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HomeMy WebLinkAbout0016 THACH LANE l /6 %/��ch Lir^ice \_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ZOl `1b � Z� Map a9a Parcel ;Vs- Application # ` Health Division Date Issued//-2Y`/1 Conservation Division Application Fee Planning Dept. Permit Fee ��Q�e . Date Definitive Plan Approved by Planning Board Historic - OKH /I0 _ Preservation/ Hyannis Project Street Address lb T&d G✓!• Village&Caaf7/7/5' Owner /�'Il�4 Address Z Telephone '' Permit Request bme-/a�� Solar eLe%6x ,c7A/Ie-A 0,*7 ews)Mcy rmy"O' be m �/I &hA `jo we �w s Z ognels ai Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain �- Groundwater Overlay Project Valuation4/3, 000 Construction Type 5Ma/' �Q�elS Lot Size ��- Grandfathered: ❑Yes n/b No If yes, attach supporting documentation. Dwelling Type: Single Family Ll' Two Family ❑ Multi-Family (# units) Age of Existing Structure f�i^S. Historic House: ❑Yes &No On Old Kir% ' Highway; ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other : Basement Finished Area (sq.ft.) Basement Unfinished Area ( Ift) �_vNumber of Baths: Full: existing new Half: existing :hew_= Number of Bedrooms: _ existing new •• 5-1 �- Total Room Count (not including baths): existing new First Floor Room Cod6t Heat Type and Fuel: ❑ 015-s ❑ Electric ❑ Other Central Air: ❑Yes ❑ No t\ 'Firms laces: Existing New Existing wood/coal stove: ❑ Yes❑ No Detached garage: ❑ exiatingotot 'ew size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ ne4tols ze_ Attached garage: ❑ exiaVng N 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use /L°5laledha l Proposed Use O cli c. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 6lt ` 0 Ric,! CorpTelephone Number AL'316 7y89 Address Or' t22 /' Dr �aa D License # CS 10766.3 P•nbro�c. a O A3S9 Home Improvement Contractor# Email Worker's Compensation # wa76 c o(OAQ6SOay ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO q domn6h-1 6 Ea (-h Q67Cp /`eyrbrat'g- , met- SIGNATURE (/�' 4-�'� DATE /�3 2,15 IT FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ; MAP/PARCEL N0. J ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL ' 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents I Office of Investigations A 1 Congress Street,Suite 100, Boston,MA 02114-2017 x" www.►nassgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly' G Name MwinessiOrganizat►on/Individual): SolarCity Corporation Address:3055 Clearview Way I City/State/Zip:San Mateo, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 7000 4. ❑ I am a general contractor and I b. ❑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 These sub-contractors have Demolition t ship and have no employees g• ❑ workingfor me in an capacity. employees and have workers' Y P h' 9..❑Building addition [No workers' comp.insurance comp. insurance. 1 required.] 5. ❑' We arc a corporation and its ;10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers.-have exercised their l I:❑Plumbing repairs or additions- right of exemption per MGL myself. [No workers comp. 12.n Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.®Other Solar Panels comp. insurance required.] *Any applicant that cheeks box#1 must also fill out the section below showing their workers'compensation policy information:' t Homeowners who submit tins affidavitmdicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such." tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers compensation insurance for my employees Below is the policy and job site. information. Insurance Company Name.Liberty Mutual Insurance Company Policy#or Self-ins.Lic.#:WA7-66b-066265-024 - Expiration Date:09/01/2015.7. ' Job Site Address: City/State/Zip: &r,?;s 6(e a Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunde'r 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. Ido hereby certify under the pains andpenalties of perjury that the information provided above is true and correct Sisrlature '^-- ✓lam ,c�� .��r�e Dafe: //131a�0/f Phone#: 7.818�167489; _ a. r 0.0kidl use only.-Do not write in this area,to be completed by city or town of lldial. City..or Town Permit/License# Issuing Authority(circle one):.. 'y 1.Board of Health 2.Building Department '3.City/Town Clerk 4 Electrical Inspector 5.Plumbing Inspectoi - 6.Other.. w z , Phone#: Contact Person: AiCiE> CERTIFICATE OF LIABILITY INSURANCE _ °0ATE(MMfDONYYY) 110 o8/29r2014 I 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 policy0es)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: AX 345 CALIFORNIA STREET,SUITE 1300 PAN o FA C No): CALIFORNIA LICENSE NO,1431151 C ADDS: SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE_ ... _. .._._ .. ._..NAIC d 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual File Insurance Company 16586 INSURED Ph(650)9635100 INSURERB:LibeitylnsuranceCorpontion 42404 SolarCity Corporation INSURERC:NIA N/A 30M CleaMew Way INSURER 0, San Mateo,CA 94402 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA00244026902 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EXP LTR TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF POLICY YY UNITS A GENERAL LIABILITY TB2-061-065265-014 109/01I2014 09/0111015 EACH OCCURRENCE $ 1,00D,000 DAMAGE TO RE17TED— X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 10D,000 CLAIMS-MADE a OCCUR MED EXP(Arty one person) $ 10,000 PERSONAL&AOV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000.000 GENT AGGREGATE LIMIT APPLIES PER: [PRODUCTS-COMPIOPAGG $ 20.000 X POLICY X PROIECT LOC Dedl�ble $ 25,OOD A AUTOMOBILE LIABILITY AS2-061-066265-044 09/0112014 09/01/2015 SINGLE 1,000,000 ANY AUTO - BODILY INJURY(Per Person) $ ._ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS' X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ XAUTOS Per accident 1X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ i DED I i RETENTION$ $ j B WORKERS COMPENSATION WA7-06D-066265-024 09/0112014 09/01/2015 X WC STATU- oTH- AND EMPLOYERS'LIABILITYTORY LIMITS B ANY PROPRIETORIPARrnER/EJU ctlTIVE YIN ZT661-MMS-034(WI) 09101i2014 09/01/2015 1,000,000 B OFFICER/MEMBER EXCLUDED? NIA EL EACH ACCIDENT $ (Mandatory In NH) I-WC DEDUCTIBLE:$350,000 EL DISEASE-EA EMPLOYEE 1,000,000 If yes,desabe under, 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE,POLICY LIMB $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,U more space Is required) Fvidww of Insurance. { CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cleamew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk 8lnsurance Services I Charles Marmolejo f 01986-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORO Office of Consumer Affairs and Business Regulation :10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home,Improvement�Contractor Registration Registration 168572 ' Type: Supplement Gard SOLARCITY CORPORATION *F` Expiration: 3/8/2015 CRAIG ELLS --- .