unit ) Sliding Door Unit Frame azIng Tape (Nat Shown) tlaee Tap Rall Member, Not Shawnlase Top Rail Member, Ro1Tog Door UnR Rdllog Door Unit 1/2' x 1' x 1/18' 1/8'.DS, Gkura, or At Coda Requiros Side Raffle For Glass Kneewall Man Width Member, tCaes Width Member, Continuous Aluminum Angle. (2)- 8 x 1' TEiC Screws T Fixed Glass Unit Fixed Mass Unit Each Side f8 x 1/2' TEK Screws T&B, Each side O Each Side Window Below (Not Shown) (Nat Shown) Glazlnq Cap Structural Siliearte Sealant INTMOR Transom Without 1 x3 Tube Transom With 1 x3 Tube Glass Kneewall Ganging, G—Caps Glass Kneewall Ganging, Expanders GENERAL 'STRUCTURAL DETAILS FOR PEI "ALL—ViEW"* THREE' SEASON ROOMS NOTE: Details an this sheet are also In section 500 of the 'Ali—View Rooms Engineering Manual" 5sal Between �'� �Siff! Far Rolling Door Unit Above x 1 ,2' 1x3 DStpander 720 EAST HIGHLAND ROAD 1B' C C. Each side c (2)— $6 x 1/0 13' Sc'°w° ENCLOSURES.INC. P.O. BOX 18s • MACEDONIA. OHIO 44056 Pond Ca Staggered O 16' O.C. ® (,2t 6)4SB-0700 FAX (21 e)4Ei7-4297 (2� ff 8 x 1' TEK Serowe Structural Silicone Sealant SCALE: NONE DRAWN: MAD DATE: 11 12 93 O 12. O.C. tx3 Tuba �0�: Seal 8etawam Members Top Master Frame Special Tempered dose The plans, elevations, sections and details contained heron are ��1HOF REVISIONS in accordance with information contained in "Product Engineering Raging Door Unit Framing Manual on 'All—View' Three Season Rooms" as published by Patio KARLA. APPROVED Y: Enclosures, Inc.. Macedonia, Ohio. Limitations for product usage $ RINAS Co are contained in said "Product Engineering Manual". See individual CIVIL Glass Kneewall (or Sliding Unit) job submittal for specific projections, unit widths and wall heights. 410676 7f1� .o SIGNATURE P.E. REG. NO. DATE Below Sliding Unit ' sro ALL—VIEW ROOMS PEi ENGINEERING — SECTION 17 SHEET: 5 Existing Roof Shingles Exbting Root Shingl Gap Flashing Sheathln Sip For RoiMg Door Unit Above Aluminum Flashing Under Shingles Aluminum Flashing Under Shingles Sheathing Existing joist �t As Necessary 1/4' Lag Screws Into Exlsting Jo(ets Stre Spacing varies Nplp Structural Silicone Sealant 8 x 1/2' TEK Screws 41 // Log Screirs, Through J r 0 18. O.C. Each Side `.� �•: " Tab/Hongsr Assembly 1Fesda k to Exlstfng J Stratford S9icone Sealant 1 1 7' ..;.+� / bed S x 1 2' TEK ;;;•••:.:, 2 Into Each I-Beam Exlsting Raf ter Tab Assembly or b . .'"'••t• Connecting Panels (sin-a ge J8 x 1 7EK Screws to _ Structural SUteon �rd Yam 2 Info Each !-Bea E +4 r •.,' •�� structural sillcons Sedourt Sealant ;: Ern dmarit m Conneclfig Panels Expander O Ftoor ':.: g x 1/2' TEK Screws ''j •�� 'f Structural SDleons Sealant r ,x9v "• i' 1x3 Tube (Used O 11P O.C. Each Side .., >� A. Necessary) Log11.�r yed Anchors O 1E� O.C. �;r, i": .L r, .{ Existing •rY "r' /2' x 1' x /silierg' Continuous Angle Struc u al Silicone Sealant Use10 x 3/4' Wood Screws Use Rao{ Panel plall Anchore k to CCaancrets 9 � Varrles ascia Board, Roof Panel Sandwich Panel Kneewall Eave Fascia Mount Eave Reverse Mount (4)- TM Screws own �corrar 1/<' 3' !-8.onr (lyplaaQ (4 db corn rK ToSap'w' (2) Per stmp km! OW 725 - Black Ar Dia. Hcatar Rod S x 1/2' TEK 5orrw. Aston Btoak /� Dta. Hooker Red srfHnp Block /1 it DIG. N Sealan! 3''fogm an edanf 3' Foam Panel f ts1'r it s� 38' Assembly (2)- is x 1/1"Sown At Each corn Steel Strap, 1� x 1 1/>I• x 8' Lor�g.. 4 R. Par MrAlght Each (Pfplcal Header Aas«nbly Screw Pattern) O Farlheaf l erg. From support T&8 (Barer 31 • Of !