� M. ------ 24 ST. MARTIN STREET BLD-2 UNIT 11�:� — • ' ° - MARLBOROUGH, MA 01752 R t•ae . — '- �—=— Update Address and return card Mark reason for change. sca i Co zona•os, Address Renewal F] Employment L Lost Card MCC of Consumer Affairs&Business Regulation License or registration valid for individul use only - 'OME IMPROVEMENT CONTRACTOR 4 before the expiration date. If found return to: t Office of Consumer Affairs and Business Regulation Registration: 168572, TYpr- 10 Park Plaza-Suite 5170 Expiration: 3/812015, Su lementl;ard PP } Boston,_MA 02116 SOLARCITY CORPORATION 4g4 CRAIG ELLS i 24 ST MARTIN STREET BLD 2UNl KMALBOROUGH,MA 01752 " Underse freta,'4 Not v lid without signature ' asttachiisetts 6ect irtment of, Pubiic Sivfat+j Board of,i3uiiding�R.egutatiohs rrnd'Stondardg t;rtt�trrctttr,llrls:��+�sa. Ltc n eb CS-101663. .10.r i CRAIG ELIS 2Q6 BAKER STREET ` 1 Keene.NTI 0343it i 4 ��� .a r� •` ��"C11t1bFli C t1t+lis;�tti1 S, 08/29/2017 r QUI22�G111 !lLi�I�CGIICG Office of Consumer Affairs-and Business Regulation• 10 Park Plaza - Suite -5170 Boston, Massachusetts 0.2116 Home Improvement:Contractor Registration _ -- "" Registration: 168572 Type: Supplement Card, SOLAR CITY CORPORATION " _ r Expiration: 3/8/2015 WAYNE EUBANK 24 ST. MARTIN STREET BLD'2 UN1T11.^. MARLBOROUGH, MA 01752 L x~'v Update Address and return card.Mark reason for change. SCA 1 €r 2aM-051t t � C Address E Renewal [-].Employment Lost Card M e of Consumer Affairs&Business Regulation License or registration valid for individul use only before the expiration date. if found return to: ME IMPROVEMENT CONTRACTOR p Office of Consumer Affairs and Business Regulation egistration: 168572. Type: 10 Park Plaza-Suite 5170 Expiration: 31812015, Supplement Card Boston MAA2116 A, .f -_ SOLAR CITY CORPORATION WAYNE EUBANIC r; 24 ST MARTIN STREET BLD 2UNI - - — . �IIAtI 60R0lJGH,MA 01752 Undersecretary N valid`without signature , f DocuSign Envelope ID:EFE566B94A854B2A-9796-8214DO6F4DE9 NllR eAsolarCit a oa�, y 3055 Clearview Way,San Mateo,CA 94402 SolarLease T (888)SOL-CITY F(650)560-6460 SOLARCITY.COM SUMMARY Date: 09/25/2014 Customer Name and Address Customer Name Installation Location Contractor License Ming Gu 16 Thach Ln MA HIC 168572/EL-1136MR 16 Thach Ln Barnstable, MA 02601 Barnstable, MA 02601 Estimated Solar Energy Production First Year Annual Production: 3,009 kWh Initial Term Total Production: 57,406 kWh Payment Terms Amount Due at Contract.Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg.Inspection: $0.00 Estimated Price per kWh First Year: $0.1718 Annual Increase: 0.00% ' First Year Monthly SolarCity Bill: $43.09 Lease Term 20 Years SolarCity's Promises to You: Your Prepayment and Transfer Choices During the • SolarCity will insure,maintain,and repair the System(including the Term: inverter)at no additional cost to you as specified in the agreement. . If you move,you may transfer this agreement to the purchaser of your • SolarCity will provide 24/7 web-enabled monitoring at no additional Home,as specified in the agreement. cost to you,as specified in the agreement. . If you move,,you may prepay the remaining payments(if any)at a • SolarCity will provide a money-back production guarantee,as discount. specified in the agreement. • SolarCity will warranty your roof against leaks and restore your roof Your Choices at the End of the Initial Term: at the end of the agreement as specified in the agreement. • The pricing in this Lease is valid for 30 days after 9/25/2014. If you • SolarCity will remove the System at no additional to you. don't sign this Lease and return it to us on or prior to 30 days after • You can upgrade to a new System with the latest solar technology 9/25/2014,SolarCity reserves the right to reject this Lease unless under a new contract. you agree to our then current pricing. • You may renew your agreement for up to ten(10)years in two(2) • We are confident that we deliver excellent value and customer five(5)year increments. service.AS A RESULT,YOU ARE FREE TO CANCEL ANYTIME AT NO • Otherwise,the agreement will automatically renew for an additional CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. one(1)year term at 10%less than the then-current average rate charged by your local utility. SolarLease version 6.6.0,September 16th,2014 296551 .' '" SAPC/SEFA Compliant Document Generated on 9/25/2014 rM DocuSign Envelope ID:EFE566B9-4A85-4B2A-9796-8214D06F4DE9 22. PUBLICITY 1 have read this Lease and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this SolarCity will not publicly use or display any images of the System Lease. unless you initial the space below. If you initial the space below,you give SolarCity permission to take pictures of the System as installed on your Home to show to other customers or display on our website. Customer's Name: Ming Gu �er's Initials UoauS;gned by: Signature: ALi4 C,,ll, 0MAFC4CCF3F41)0... 10/5/2014 23. NOTICE OF RIGHT TO CANCEL Date: 7 YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1, Customer's Name: THE ATTACHED NOTICE OF CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. Signature: 24. ADDITIONAL RIGHTS TO CANCEL Date: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23, YOU MAY ALSO CANCEL THIS LEASE AT NO COST 'SolarCity. AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. SolarLease 2.5. Pricing SOLARCITY APPROVED The pricing in this Lease is valid for 30 days after 9/25/2014. If you don't sign this Lease and return it to us on or prior to 30 days after 9/25/2014,SolarCity reserves the right to reject this Lease unless !� you agree to our then current pricing. Signature: ___ ---- LYNOON RIVE, CEO SolarLease �;Solarcity. Date: 9/25/2014 a' o SolarLease version 6.6.0,September 16th,2014 296551 SAPC/SEFA Compliant Version#37.2 �'o ;SO�af Clt e 3055 Clearview Way,San Mateo,'CA 94402" 9�1 (888)-SOL-CITY (765-2489) I www.solarcity_com DFZEW O_ G • � WHITS .. � June 13, 2014 'STfttJCT[IRAL No.-17319 Project/Job#026347 RE: CERTIFICATION LETTER NA1_ Project: Gu Residence 16 Thach Ln - 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 - MP1: Roof DL= 12 psf,Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 15.6 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 structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, I IAndrew White Andrew White, P.E. 2014..06.13 13:37:19 Structural Engineer Main: 888.765.2489 04'00' email: :awhite@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com ' AZ ROC 29377t,CA CSLa SWICIA,CO CC W-1.Cr H#C 0832770,DC HIC 71101488,PC HIS 71101438,H1 M-29770.mA HC 188672.mo mm 12824A,N)MHpM1606w, OR CC®188n93,PA 077343,T TOLR 27088,NIA GCL.SOLARC`04007.C 2At3 Soiof0ly;AH tRO"rrat;rvod. 06.13.2014 I Version#37.2 'pn�"SolarClty. S eekMountT'" PV System Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Gu Residence`s L x AHJ: UY' -% Barnstable Job Number: 026347 Building Code: MA Res.Code,8th Edition Customer Name: -pul-ming—ILITL 77 Based On IRC 2009_/IBC,2009 Address: 16 Thach Ln ASCE Code: ASCE 7-05 City/State. Barns_t_able, "'` MA Risk Category_ ILA Zip Code 02601 Upgrades Req'd? No Latitude/Longitude: 41.660677:, 70.305367� _Stamp Req'd? Yes SC Office: South Shore PV Designer: Justin Martin Calculations: Brad Ta for _t, �EOR: Andrew White P.E. y 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 � 4 Y 3 � • �28. 