-Boom Acceptable) Glass Roof Panel Cross—Section Glass Roof Panel Cross—Section ® I—Beam ® Header GENERAL SMcnJRAL DETAILS FOR PEI 'ALL-V EY THREE SE?8,ci•1 ROOMS Hangar Assembly NOTE: Details on ails shoat are also In section 500 of the 'At-V%w Rooms Englneering Manual gedaat (4} ,j11 x 1/T TEK Screws On Each Corner At Top 720 EAST HIGHLAND ROAD Dow 7Sitf +0SURE3 INC. 3 f g' Dlo. Hauler Red `ua r1Ga7 P.O. BOX 188e MACIDOh11A, OHIO 44058 Seffing Block ® (21a) 488-.T= FAX (215) 4g7-4297 Sealant NOTE: SCALE: NONE DRAWN: JAR• DATE: CS/18/ge The plans, elevations, sections and details contained herein, are REVISIONS Foam-Panel in accordance with information contained in 'Product Engineering �,��OF ' Manual on 'All—View' Three Season Rooms as published by Patio ,"RCVED air. Enclosures, Inc., Macedonia,-Ohio. Limitations for Product usage KAMA. are contained in said 'Product Engineering Manu . See individual PJNM (a)- �B x 1/z' TEK screw, job submittal for specific projections, unit widths and wall heights. SIGNA RE P.E. REG. NO. DATE Glass Roof Panel Cross--Section All MEN ROOMS - Hanger -OD - rPE1 ENGiNEERiNG - SECTION 17 SHEE% 8 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 MULTIORE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I 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. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE c P: OC ON CENTER UL—LISTED LOCATION 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 ) r UPS UNINTERRUPTI6LE POWER SUPPLY t'L V VOLT p VOLTAGE AT MAX VOLTAGE AT OPEN POWER VICINITY MAP V c INDEX W WATT 3R NEMA 3R, RAINTIGHT 'V1 COVER SHEET 'V2 PROPERTY PLAN 'V3 SITE PLAN ' T4 STRUCTURAL VIEWS LICENSE GENERAL NOTES . - , PV5 STRUCTURAL VIEWS ^Il PV6 UPLIFT CALCULATIONS GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION PV7 THREE LINE DIAGRAM � i .� Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. t MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS k REV A NAME DATE COMMENTS * * * * UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 4 4 0 0 PRMIT OWNER: DESCRIPTION: DESIGN:CONTAINED SHALL ANYO NOT E USED FOR THE COUNSELL, ALISON COUNSELL RESIDENCE San ito Sharma ���! ■BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 9 _�w Sola�C�tNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 508 LINCOLN RD - 7.65 KW PV ARRAY r�� y PART TO OTHERS OUTSIDE THE RECIPIENTS p B A R N S TAB LE M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES THE SALE AND USE OF THE RESPECTIVE (30) 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 508 280-1735 PV 1 10 6 2014 � ) COVERS 6B8 _ _ SHEET E T / / ( �SOL qTY(765-2489) wwwsdarcity.com 1 PITCH: 22 ARRAY PITCH:22 MP1 AZIMUTH:280 ARRAY AZIMUTH'280 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 22 ARRAY PITCH:22 MP2 AZIMUTH: 100 ARRAY AZIMUTH: 100 MATERIAL:Comp Shingle STORY: 1 Story • rD% C STRUCTU ❑ o � o LEGEND le B I 0 (E) UTILITY METER & WARNING LABEL GZdO dW INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS MP1A MP1B © DC DISCONNECT & WARNING LABELS F AC-1 Inv I ' - AC DISCONNECT & WARNING LABELS AC AG, DC JUNCTION/COMBINER BOX & LABELS -- -4 I M D \ DISTRIBUTION PANEL & LABELS A STRU M�rA� Lc LOAD CENTER & WARNING LABELS F nt Of House CHANG O DEDICATED PV SYSTEM METER (E)DRIVEWAY 9 AhbREw D G WIVE 0 STANDOFF LOCATIONS ASTRUrU6ACnCONDUIT RUN ON EXTERIOR h4q.A731 --- CONDUIT RUN ON INTERIOR 508 Lincoln Rd �' F�rS.�� �v��e, — GATE/FENCE NAL ,. Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED STAMPED & SIGNED W FOR STRUCTURAL ONLY SITE PLAN Scale: 1/8" = 1' N Digitally signed by'Andrew White z Date:2014.10.07 21:49:29-04'00' 01, 8'. 16' 3 PREMISE OWNER: DESCRIPTION: DESIGN: 9!p, CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-026544 00 San ita Sharma SolarCity.CONTAINED MALL NOT BE USED FOR THE COpUNSELL, ALISON COUNS/ELL RESIDEN�/CE g �, . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. 