28 A , ,8 Ji, IL JP e • � 16 Thach Ln, Barnstable, MA 02601 Latitude:41.660677 9 �Exposure Longitude: -70.305367 Ex Category:C - LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware AssemblyWeight(psf)"' 4 � �# `a 0.5' sf° PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPl Roofing_Type: Comp'Roof ('1 l ayers)7 2:5'psf`z= Re-Roof to 1 Layer of Comp? No Underlayment = - F 4XV, Roofingl Pape r w ; i , x, � >�p_5 psf Plywood Sheathing, Yes 1.5 psf Board Sheathing t; .: Y = None 0 Rafter Size and Spacing 2 x 6 @ 16 in.O.C. 1.7 psf . 4 7t sf Vaulted Ceiling_ �, _ z �: �� �•� � >_Yes _ _. ° ,�- P_ ' Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 12 psf(MPI 12.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tdbu_tary_Area At < 200 sf - Roof Slope 7/12 Tributary Area Reduction Rl 1" Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr 4=Lo(Rl)(R72 = Equation 4-2 Reduced Roof Live Load Lr 17 psf(MPI) 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Y Lm A ." Yes Effective Roof Slope 300 I Horiz. Distance from Eve to Ridge WE— �,.• = � 14.6 ft• � � �_. = Snow Importance Factor IS 1.0 Table 1.5-2 s -1 7h Partially,Exposed .-*, r�Snow Exposure Factor '' CeKm r _ _ - Talile 7-2 10 Structures kept just above freezing Snow Thermal Factor Ct 1.1 Table 7-3 Minimum Flat Roof Snow Load(w% p Rain-on Snow Surchar e` Pf-min mm 23 1 sf 7.3.4`&7.10 Flat Roof Snow Load Pf pf= 0.7(Ce)(Cr) (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 ,Surrounding Roof Ps-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS-Pv . 0.7 Figure 7-2 Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules Ps P° 15.5 psf 52% COMPANY PROJECT Woodworks SORWARf FOF.WOOD 0MGN June 13, 2014 08:59 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 12.00 (16.0) * psf PV LOAD Dead Partial Area No 3.17 11.75 3 .00 (16.0) * psf ROOF SL 1 Snow Partial Area Yes 0.00 3.17 23 .10 (16.0) * psf ROOF SL 2 Snow Partial Area Yes 11.75 12.67 23 .10 (16.0) * psf PV SL Snow Partial Area Yes 3.17 11.75 1 15.50 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16-2.9" 0' 1'-2" 12'-8" Unfactored: Dead 147 132 Snow 175 129 Factored: Total 322 261 Bearing: F'theta 518 518 Capacity Joist 3011 2720 Supports 2789 - Anal/Des Joist 0.11 0.10 Support 0.12 - Load comb #2 #4 Length 3.50 3 .50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 Fcp sup 425 - *Minimum bearing length setting used: 1/2".for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 -Lumber Stud Wall,S-P-F Stud; 2- Hanger; Roof joist spaced at 16.0"c/c; Total length: 15'-2.9'; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WOodWorkS® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks@ Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : . Criterion Analysis Value Design Value Analysis/Design Shear fv = 38 Fv' = 155 fv/Fv' = 0.24 Bending(+) fb = 1142 Fb' = 1504 fb/Fb' = 0.76 Bending(-) fb = 53 Fb' = 938 fb/Fb' = 0.06 Live Defl'n 0.38 = L/416 0.67 = L/240 0.58 Total Defl'n 0.79 = L/202 0.89 = L/180 0.89 Additional Data: FACTORS: F/E(psi)CD CM Ct CL, CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.623 1.300 1.00 1.15 1.00 1.00' - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.4 million 1.00 . 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00, - ! 1.00 1.00 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V 229, V design = 207 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 720 lbs-ft. - Bending(-) : LC #2 = D+S, M = 34 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=.construction S=snow W=wind, I.=impact Lr=roof constr. Lc=concentrated . All LC's are listed in the Analysis output Load Patterns: s=S/2, ' X=L+S or L+Lr, _=no pattern load in this' span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle .F'theta calculated for each support as per NDS 3 .10.3 - Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. { CALCULATION OF DESIGN WIND LOADS - MPi Mounting Plane Information Roofing Material Comp Roof PV System Type - °-:. Solao;ity SleekMounr -j Al Spanning Vents No Standoff`Attachment Hardw ''are Com Mount_y e C Roof Slope 300 Rafter Spacing Framing - Type Direction Y-Y Rafters Pgrlin Spacing .. _X-X,Purlins Only, _ NA Tile Reveal Tile Roofs Only NA Tile Attachment Systems x Tile Roofs Only_ NA StandingSeam S acin SimSeam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method —. .-- Basic Wind Speed V 110 mph Fig. 6-1 Exposure.Category. 'C _Section 6.5.6,3 - ------ ---- --- Roof Style Gable Roof. Fig.6-11B/C/D-14A/B Mean Roof Height- h._ 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor _ ._ _Krt _ 1.00 _Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factory I T 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf - Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 "' Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever 124" Standoff Configuration Landscape Staggered Max Standoff Tribiita 'A_rea Trib x "` 17 sf i �!- -- - - PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -341 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR ' 68.2% r. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever �-g Portrait 19" NA Standoff Configuration Portrait Staggered Max_Standoff_Tributary Areas_-_____Thb 22 sf PV Assembly Dead Load - W-PV 3 psf Net WindAUplift at_Standoff_ Aa Tactual -426 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci -o - DCRKe .4 85.3%,k .w, t s�r4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ Parcel ��� Permit# - � Health bivision Date Issued Conservation Division... .p - Application Fee _ _ Tax Collectoz O 6 Permit Fee Treasurer ,�_ / O SEPTIC "YSTEM MUST BE 1:O, INSTALLED IN COMPLIANCE Planning Dept. VWTK TITLE g Date Definitive Plan Approved by Planning Board ENVfRONI "7NTAL CODE ANO TOWN P°,"C7 if r TgOr'�i Historic-OKH Preservation/Hyannis Project Street Address 16::7L , L n-a- Village Owner I Address �� � LA1 yin i Telephone Permit Request 16 f6l Square feet: 1 st floor: existing Proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family I& Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 1 Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: Wull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Q60 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing f new Number of Bedrooms: existing new a Total Room Count(not including baths): existing new First Floor Roo. Count fJ} N CJ Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 9�No Fireplaces: Existing _ New Existing wood/cofal stove:�D Yes} XNo Detached garage:❑existing ❑new size Pool: ❑existing Cl new size Barn:❑ �zisting .new;.�size Attached garage:❑existing ❑new size Shed:❑existing Anew sizelcb�I Other: Zoning Board of Appeals Authorization. ❑ Appeal# Recorded❑ Commercial ❑Yes TiNo If yes, site plan review# Current Use - -- - T - Proposed Use = BUILDER INFORMATION Name Telephone Number Address License# " V�6L5 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / .D y r FOR OFFICIAL USE ONLY 1 PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ADDRESSt VILLAGE - r OWNER °rr'' t DATE OF INSPECTION: FOUNDATION 6 t FRAME INSULATION ,t , FIREPLACE ELECTRICAL: ROUGH'. FINAL {' ka PLUMBING: ROUGI+ FINAL GAS: ROUGH " FINAL - FINAL BUILDING to DATE CLOSED OUT P- F ASSOCIATION PLAN NO. j l � } L ION F ROPER Y LINES MAY NOT B E ACCU RAT STANDARD LEGEND NOTE:not all symbols will appear on a map GOLF COURSE FAIRWAY EDGE OF DECIDUOUS TREES EDGE OF BRUSH ORCHARD OR NURSERY V—V—P-4 EDGE OF CONIFEROUS TREES MARSH AREA EDGE OF WATER __= DIRT ROAD I � DRIVEWAY PARKING LOT PAVED ROAD — --- — DRAINAGE DITCH Ma ————— PATH/TRAIL 92PARCEL LINE** MAP 1 io-<- - MAP# 21 E PARCEL NUMBER #1e60 E HOUSE NUMBER 2 FOOT CONTOUR LINE ...... —le— 10 FOOT CONTOUR LINE .•.•••. Elevation based on NGVD29 4.9 SPOT ELEVATION 1 _ e STONE WALL -X—X— FENCE �* RETAINING WALL RAIL ROAD TRACK STONE JETTY SWIMMING POOL PORCH/DECK 0 BUILDING/STRUCTURE 1 / DOCK/PIER HYDRANT e VANE ® MANHOLE O POST (D7 FLAG POLE T O W N O F B A R N S T A B L E O E O O R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N I T ,p SIGN ® STORM DRAIN r PRIMED SCALE:IN FEET =Thiss an enlargement of o **NOTE:The parcel lines are only graphic representahon DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The Jameso TOWER p and may NOT meet of property boundaries.They are not true locafions,and W.Sewall Comparry.Topography and vegetat on were interpreted from 1989 aerial photographs by GEOD0 UTILITY POLE` ry P P Phys' I rP P 0 P Y 9 PP P ryQ Q ZQra Standards at this do not re resent acNal relationshi s to ical 06 ects Co oration. Planimetria,to o ra h,and ve elation were ma ed to meet National Ma Accura Standards 1 INCH=20 FEET* on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2003 Town of Barnstable Assessor's tax maps. a LIGHT POLE O ELECTRIC BOX F:\dgn\conservation.dgn 07/28/03 01:43:07 PM STgRTING ll r, AT j UST t . 0 AT- HOME sm -- a� PRICE INCLUDES: ✓ DELIVERY to your homer 'i i °�ili ✓ CONSTRUCTION on-site white t ✓ WINDOWS & DOOR ; L cream (including flower boxes,shutters&door latch) ✓ GABLE VENTS clay _. ✓ ROOF STYLE choice , tan ✓ SHINGLE COLOR choice h ✓ 10 YEAR WARRANTY g y �.> ra �^ 8x12 $1,599 ONLY $40/mo* $1,699 O LY $43/mo* $1,999 ONLY $50/mo" $2,099 ONLY $57/m6* 8x14 $1,899 ONLY $48/mo* $1,979 ONLY $50/mo* $2,199 ONLY $57/mo* $2,399 ONLY $63/mo* - 8x16 $2,099 ONLY $57/mo* $2,159 ONLY $57/mo* $2,499 ONLY $63/mo* $2,649 ONLY $69/mo* Peak 10 Black, -- - --- -- 10x12 $1,999 ONLY $50/mo* $2,099 C LY $57/mo* $2,349 ONLY $63/mo* $2,499 ONLY $63/mo* 10x14 $2,299 OR $63/mo* $2,399 OR $63/mo* $2,599 OR $69/mo* $2,889 OR $75/mo* ONLY ONLY ONLY ONLY l + 1006 $2,499 ONLY $63/mo* $2,599 ONLY $69/mo* $2,949 ONLY $75/mo* $3,099 ONLY $82/mo r Extended nt ePea! k Brown 0 12x12 $2rhang) ,299 ONLY $63/mo* .$2,399 ONLY $63/mo* $2,699 ONLY $69/mo* $2,899 ONLY $75/mo*J �I 1204 $2,599 ONLY $69/mo* $2,699 ONLY $69/mo* $3,099 ONLY $82/mo* . $3,199 ONLY $82/mo* 12x16 $2�779 OR o* $2 879 OR $75/mo* $3,399 OR $88/mo* $3,499 OR $88/mo* ONLY 75/m ONLY ONLY ONLY is Gambrel White/Gray 12x20 $3,499 ONLY $88/mo* $3,599 ONLY $94/mo* $3,999 OONLY $100/mo* $4,199 ONLY $107/mo* DELIVERED and T BUILT ON SITE f ree of chauaranteed' rge,-,- For more detailed information visit Go o ShedsUSA.com/homedepot or call us toll free at Sq A xa^F 5 o _ *When purchased on your 866.616.2685 D I® • Home Depot Consumer credit card. s` Additional terms apply.See back for details. 'most areas, HD Portsmouth 2003(Reg.1,2,8) *Key Credit Terms:6-Month Credit Offer:Payments are not required for 6 months on any approved purctl , of$299 Site Requirements or more charged to your Home Depot'Consumer Credit Card account.Offer subject to credit approval.Valid at all U.S. Home Depot°stores.Ask an Associate for details.Minimum Monthly Payments:The payments shown are an estimate of •Clearance around the shed site must beat least 3'from any fences,trees,etc. your required minimum monthly payments,and assume that you have no existing balance,make no additional purchases, that you pay the minimum payment by the payment due date each month,and that you do not incur any additional fees. Please remove tree branches,brush or other obstacles 3'around perimeter of shed Actual minimum monthly:payments may vary.These payments apply only to the Home Depot Consumer Card. and 12'above ground. •Land grade must be less than a 6"slope from the highestrto lowest point,with Options & Upgrades for All Sheds no protruding rocks or stumps in the area. Note:Options and upgrades are an additional cost to the standard pricing. •Access to the site must be clear;sheds are delivered in prefab panels—stairs, t p pg p g narrow walkways,fences,gates,shrubs,carports,awnings,arbors,etc.may present Item Price difficulties and should be brought to Sheds USA's attention prior to delivery. PT floor joist INCLUDED •Land quality is important.When choosing your site,consider all factors 4 x 4 PT Runners"(8x12,10x12,12xl2) $35.00 including:proper drainage,firmness of earth,etc. 4 x 4 PT Runners"(8x14,8x16,1Ox14,10x16,12x14,12x16,12x20) $59 00 •Permits are the responsibility of the homeowner.Please contact your local town office 2"x 6"PT floor joists upgrade for 6'or 8'wide sheds(to,&12'sheds come standard with this option) $ .92 sq ft prior to purrhasing/ordering your shed to determine town/county restrictions,if any. PT 5/8"plywood floor $1.20 sq ft •Shed site must be 150'or less from where large tractor trailer can park.Sheds 4'storage loft for 8'wide sheds $65.00 sites located further than 150'from truck parking area will incur a minimum 4'storage loft for 10'wide sheds $80.00 $50.00 fee payable to Sheds USA at time of scheduling.Please inform/contact our 4'storage loft for 12'wide sheds $95.00 office if this applies to your site(toll free 866.616.2685). (loft storage space will vary with roof style, loft for 6'wide sheds a not available) If any of the S77F RFQUIRFMEA7 are nol fulfilled,your shed may not be built and Shelf A5.00 a fee of$150.00 will be chargedfor our crews to return and construct your shed once Enlarge Standard 40"Door to 54"Door $60.00 conditions are met.If this occurs,delivery of your shed materials must be accepted and placed on your property in a location accessible to the final shed site to avoid Enlarge Standard 40"Door to 66"Door $90.00 a$300 re-delivery fee.It iv the customer's rssponsibility to cover the materials with a Enlarge Standard 40"Door to 78"Door $120.00 non-transparent,waterproof material to prevent any unnecessary weathering and/or Ramp(pressure-treated $50.00 discoloration.All fees are assessed by Sheds USA at time of mlifrcation. VINYL SHED ONLY-functional window upgrade (each) $49.00 (standard vinyl shed window does not open—optional`functional window upgrade"window does open) Delivery Window screen(each) $15.00 •Sheds USA will acknowledge the receipt of your order by phone or by mail. Anchor Kit"(hurricane clips&anchors) $120.00 Please provide a daytime phone number at time of purchase. Note:54"double doors not available on any 6'wide or 8x8 New Yorker.66"&78"double door not available on any New Yorker or -.Delivery schedule will be established by Sheds USA.You will be contacted any of the following Bostonian sizes-8x12,10xl2 or 12x12 due to space restrictions, by phone 1 to 2 weeks in advance. •Delivery time will fluctuate based on seasonal volume,weather conditions and Product Warranty other uncontrollable