508 LINCOLN RD 7.65 KW PV ARRAY . NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS p BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: 24 St Martin Drive Building 2 Unit 11. THE SALE AND USE OF THE RESPECTIVE (30) CANADIAN SOLAR # CS6P-255PX PAGE NAME SHEET: REV DATE Marlborough,MA 50) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 8) SOL-838-105- F: (65w 638-1029 PERMISSION OF SOLARCITY INC. INVERTER: (508) 280-1 735 SITE PLAN PV 3 to/6/2014 (868)-SOL-CITY(785-2489) wwWsdarcity.com SOLAREDGE SE600OA—USOOOSNR2 • 017*4 (E) 2x4 �nrsoR D f' - sq� 0 _ J ( ) S1 c whilr� E 2x4 STFiUCfr iRAL S 1 a Nts.'=4731�7 ' . fs NAB .� 5-11" '-1 (E) LBW STAMPED & SIGNED '-4" FOR STRUCTURAL ONLY (E) LBW SIDE VIEW OF MP1A NTS SIDE VIEW OF MP16 NTS A B MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES ' LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" 1 PORTRAIT 48" 20" TOP CHORD 2X4 @ 24" OC ROOF AZI 280 PITCH 22 STORIES: 1 ROOF AZI 280 PITCH 22 ARRAY AZI 280 PITCH 22 TOP CHORD 2X4 @ 24" OC ARRAY AZI 280 PITCH 22 STORIES: 1 BOT CHORD 2X4 @24" OC Comp Shingle BOT CHORD 2x4 @24" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK r INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) Q2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING (2) V INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (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 STANDOFF CONFIDENTIAL—.THE INFORMATION HEREIN JOB NUMBER: J B—0 2 6 5 4 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: BENEFIT O SHALL NOT E USED FOR THE COUNSELL, ALISON COUNSELL RESIDENCE Sangita SharmaTSL ■BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: 5O8 �NOR SHALL IT BE DISCLOSED IN WHOLE OR IN SolarC�t Comp Mount Type C LINCOLN RD 7.65 KW PV ARRAY � 1°PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (30) CANADIAN SOLAR # CS6P-255PX Marti"Drive, Building Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET. REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (508 280-1735 PV 4 10 6 2014 T• (650)638-1028 F. (650)638-1029 STRUCTURAL VIEWS / / cee8)-SOL—CITY(765-2489) www.solarcity.com ,t� Y AN 1; v D. Qy� (E) 2x4 S 1 (E) 2x4 WHIT C1 v S 1 sTltUr'I t!RaL IST S N4 4" 6'-4" 5'-7" STAMPED & SIGNED (E) LBW FOR STRUCTURAL ONLY (E) LBW SIDE VIEW OF MP2A NTS SIDE VIEW OF MP2B NTS C D MP2A X-SPACING X-CANTILEVER Y-SPACING -CANTILEVER NOTES MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" PORTRAIT 48" 20" „ OC ARRAY AZI 100 PITCH 22 ROOF AZI 100 PITCH 22 " ROOF AZI 100 PITCH 22 STORIES: 1 RAFTER 2X4 @ 24 STORIES: 1 TOP CHORD 2X4 @ 24 OC ARRAY AZI 100 PITCH 22 BOT CHORD 2x4 @24" OC Comp Shingle C.J. 2x4 @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. 2 SEAL PILOT HOLE WITH (4) POLYURETHANE SEALANT. ZEP COMP MOUNT G ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) O) PLACE�MOUNT, (E) ROOF DECKING U (2). (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH WITH SEALING WASHER BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF i Scale: 1 1/2"= 1' PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 44 00 San Ito Sharma CONTAINED SHALL NOT BE USED FOR THE COUNSELL, ALISON COUNSELL RESIDENCE 9 71 AFO oSolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 508 LINCOLN RD 7.65 KW PV ARRAY� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS MDDutEs BARNSTABLE, MA 02601 24 St. Mart Drive Building 2,Unit n ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 30 CANADIAN SOLAR CS6P-255PX MEET; REV: DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITIIOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 INVERTER: P V 5 10 6 2014 (888)—SOL—CITY(765-2489) www.solarcity.com PERMISSION OF SOLARCITY INC. 1SOLAREDGE SE6000A—USOOOSNR2 (508) 280-1735 STRUCTURAL VIEWS UPLIFT CALCULATIONS �s SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-026544 