events.Please note our crews deliver/install multiple sheds per day;therefore the status of one order may effect many others.We ask our customers to 10-YEAR-Limited Warranty! _ __ _ - __ _ _ _ be understanding if an unforeseen event affects their delivery/installation date. Sheds USA warranties the structural soundness of all its sheds for a period of 10 years from the date of delivery with proper • Delivery date and installation date may differ. maintenance.A detailed warranty and registration will be sent by mail to all new customers. •Site requirements must be fulfilled prior to scheduling(please refer to the "Please note:Some towiveouno building codes may require customers to purchase an'Anchor kit and/or 4x9 PT Runners"in order to meet "Site Requirements"section to ensure understanding). town/county specific re7uiremems/codes.Although Sheds USA builds one of the highest quality shed products available,some towns have very • Cancellation of any product already in production or manufactured will incur a stringent building codes and Sheds USA cannot guarantee that all of our sheds will meet,these codes.Any additional cost necessary to meet code 20%cancellation fee.Please contact us immediately If your order needs to be cancelled. requirements will be the the customer's responsibility. _ 'Cedar sheds may be built witb Cedar or Cypress depending on availability.Cypress and Cedar have very gmilar arn-urances£ Foy Standard detailed information,visit www.5hedsU9A.eom/homedepot " charactsrrstres,all bulleted items under the Cedar reader apply to both wood hypes.Sheds USA reserves the right to substitute materials with the ['�� ' undens!anling that any substitutions will be of comparable quality and appearance to that being specified. tandard Features & Materials • Roof(peak;extended peak orgambrel-6'wide sheds available in peak roof only) • I00%maintenance free • Pleasant aroma naturally repels • Most popular material • 30 year manufacturers warranty •MV OSB •Variety of colors available insects and resists rotting •Withstands all types of weather • Durable and economical •2"x 4"construction,24 on center. • Beautiful •Ages beautifully • Classic tongue-and-groove • Pre-primed surface make •Self-sealing shingles with 25 year warranty-available in black,brown or white/gray • Long-term durability • Excellent base for stain&paint concoction an excellent base for paint Roof Hel has • Preferred choice Ve stable—resi's s •Afforclabl r ced (Alt AN boars(,mne con f»t g t • r7' yP requinnglaintmstain) Peak Ext.Peak Gambrel •r warping and buckling • Upgraded and improved from 72xtwre T 111) [6wide==8�0�n/a n/a 8' wide 8'3" 8'6" 9101, -- - — 10'wide 8'11"9'-2"wv= $KU *471-897 (SKU represents Sheds USA's Bostonian,Portsmouth and New Yorker sheds only) 12'wide 91, 9191, 9'101, Walls •2"A"construction,24"on center HOW TO ORDER THE PORTSMOUTH STYLE SHED •Smart Panel 11:pre-primed surface(vertical) (all trim boards-come unfinished and will require painting or staining) Please make the following selections,then bring to the Special Service Desk for processing. •Pine:6"tongue&groove(horizontal) •Cedar:6"or 8"tongue&groove(horizontal) •Wall height=71';Extended front gable,front wall=75" She' Siding Material Maintenance free vinyl siding applied over 1/2"plywood ❑Portsmouth-Cedar ❑Portsmouth - Pine ❑Portsmouth- Smart Panel Itr. Floor(Floor sizes are approximate.if the customer chooses to install a concrete base c or footing,they must first contact Sheds USA for exact outside floor measurements.) El Portsmouth Vinyl O white vinyl O cream vinyl O clay vinyl O tan vinyl O gray vinyl ,l .5/8"OSB tongue and groove III, Shed Size �� '•Pressure treated floor joists standard •Optional pressure treated 5/8"plywood available x •2"x 4"cons tmction,16"on center for 6'&8'wide units •Optional 2"x 6"floorJJ'oists available for 6'&8'wide units Roof Style 2"x 6"construction,16"on center for 10'&12'wide units �q� � •Concrete block supports-4 comers,front&back center of outside frame 5&:C(`3IA ❑Gambrel ❑Peak ❑Extended Peak •Optional 4"x4"PT Runners •Pressure treated 4x4 center beam on all 12'wide sheds Roof Shingle C' ' if prepar rig your own foundation/footing,please call Sbeds USA for the eracl ❑Black ❑Brown ❑White/Gray oursidefioordimensons-866.6162685 �indows Options & Upgrades •All windows come with flower boxes and shutters ❑Pressure Treated Ram ❑VINYL ONLY window upgrade •Wooden sheds come standard with functional windows P pg •Vinyl sheds come standard with non-functional windows ❑4' storage loft for 0 8' O 10' 0 12, ❑PT 5/8" plywood floor (functional udndows available asanoption) ❑Door enlargement 0 54" 0 66" 0 78" ❑Shelf Doors •40"double door standard ❑2"x6" floor joist 06' 08' ❑Window screen (6r6sheds come with 26"singledoorstandard) •Optional 54",66"&78"doors size available ❑4 x 4 Runners - shed size:_x ❑Anchor Kit Note:All shed dimensions are approximate-door&window locations cannot be changed. 4 Town of Barnstable CF THE "o Regulatory Services snxtvsrnate, Thomas F.Geiler,Director MASS. 1639• .0� Building Division CEO MA'1 A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: I`/ 0 JOB LOCATION:. 1& ( G V\n t Tber street I village "HOMEOWNER": EEC C�V e� " name j J� f home phone# work phone# CURRENT MAILING ADDRESS: ' 1 b�flt eie)n,S A cty/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum' pection procedures and requirements and that he/she will comply with said procedures and req Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community.. Q:forms:homeexempt 192.0 2 x 8 x 16 (Typ of 2) f 2 x 6 x 8 (Typ of 16) Joist Hangers (Typ of 32) Dbl 2 x 8 x 12 I x 8 x 12 (Typ of 4) r '**"�—Dlol Joist -Hanger (Typ of 2) Dia. Concrete Pedestal. (Typ. of 6) Sunk in 48' from top of grade 6' Exposure min. �iosc M r, Y - -- --- -y- --4 - i { + t � 11 ` �jN'' oc. 4 rljw T `p Ln I I I f 1 + nr 1{{ 1 II 1 1 # I i{ fl 1+ -\ The Commonwealth of Massachusetts Department of Industrial Accidents Office offosestigotioos 600 Washington Street U Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit i name: location 16- hone# tI—alm'ato�moeownrx performing all work myself. ❑ 1 am a sole netor and have no one worldr in any ca achy em 1 rovidin workers' compensation for my employees.working on this job..::::::::::?? I am an Dyer g..........................::.::,:::.:.:::..:::::::.:::.:..:::.::::::::,:::::::.:...:._:::::::.::.:::.:::........::::::::..:.:....:.:.:::..:::::. :.:::::::::::::....::::::::::::::::;:.:.:::::::.:::::::.: :tom an ::maul cldre ......... ................ y 12'�:'::�"";:,"i:;:{:•?::?>�':•`��`i:;::i;:Y:C'isj;;;`}v:;S:'i>ii�`:j`:?'i;;is::}"�}��?}} ��i:itiM1:;}:{:;i :;::: .Q. ..RQn Tf �•�•''CD%`iiy# ;i`i%:'<: 'C, .11TSttrattce ❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have n workers' co ensation olices; the follows :.....................:. ::::.,..::::::..........mp..............................:.::::.:::::,::..:.. ant :cam an :n r............. .....: v..... k S .... ..- ..........................................:.�:::::::.::•.. ..... v....... .'•iji>:;i:{.::::: :fi?:ii::; irri:;ii>: :Yi�: iiiiii'rii: is}•:;i::}:{:':;:}'j:: :: i::;:>;}:}r:4?}:i}}}}i?:•:•}}}??:4:•}}::iiJ:i4i:i:y::?:pi-•}}r:i.�:i:.;•:::::: ..;vr'•:vv::.}':::::::: •••}v;'ii:.};J:>.>iiiiiiii i::}}};tif: •`•:l:ii:}::4 S:::::$:i%}:;i:;:;is iin$i j;}ii:;:j yi}:ii-isis is?...........i}?}:i::;vi:;ii.i{{::!::;is.........:.... :ii< ::;.}:•:.::::::;:::ii +'..:. ................. .................... ......................... ..........................:}}}:ii:;.}?-•:::::.W:.�:^::::.�:::::•'�)::�:•}:.�:::.�:::r:•.vv::::::w:.uv:.�:::.$:n•:vV•.?C6.;•}•S'w;.;.,`.A....:n..: C:;•:;•}:;}:•}?:;^:?:v:•}}}:•}}}}}}}:v:i?ixx..::.y::w::;::;:v�v'''::..`::•:'..•'::::.'::.::•:::::•'�.`.'.'::.':::`:.':'::::::::::::................................:: :•:if::v}}:•:•}:S4?:i•}i:G:�}?:<:•}:•}}}i:•}:j4:J:}. , ':ti}:i;vSi .... ..............:::.?}i:L?}i}:•:!::�.:.. .......................;...::.:•::.�u:::::.�::::.:.....:::•.............:. '' :f(M:}}:•?:•?:i•,v,.}:4}ii}:i^:4}:i4::}}isi:?t�i:i::ti}{:i}:ti+}r�'>i•�iiii::...............C'f.. .,,..:..;.:....... .�.::,,.}:�:�..•::}:. o}a. o�lt t'�':#:;: .yv}% i`i'q'jy'':r�%2:�` �ay y?c`i; ;?`?:?:;;?'%•`•}.'::.x<•}:;ta}::?ka::;:;;o::}:a}r •;,ran // ..... ........:... :'t`i:%:;:;Siiii:i::;::;;;?%% r.?::'}:;>::>:;:;:<::::r.:;:':':;r;:;:;:;}`::;r :%t;+;::;: :;<;::;?::;:;:;;:;:;%;:::::;:i:;f•::::'t't:;:::}>;:;:':;:::::.:::.::;;;}?•}Y:::•. ..name=...... . ...:........:...... . ...::::....................:.:. `'••.sr new •'ess. .. .................::::::::::::::::::::':tr;�}:}}:�::.;:::.:...:.::::.�.::::::::::::::::.......::::::::::......................:......:.:..�.�::::n...'vw::i::::::::::::::v:•::•;•:�i'`::!�}i?i:::}i::i};i:::;,�:}:::.�::.:>x::•}}:Sw.�:.�::::::::.�:::n:};:::::::. :•:Yi:4i:J:?ii: ;:..tn..:::::v:::.}:;:4:}i}}?:?:!;•i}:;.}}?}?}::^}?}}:;?i}i}:}:p;::::.�:::.�:::.�J:::::.�:vim............ .......................:::::::::::v:::::::::.}:•?isiiiii:vi}isi4??}}i}}::i::iJ}:;:+ii:i�:�.'iiv:�iii:i�i::?;i{:Sig$iii:;�ii :;?:4:?:isv±?f'.�.vv�.v.�.v:::{;v::::•.�:::::::::.:�:::::::::::::::.�:::::nv:v:::• r..:.....v...;::::+?:i<::�ii:i:<4 ii:•:?::i:i:}i!;:;}:;:;:;:::{it�i?:�:?i:::;: ?:?�:::::•::•::::•}Y.;i}-;}:4:•:.:.�n.::•.�.: u�urance c � �ti Faitme to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one yam'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand that a copy of this statement may be fornsrded to the Office of Investigations of the DIA for coverage verification I do hereby t7u and penalties of perjury that the information provided above is trUP and correct Sigasture Date Phone# Print name omcial use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#!; - ❑Other (rcvised 9/95 P)ru Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives.of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be V. submitted to the Department of Industrial ndusal Accidents for confirmation of insurance coverage. Also be sure to sign and he city or town that the application for the permit or license is date the affidavit. The affidavit should be returned to t being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be retmmed in- the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents once of investigations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 �ZIMElp Town of Barnstable Regulatory Services BAMSTABM Thomas F.Geller,Director . y Mass. $ �'Otp039. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 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 Costly(,000 Address of Work: Owner's Name: _Q,�� r,?.ANC—q Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑B ilding 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: Date Contractor Name Registration No. OR Date T Owner's Name Q lomwhomeaffidav ABBREVIATIONS ELECTRICAL NOTES ' JURISDICTION NOTES A AMPERE 1. .WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE - EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY-RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL_LIST ALL EQUIPMENT, IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) Y= CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE. DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). s �* kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN f, LBW LOAD BEARING WALL RELIEF.AT ALL ENTRY INTO BOXES AS REQUIRED BY " MIN MINIMUM UL LISTING. .,• # �' (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL-LISTED LOCATION PROVIDED BY THEzz NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING "-� A w OC ON CENTER HARDWARE. E PL PROPERTY LINE 8. MODULE FRAMES, .RAIL, AND POSTS,.SHALL BE P01- POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN `ELECTRIC PANEL: SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & ` STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE .POWER SUPPLY . V VOLT Vmp VOLTAGE AT MAX POWER VOLTAGE AT OPEN CIRCUIT W WATT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT - - - w ` '• $ PV1 COVER SHEET �s PV2 SITE PLAN PV3 STRUCTURAL VIEWS w: PV4 UPLIFT-CALCULATIONS -LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM ' '�$. � Cutsheets Attached GEN #168572 1. THIS SYSTEM IS GRID-INTERTIED VIA A i ELEC 1136 MR UL-LISTED POWER-CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION a MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: 'Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV NAME1 DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026347 00 GU, MINE GU RESIDENCE Justin Martin ��40 — BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0$0 SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 16 THACH LN , 5.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE, MA 02601, ORGANIZATION, EXCEPT T CONNECTION WITH 24 St Martin Drive,Building 2, Unit 11 THE SALE AND USE T, THE RESPECTIVE (21) YINGLI # YL250P-29b SHEET. REV: DATE: Madborough,MA 01752 ' SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN • � PAGE NAME: PERMISSION OF SOLARCITY INC. INVERTER. /SOH 957-2045 PV 1 6 13 2014 L• (650)638-1028 F. (650)638-1029 SOLAREDGE SE5000A-US-ZB-U \ ) , COVER SHEET (M)—SOL-CITY(765-2489) www.solarcitycom PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 102 ARRAY AZIMUTHA02 y��t�Eits, MATERIAL: Comp Shingle STORY 2 Stories v a M40REVIV D. R� t WHITE v STRUCTURAL � NQ.473153 9FGIST E {6 - �� NAL 16 Thach Ln STAMPED & SIGNED FOR STRUCTURAL ONLY Andrew White Front:Of House , (E) DRIVEWAY 2014.06.13 13:42:41 -04 00 LEGEND �.D�' M O' (E) UTILITY METER & WARNING LABEL L O inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS AC © DC DISCONNECT & WARNING LABELS FAC 0 ' _ AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS OU DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS d MPl o O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS A CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE p HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN ILLScale: 1/8" = 1' Ln 0 1' 8' 16' J B-0 2 6 3 4 7 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE GU, MING GU RESIDENCE Justin Martin �.'", mSo�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 16 THACH LN 5.