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE COUNSELL, ALISON COUNSELL RESIDENCE Sangita Sharma �alq ■ BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MWNTING SYSTEM: ����SOIafC1t�/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 508 LINCOLN RD 7.65 KW PV ARRAY PART N OUTSIDE THE RECIPIENTS BARNSTABLE MA 02601 ORGANIZATION, ON,, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (30) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION of SQLARGTY INC. SOLAREDGE SE6000A—US000SNR2 (508) 280-1735 UPLIFT CALCULATIONS PV 6 10 6 2014 T: soL— 638-1028 .F: (650)638-1029 (888)—SOL—CITY.(765-2489) www.solarcitycom s� GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Cutler-hammer CH148M 00 Inv 1: DC Ungrounded INV I -(1)SOLAREDGE #SE6000A-USOOOSNR� LABEL: A -(30)CANADIAN SOLAR # CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44006696 Tie-In: Supply Side Connection Inverter; 60 OW, 240V, 97.574 w Unifed Disco and ZB,RGM,AFCI PV Module; 255WW 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground 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 Inverter 1 ? E CUTLER-HAMMER Disconnect ( ) WIRING CUTLER-HAMMER 100A/2P 5 Disconnect 4 SOLAREDGE SE6000A-USOOOSNR2 B 35A C SolarCity A L1 z4ov 1 2 a Lz A oc+ N 3 DC- MP 1: 1x17M (E) LOADS GND _GEC ___T Dc+ DC MP 2: IxI3 - - --- GNU ------------------------- N I DC- --------------------- -- --- ---EGC -- ---------- -� I _ N I a EGCIGEC_ - z lI �._ GEC -{ - TO 120/240V I SINGLE PHASE UTILITY SERVICE i I I 1 I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP oI (2)Ground Rod; 5/8" x 8', Copper B (1)CUTLER-HAMMER #DG222NRB /f►� A (1)SolarCit p 4 STRING JUNCTION BOX DC -(2)ILSCO IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R /y 2x2 S MGS, UNFUSED, GROUNDED Insulation Piercing Connector Main 4/0-4, Tap 6-14 -(1)CUILER- AMMER �DG10ONB PV 00)SOLAREDGE 300-2NA4AZS S Ground leutral Kit; 60-100A, General Duty(DG) r v PowerBox Optimizer, 30OW, H4, DC to DC, ZEP SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER #DS16FK AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit nd (1)AWG #6, Solid Bare Copper -(2)FERRAZSHA25 # TR5 PV BACKFEED DCP 0V, RK5 -(1)Ground Rod; 5/8" x 8', Copper C (1)CUTLER-HAMMER #DG222URB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R (1)CUTLER-HAMMER #DGIOON8 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground/Neutral It; 60-100A, General Duty(DG) 1 AWG #6, THWN-2, Black � 1 AWG.#8, THWN-2, Black (1)AWG#8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG 10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O5 (1)AWG #6, THVM-2, Red ®Isr(I)AWG �, THWN-2, Red O (1)AWG#8, THWN-2, Red Vmp =350 VDC Imp=21.57 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.22 ADC (1)AWG$6, THWN-2, White NEUTRAL Vmp =240VAC Imp=25 AAC (1)AWG#10,.THWN-2, White NEUTRAL VmP =240VAC Imp=25 AAC . . (1)AWG #10, THWN-2,,Green. . EGC. . . .-(1),Conduit,Kit;.3/4".EMT. , ,. . . .. , . . . . . 1 AWG Solid Bare Copper. GEC - 1 Conduit Kit; 3 4 EMT . . . . . .-(1 AWG THWN-2,.Green . , EGC/GEC.-(1)Conduit.Kit;.3/4",EMT. _ . . .. . . O�(�)AWG#10 Solid Bare r EGC Vmp = C I p=935 AD �1 . . .#6. . WN-2, . PP. . NEUTRAL . .(.) 240 V . . ./�. . . . ... . . . . . . . ). . . . . . . PV WIRE Black Voc* 500 VDC Isc. . .15. .ADC AWG#6, S Copper m 350 VD m C PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-026544 00 San ita Sharma CONTAINED EFIT OF ANYONE EXCEPT BE U SD FOR THE INC., MOUNTING SYSTEM: - COUNSELL, ALISON COUNSELL RESIDENCE 9 �0.15olarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 508 LINCOLN RD 7.65 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE, MA 02601 24 St. Martin Drive,Building 2,Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 30 CANADIAN SOLAR CS6P-255PX ��; REV: DAM- Madbo1028 MA 50) SOLARClTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PA( NAME T: (650)638-105- F: (650)638-1029 PERMISSION OF SOLARCITY INC. OLA 508 280-1735 THREE LINE DIAGRAM PV 7 10/6/2014 (see)-soL-an(�s5-24ss) wwws�ar�Ry.