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Bulding 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (21) YINGLI # YL250P-29I) PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-US-ZB-U L (508) 957-2045 SITE PLAN PV 2 6/13/2014 (888)—SOL—CITY(765-2489) www.sclarcity.com I`r1.491 AW,41 S NALL , STAMPED & SIGNED FOR STRUCTURAL ONLY - Andrew White 2014.06.13 13:47:40 —04'00' 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. S1 (4) G(2) PO SLYURETHANE SEALANT. ZEP PILOT HOLE WITH ZEP COMP MOUNT C - ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE 4 PLACE MOUNT. 1 ., 1 -6 01 (E) ROOF DECKING V (2) IN LAG BOLT WITH - 5 G(5)F 1'- (E) LBW " SEALING WASHER. 1 A A 5 6 DI LAG BOLT . WITH SEALING WASHER _ LOWEST MODULE SUBSEQUENT MODULES O) INSTALL LEVELING FOOT WITH SIDE VIEW OF MP1 NTS (2-1/2" EMBED, MIN) BOLT & WASHERS. A (E) RAFTER MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES STANDOFF LANDSCAPE 64" 24" STAGGERED i Scale: 1 1/2" = 1' PORTRAIT 48" 17" RAFTER 2X6 @ 16° OC ARRAY AZI 102 PITCH 30 STORIES: 2 C.J. None @16 OC Comp Shingle PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-026347 00 GU, MINE � GU RESIDENCE Justin.Martin ���a CONTAINED SHALL NOT BE USED FOR THE ��"}NOR SH OF ANYONE EXCEPT SOLWHOLE INC., MOUNTING SYSTEM: .�1 SO�arCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 16 THACH LN 5.25 KW PV ARRAY ►r PART TO OTHERS OUTSIDE THE RECIPIENT'S - , [MODULES: THE ASALE nAND USEEOF ITHE RESPECTIVE (21) YINGLI # YL250P-29b BARNSTABLE, MA 02601 24 5t.Martin Drive, Building 2,Unit 11 4 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER' PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. 50H 957-2045 PV 3 6 13 2014 T: (650)638`1028 F: (650)63871029 SOLAREDGE SE5000A-US-ZB-U ) STRUCTURAL VIEWS / / (B88)-soL-CITY 765-2489) 'wwwsolarcitycom r - - UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. ' CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: , l R _���� • CONTAINED SHALL NOT BE USED FOR THE ``—O26 347 oo PREMISE OWNER: DESCRIPTION: DESIGN:: GU, MING GU RESIDENCE Justin Martin p SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: j,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C . 16 THACH LN 5.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS [MODULES: BARNSTABLE MA 02601ORGANIZATION, EXCEPT IN CONNECTION WITH24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (21) YINGLI # YL250P-29b - PACE NAME Marlborough,MA 01752 i SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN! SHEET REV DATE T. (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: 508 957-2045 PV 4 6 13 2014 (888)-SOL-CITY(765-2489) www.solarcity.com SOLAREDGE SE5000A-US-ZB-U � ) UPLIFT CALCULATIONS � � GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:GE Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ##SE5000A-US-ZB-U LABEL: A -(21)YINGLI # YL25OP-29b GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44 011 998, Tie-In: Supply Side Connection Inverter; 5000W, 240V, 97.5%; w/Unifed Disco and ZB, AFCI PV Module; 250W, 226.2W PTC, H4, 40mm, YGE-Z 60, Black Frame, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.6 Vpmax: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER SOLARGUARD Inverter 1 (E) WIRING HOFFMAN METER Located Outside ENCLOS 4 Disconnect 3 SOLAREDGE C B 30A SE5000A-US-ZB-U SolarCity L2 N 2 A 1 ---- GND - ----------- -- GND --- ------------- EGG ___ DCr _ D�� GEC T N Dc- DC- 1 String(s)Of 21 On MP 1 - -1- -- ------------------- t� F- ---J GND -_ EGC----------------- -- --- EGC ------ y N l TO (E) MAIN BREAKER GEC f AND D-PANEL r_, TO 120/240V i 1 SINGLE PHASE i UTILITY SERVICE •i 1 i 1 i 1 Voc - MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8' x 8', Copper B (1)CUTLER-HAMMER DG222NR8 A (1)SolarCitY p 4 STRING JUNCTION BOX -(2)ILSCO A IPC 4/0-$6 Disconnect; 60A, 240Vac, Fusible, NEMA 3R AC 2x2 STRMGS, UNFUSED, GROUNDED DC Insulation Piercing Connector, Main 4/0-4, Tap 6-14 SolarGuord Monitoring System -(1)ZEP•#850-1196-002 9 ys Universal Box Bracket PKG B D � ] C (1)HOFFMAN #ABR86 - _ ' Enclosure; NEMA 3R PV (21)SOLAREDGE pt mizzeer, 300WSH4, DC to DC, ZEP SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE nd (1)AWG#6, Solid Bare Copper SC AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)Ground Rod; 5/8' x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL (1)AWG#6, THWN-2, Black � 1 AWG #10, THWN-2, Black 1 AWG 110, THWN-2, Black Voc* =500 VDC Isc -15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG#6, THWN-2, Red O Ise(1)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=14.8 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.8 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240VAC Imp=20.83AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240VAC Imp=20.83AAC (1)AWG#10, THWN-2, Green. . EGC. . . . (1)Conduit Kit; 3/4' EMT . . . . . ..-0)AWG#6,,Solid Bare.Copper. GEC. .. .-(1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . . . . .. .-(1)AWG #8,.1HWN-2,.Greeq . _ EGC/GEC.70)Conduit.Kit;.3.4'.EMT. . . . .. . . . . PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDAHALL NO BE USED FOR THE JOBNUMBER: JB-026347 00 GU, MING GU RESIDENCE Justin Martin CONTAINED SHALL NOT EXCEPT USED FOR THE ���SolarCity N BENEFIT ITNBENDI CLOD SOLARCITY WHOLE OR IN MOUNnNc SYSTEM: 16 THACH LN 5.25 KW PV ARRAY /..' PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C BARNSTABLE ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , MA 02601 , THE SA THE RESPECTIVE 24 St. Martin Drive,Building 2, Unit 11 LE AND USE OF (21) YINGLI # YL250P-29b SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET REV: DAIS Marlborough,-102 MA 50) PERMISSION OF SOLARCITY INC. ISOLAREDGE SE5000A-US-ZB-U (508) 957-2045 THREE LINE DIAGRAM PV 5 6/13/2014 (86)-(soL-aT�is5-2489) da��ycom Contractor:Type 3R axe r Contractor:Type 3R Screw-Cover Type 3R Boxes and Enclosures Screw-Cover Type 3R Boxes and Enclosures Screw-Cover,Type 3R D Mount;ngli Mountingl yp CatalogNumber AxBxCin./mm Bod S le in./mm Worn in./mm Knockout Pattern Features A1211726 12.00 x 12.00 x 6.00 A - 2.25 1.06 C-D-E-F-G Drip shield top and seam-free sides,front and back 305x305x152 - 57 27 • Slip-on removable cover fastened with plated steel screws along A15R126 15.00x 12.00 x 6.00 A - 2.25 1.06 6o=E-F-G bottom edge 381005x152 - 57 77 Handles on larger sizes(see table) A16R126 16.00 x 12.00 x 6.00 A - 2.25 1.06 C-D-E-F-G Embossed mounting holes on back of enclosure 1 00x12.00x - 2. 27 • Knockouts in bottom of 16 and 14 gauge enclosures A18R726 4B7x 305x 156.00 A 11 .27 c'B=E-FG g g 457x305x152 - 57 _ _27- Provision for padlocking A18R186 18.00x18.00x6.00 B - 13.00 1,12 A-B-C-O-E-F-G-H-1 • No gasketing 457 x457x 152 - - 330 28 A4R126 4.O6312111x6.00 e 13.00 Specifications 77 1.12 CD ET-6 x 1 330 '28 16,14 or 12 gauge galvanized steel 112411786 24.00 x 18.00 x 6.00 B - 13.00 1.12 A-B-C-D-E-F-G-11-1 610 x 457x 152 - 330 28 Finish A24R246:24.00x24.00x6.00 B - 13.00 1.1f ABCD-E-F-G-H-1'•" ANSI 61 gray polyester powder paint finish inside and out over / "` 61Ox51Ox152 - 330 2a y phosphatized surfaces. A8R88 203 x2.3 x 203 A - 572. 27 F-G-H-I 203 x 203 x 203 - 57 27 _ Accessories 112Ri28 11.00 x 12.00x 8.00 - A - 2.15 1.06 GD=E-F-G See also Accessories. .- .... 