�oln v SOLAREDGE SE6000A-USOOOSNR2 Label Location: Label Location: I Location: • e o o � •e • C �(� Labe oca , Per Code: _� o _ Per Code: _� o "`^�_ Per Code:) NEC 690.31.G.3 0 - • ° NEC 690.17.E ° o ° ° e- •e• ° NEC 690.35(F) Label Location: o o ° - o 0 0 • . TO BE USED WHEN O O O (DC)(INV) °•° ° ° -° ° ° • ° •- INVERTER IS s D O Per Code: o- NOW", ° UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o ll�l� (POI) .° (DC)(INV) Per Code: "O Per Code: o - ° o• NEC 690.64.B.7 "O 318 MOM1�• o NEC 690.53 0 o ° o- Label Location: (POI) Label Location: _ ° ° Per Code: o of (DC)(CB) •-° °o o e ° NEC 690.17.4; NEC 690.54 Per Code: o • o -° NEC690.17(4) -o - ° o•° ° o :o ° ° o- -e o o- K1 -Mml I IRMASIMLOW Label Location: o fyWn7 (DC) (INV) Label Location: Per Code: �rnYV1 (D) (POI) ° •-° NEC 690.5 C �JLN �• -° ° • ° ° ( ) e e o Per Code: NEC 690.64.B.4 e °• e- ®: ° Label Loc ation: oc ton: Label Location: (POI) (AC)(POI) MANOR o - Per C ode: (AC):AC Disconnect . @@@@now Per Code: eo s o -e NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 o o e (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location:(AC) (POI) (INV): Inverter With Integrated DC Disconnect �1 •• •' - Gl Per Code: (LC): Load Center NEC 690.54 (M): Utility Meter r/ (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �`•�� � ��®0® IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT S ORGANIZATION, SIC Label Set SDE ff MM EXCEPT IN CONNECTION WITH THE SALE AND USE THE RESPECTIVE ' ®� SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCit. a a II O Y SolarCity SleekMountTM -Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed !" --� .R=' ` 'e 'er Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and D Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps, combined with the addition O2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 to a more visually appealing system.SleekMount as"Grounding and Bonding System" Insert Comp Mount flashing under upper utilizes ZepCompatible modules with •Ground Zep UL and ETL listed to UL 467 as _ layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the upon flashing need for rail and reducing the number of •Painted galvanized waterproof flashing standoffs required. In addition, composition .Anodized components for corrosion resistance _ ` O5 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 O7 Place module O Components AO 5/16"Machine Screw ©B Leveling Foot Lag Screw ©D Comp Mount ` Q Comp Mount Flashing o' o� o`er So1arC'ty® a EIY V� LISTED OlarCity® January 2013 January 2013 �o�p•, v g CS6P-235/240/245/250/255PX .. �,e�ogtifta�eQesg, \Sr CanadianSolar eleakcblO Electrical Data Black-framed STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics ,.. •a , , - _< Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W - £ >,- 't'� Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%/°C Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%/°C = • • - o • a�, .y. Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2°C f . •"„^, - •. kl�� i£ Module Efficiency 14.61% 14.92%' 15.23% 15.54% 15.85% i,•. t :,r'. '�:' p'--`i�k�rx, n' ;� ', 9: Operating Temperature -40°C-+85°c Performance at Low Irradiance • 3y' ' '1 Maximum System Voltage 1000V IEC /600V UL. Industry leadin performance at low irradiation §^;' Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA - irradiance of 1000w/m'to 200w/m' , Next Generation Solar Module - Power Tolerance - - 0_+5W (AM 1.5,25-C) Under Standard Test Conditions(STC)of irradiance of 1000W/m2,spectrum AM 1.5 and cell temperature of 25 C NewEdge,the next generation module designed for multiple Engineering Drawings types of mounting systems,offers customers the added NOCT s` CS6P-235P CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX + Nominal Maximum Power(Pmax) 170W 174W 178W 181W 185W 9 value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V 27.5V appearance,auto groundingand theft resistance. optimum operating current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A t Open Circuit Voltage(Vac) 33.9V 34.OV 34.1V 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A 4 -- __ incorporating the groundbreaking Zap Compatible frame. r Under Normal Operating Cell Temperature,Irradiance of 800 W/m2,spectrum AM 1.5,ambient temperature 20'C, The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60 is x 10) - with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 Ibs) reduces installation time quality aesthetic module with lowest system cost. p` Front cover I q Y y ) _= 3.2mm Tempered glass / r Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop Best Quality i-BOX _ IP65,3 diodes installation costs in half Cable amm'pEc)/12AWG(UL),1000mm • 235 quality control points in module production connectors • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects MC4 or MC4 Comparable Standard Packaging Modules per Pallet with auto leveling and alignment Current binning to improve system performance � Module Pieces per container 40 ft.Container zapcs e • Accredited Salt mist resistant P ( ) 672pcs(40'Ho) • Built-in hyper-bonded grounding system - if it's I-V Curves mounted,it's grounded Best Warranty Insurance �a (CS61P-255PX) • Theft resistant hardware • 25 years worldwide coverage f a a. • 100%warranty term coverage r 1 a • Section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights and grounding system • Non-cancellable _ s a a 35.0 • coverage s • Industry first comprehensive warranty insurance by Immediatei AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies • o World a a o 1-mi 2 -10oowf z I Comprehensive Certificates 2 - 2 --SIC • Industry leading plus only power tolerance:0-+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, Backward compatibility with all standard rooftop and CEC Listed,CE and MCS o a to w Zo 25 sa as.o °a : 1O,; n w 1x a u 40 ground mounting systems ISO 9001:2008:Quality Management System • ISO/TS 16949:2009:The automotive quality i 'Specifications included in this datasheet are subject to change without prior notice. • 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 100%• Adde P g vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in B7% • QC080000 HSPM:The Certification for companies. As a leading 90% d Value From we77r Hazardous Substances Regulations / manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing ranty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. katt ; ",_;;, i OHSAS 18001;20071nternational standards for products of uncompromising quality to worldwide 80% x occu ational health and safet customers. Canadian Solar's world class team of .€ :a f" P y °% s 10. 1. 2a z • REACH Compliance I. professionals Works closely with onr customer,; to t$ y y ar + 1 ' provide them with solutions for all their solar needs. 10 year product warranty on materials and workmanship •25 year linear poweroutput warrant o�- "'�` � • � �. '" # Yd , www.canadiansolar.com EN-Rev 10.11Copyright 02012 Canadian Solar Inc. 1 t, ® =oo ,, SolarEdge Power Optimizer solar 0 0 ! x SO I r Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer f . �^ t P300 P350 P400 '�^ ° #r §{ Module Add-On For North America �f °� t > , �� INPUT , „,;...,� odule (for � omodule ..i. for 6 II PV P m s) es) s) P300 / P350 / P400 ? Rated Input DC Power 300 350 400 W.•„ ♦ r-7• .r:,; ; p,,+� �1�.^. ® ,� t µ 8606 88 ...... 48... . . .. .. 0 $ 48 Vdc..... 80..... Vdc ... rd;,'- MPPT OPeratng Range......... ... ...................... ^� „ b '"+1 .. Maximum Shor[Grcuit Current Qsc) ..... ....... ................. .... .,x �pG .......... ................................................. .... ............. .Adc Maximum DC Input Curren[ ............................12OS'............ ................... .. ... Maximum Efficiency.................................................. ....... ........ .........995 ................................ ..%..... y e ........... ...%.. Weighted Efficiency ... .................... .....................................98:8 ........ ....... ...... .. .... ....... ...g.. .. ^a, Overvolta eCategory II ` t OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) t 15 Adt t d Maximum Output CurrenC...... ... .:.. ..... .... ......... ......... ........... .d .. Maximum Output Voltage 60 Vdc a e n+ t a IOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - f Vdc Safety Output Voltage per Power Optimizer I STANDARD COMPLIANCE rt15 Class B IEC61000 6 2 IEC6300 EMC ........... .... .... .............. .......... PalEC62109 1(class ll safety)UL17410 Safety .. .. ....... ..... ......... ...... ................... ......... ..RoHS ............. FCC 6 3 r Ves 'INSTALLATION SPECIFICATIONS 5000 ................... .,.. ,. a. •'' ;; ,, ,� Maximum Allowed System Voltage ... .... .............. ... ..................... "r A ": " ' Dimensions(W xlx H) 41x212x405/S.55x834x1.59 mm/m r* _ ":; Weightlincluding cables)........................................... 50/2.1 .......... # as ,r t ............................. MC4./Amphenol/Tyco ......... .r,,, _,...r," ° ✓.�}{ z'_ry 9r Kay YY'' .........................................................! . ..... ... ...... .. .... ..... Output Wire Type/Connector Double Insulated,Amphenol gr/lb ,> +?� a,.., 7ir.•• si. r. Output Wire Length.......... .. .. .. ... ...... .. 6.95/3'.0 .DI 12/39............. . ................................ ..... ...... ........ 'C ..... . , w t, y'�i ,>. ;', .,Operating Temperature Range .. ...... ....... ...................... ..`.85/.:40.. ... .... ...C/-F, Protection Rahng ...........................................[.............................. ...... ....... ......P6o/.NUO A4.................................. ...off..... .. .S a i' a ,st, Relanve Humidity .......... ............... ...... .......................................................................... ...... -40 185 ' ,. ......... ................ 1.5% x �.. #... a,roa sreow,�.oim.moau:.modu.or Qom szoower rom.,Me:now.e. I FAI PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE -` INVERTER - SINGLE PHASE 208V 480V 18 MinimumstnngLegth(PowrOpfimizer 10 ....... .... ... PV pOWEC Opt1t1ZdLlOn 8t the module-level - - 50 Maximum String Length(Power Optimizers) 25 „„...••25 .. ............. ... ............. ....... .. ..... .. ..... — Up to 25%more energy Maximum Power per String 5250 60..00.., 12750 .W_. .. ......... ... .. ... .... ......... ... .. ... .. ..... ...... .. ..... .... — Superior efficiency(99.5%) Parallel Stnngs of Different Lengths or Orientations ,,...... „„, .... .. Yes ......................... ........................................ ... —_ Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - - Flexible system design for maximum space utilization - - - - Fast installation with a single bolt - - - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety de.us lare � ;"r�r"+�� �a���t�����'N � '"-pa � � �i `s� �n°"•"� USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.so g fi tx 9 7. 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