305x305 z203 A"- 57 Industry Standards A15R128 15.00z12.00x8.00 A - 2.25 1.06 C-D-E-F-G Industrial Corrosion Inhibitors 381 x305 x203 - 57 27 UL 50,SOE Listed;Type 313;File No.E27525 Electric Heater 4i81 28 18.00x 12.00xa.00 A cUL Listed per CSA C22.2 No 94;Type 313;File No.E27525 Grounding Device 457x305x203 57 28 ACType3R Mounting Bracket Kit A24R168 24.00 x 16.00 x 8.00 B - 13.00 1.12 C-D-E-F-G NEMA/EEM IEC60529, AC Touch-Up Paint 610x407x203 - 330 28 Bulletin:A90S3 A18R788 18.Oox18:00 x 8.00 B ;,ate- ,. 13.00 1.12 ABCD E,F-G=H-1 Application 457 x457 x203 = 330 28 . Use this enclosure with or without knockouts in outdoor applications A24R788 610x 418.00x8.00 B - 33.00 1.12 A B C D E-F-G-H-I 670 x 457 x 203 330 28 as a wiring or junction box. A24068 24.08x20.00x8.00, B - - - '13.00, ":1.12 A B CD E F-G H-I -x: >, 1` - ;.•.s i 610x508x203 ''t+k`-•3`d _ ,:;J,330 '� ...=28' i� - "" - _ A2411248 .24.00 x 24.00 x 8.00 C rr 12.19 13.00 1.12 A-B-C-D-E-F-G-11-1 Standard Product 61Ox61Ox2O3 310 330 28 A30R248 30A0i24A0x8.00 x C 15.19 13.00��7.72 D Mounting Mounting `xx#;S.:N• _ 762 x610x 203y -e ` n9 386 Catalog Number AxBxC in./mm Bod St le inJmm 1nJmm in./mm Knockout Pattern - A48R368 48.00 x 36.00 x 8.00 C 24.19 33.00 1.50 ABCD-E-F-G H-I A4R44 4.00 x 4.00 x 4.00- A 'b- -'x 1.88 .s.... 2.00 - - B-C -.- 1219 x 914x 203 614 838 38 102x10200_1 - - L12 k C-0-48 51 _ - _- _ _ A18R1810 18.00x18.00z1600 B - 13.Oo -. E-F-G-H-ITT A61144 6.00 x 4.00 x4.00 A - 1.88 1.06 B-C 457 z4S7x254 152xl02xlG2 - 48 27 4R7810 24OOx 1800x 00 B - 13.0 1.1 ABC-D-E-F-G-H-1 A72R44" ,, .,•.;,� 12.00x4.00z4.00: *„,• 106 ;� ,e° BC .4ry;� • -__ 610x457x25410 n- 3300 28 - A2 _ •305x102x102 - `"H - ° ="48, 27- _ a - -- A4R7490-'-" A-00x14,60x10.00�"° C '12.19 ., `13.00 ,w7a2" _ ` ABC-D-E-F-G-H-I'"'�"�"� 1161164 6.00x 6.00 x 4.00 A - 2.25 1.06 B-C-D 610x610x 254 310 330 28 152x 152x 102 - 57 27 A30112410 30.00 x 24.00 x 10.00 C 15.19 13.00 1.50 A-B-C-D-E-F-G-H-1 A8964 - ,;,.8OOx 6.00x4.00. A ,,. , x2.25 1.0 „ 762x610x254 386 '330 38 =�":9203x152x10t fill,. ;r': "z�r, _•�.^t=J -a... _ c57 eaa*Aff",,.,. i7e _' 7 .k ___..____ 3 W `� - _ - A2482412 e_ 2400x24.00x1200 ,.. C'.. � ' •-`310� :5`r- 3300 �� 1_12 ABCD-E=F-GH-I ABR84 B.00x8.00z4.00 A 2.25 1.06 F-G-H-I _ ""-" .,_ ` - __�=r14` _610x610 x305 _ �`1' -_ 203 x 203 x 102 - 57 27 A30R3012 30.00 x 30.00 x 12.00 C 15.19 27.00 1.50 A-B-C-D-E-F-G-H-1 AlOR84 10.00x8.00x4.00 A - 2.25 1.06 F G-H-1-- �� 762 x 762 x 305 386 686 38 ,+57 _f 27 _ A36R3012 36 00 x 30.00 x 12 00 :� t .;. ,.� 1819 2727.00 ., 150 A B C D E F-G H I1 Al2R84 12.00 x 8.00 x 4.00 A - 2.25 1.06 F-G-H-1 - ;4 �- .; " - ^%� 'ke 914x762z305 s-r .-�462 686. _ 38 k 4 - 305 x 203 x 102 - 57 27 A36R3612 36.00x 36.00 x 12.00 • C ♦- 18.19 33.00 1.50 ABC-D-E-F-G-11 1 11100047-10.00x10.oOx4.00 A - - 2.25 - 1A6'"" CO=E-F-G " 914x914x 305 462 818 38 li 254z254x 102 - 57 27 ._ _ - _ A30B3016 30.00x30.00x16.00 C 15.79 27.00 7.50 A-B-C-D-E=f-G-H-I I, 112R704 12.00x10.00z4.00 A 2.25 106 COEFG 762x 762 x406 386 686 38 - 305x254x1o2 57 27 8R3616 4800 x 36.00 x 16.00 C 24.19 33.000 1.50 A B-CD-E-F-G H-1 �A72R724 _y =;._12.00z12.00z4.00 _ =A "W.;. -aa 2.25 �„ '�`i.O6 t-=� -;..,�1°`CD E-F-G s - "- AO .•„ .a, 1279 x f-o x 406 614 836 38 305x305x102 '" �' '"57 27 � "'- � A4R44NK 4.00i4.00 is 4.00 -� A - - - 1.88 2.00 At8R124 18.00 x 12.00 x 4.00 A - 2.25 1.06 C-D-E-F-G - 102z102x 102 48 51 - 457x305x102 - 57 27 Al2R44NK 12.00x4.00 x 4.00 A - 1.98 1.06 - 91811784 7V 18.00x16.00x400s ,,13.00' �112 305x 102x 102 - 48 27 -457x457x102'' ,=330 *z "' 28 - - __.. _- -- - �. s '"c A6R64NK 6.00 x 6.00 x 4.00 A ' x.,, s,c"y. 2.25 - .1.06 A6R66 6.00 x6.00x 6.00 A - 2.25 1.06 B-C-D � 152x152z102 *'. �'� - 57 ' °'27 152x 152x 152 57 27 _ ABR64NK 8.00 x 6.00 x 4.00 A - 2.25 1.06 - A8R86 c • 8.00 x B.00 x 6.00..,A 2.25 7.06, F-G-H-I 203 x 152 x 102 - 57 27 x 203 x 152*'6.0 .ODz 8.06_x 4. A � _ram AlOR86 10.00 x 8.00 x 0 A - 2.25 1.06 F-G-H-1 �„` 203x203x102 ___�"` ya "'c' - 57 254xM3052 _ - 57 27 AlOR84NK 10.00 x 8.00 x 4.00 A - 2.25 1.06 - G10R706�-10.00x10.00x6.00�r� A - 2.25 1.06 CO-E-F-G'•^�F 254x 203x 102 - 57 27 254z254x 152 - 57 27 Ai2R84NK 12.00 x 8.00 x 4.00 A - 2.25 1.06 - A121186 12.00 x 8.00 x 6.00 A - 2.25 1.06 F-G-H-1 = 305 x 203 z 102 a, - 57 _27 305 x 203 x 152 - 57 27 10. --^ -__ AlOR104NK 10.00z 10.00x4.00 A - 2.25 1.06 - A72R106"'"." "12.00xt000x6.00 A - 2.25'�' `•-1.06 , CD-E-F-G 254x 254x 102 - 57 27 N x254x 152 - 57 27 p72R104NK 12.00z10.00x4.00 A - 2.25--l.06 - - 305 x 254 x 102 57 27 Subject to change without notice PH(763)422-2211•FX(763)422-2600•hoffmanonline.com O 2009 Hoffman Enclosures Inc. 2 Subject to change without notice PH(763)422-2211•FX(763)422-2600•hoffmanonline.com O 2009 Hoffman Enclosures Inc. Spec-00263 B Spec-00263 B 0 „,1PL0N eY Screw-Cover Type 3R Contractor.Type 3R Boxes and Enclosures ' Screw-Cover Type 3R Contractor.Type 3R Boxes and Enclosures , D Mounting Mounting3 H Catalog Number A%BxCinJmm Bod St le in./mm in./mm in./mm Knockout Pattern Al2R124NK 1200x 1200 x 4.00 A - 2.25 106 -305 Body ScyleA III 305Xx 102 - 57 27 R18R184NK 3-•,; t.rt,X* 7800x 1800 x4.NO-8 11.00 330 J III �.28' A6R66NK 6.00x6.00x6.00 A - 2.25 1.06 - _ ` 152 x 152 x 152 - 57 27 q III (MOUNTING III 'A18R66NK"'�'s�'�18.00i6.00x6.00 A -- 2.25 �"106 „k i.- ,gA HOLES) 457 x 152 x 152 - 57 27_ fzs^ II III ABR86NK .3x23x 152 A - 57 106 228mm 203 x 203 x 152 - 57 27 - - AlO118611K 10.00x8.00ic6.00 - 254 x 203 x 152 - S7 27 AlOR106NK 10.00x 10.00x6.00 A - 2.25 1.06 - - 12 254 x 254 x 152 - 57 27 J PADLOCK A128106NK`�12.00 xx110.00 x 6.00 A - 2.15 11.06 - .12� STAPLE ' 305x254x 152 a - 57 27 - 3 mm B C A72R726NK 12.00 x 12.00 x 6.00 A - 2.25 1.06 - - 305x305x152 - 57 27 A751172614K77 - 15.00 x 12.00 x 6.00 A - 2.25 1.06 - - - ~H >'x•*°' x305%152 ° r Body StyleB 387 A16R726NK ., 1600 x 12.00 x 6.00. A - - 2.25 1.06 - 406x305x152 57 27 _-_. A78N726NK'���,- i900x 1200 x6.00 ' A - 2.25 106 IIII - _ 4 457 x 305 x 152 '•. f',��,.._ .,,• 57 v t�`"" µ g+ x 'r ,..ri J - A18R186NK 18.00 x 18.00 x 6.00 B - 13.01 1.12 - _ '2,x„8 IIII - 457x457x152 - 330 28 AA-Wilk ,fii;24.00x 78.00x6.0 �6 • - w + 13.00 112 (MOUNTING - q `61004,57x152 w rt«�28 •: ,�+..'4, " 88 IIII. HOLEs)TI 111 - F. IIII IIII A241124611K 2400x24.00X600 B • - 13.00 112 - 22 mm 610x 610x152 - 330 28 T T - G8R88RK 8.00X 8.00x8.00 A - 2.25 106 ,-- ,,,.,. - - - L. 203x203x203 - 1.06 _ 27 - A24R88NK 24.00 x 8.00 x 8.00 A - 2.25 1.06 - • 610 x 203 x 203 - 1.06 27 - ,12 - J PADLOCK 3 1mm Al2R728NK 12.00x12.00x8.00 A - 2.25 1.06 - 3 mm STAPLE 3osx3Bsxzo3 n n g C A15R128NK 15.00 x 12.00 x 8.00 A 2.25 1.06 - - _ - 381 x305 x 203 - S7 27 _.__.__- ___��r` Al8Ki28NK"r18.00X 12.00x8.00 A - " 2.25 1.72 - - H _ _ _ _ __457 x 305 x 203 - 57 28 '€ Body Style C - - A18R188NK 18.00 x 18.00 x 8.00 8 - 13.00 1.12 - 457x457x203 - 330 28 A x 203 8.00 B ,Y - 330J.U0 28 D J 2- .^„* ::='a:. 1104mm 610x457 _ (MOUNTING 3.84' A24R208NK 24.00 x 20.00 x 8.00 BLL - 13.00 1.12 M M L HOLES) 98 - _ 610 x 508 x 203 - 330 28 - ItIR 8NK ,: 24.00X24.00x8.00'T"�'C ;(..12.19 - ' -610x610x203 ""'�°e .... .�:: - 310,�y�' '.a. 330'-__- _ "'-•,28 '-; .�` � �DOO� A30R248NK 3000 x 2400 x800 C 75.19 .,. 1300 112 - q I HANDLE - - 762 x610x 203 386 330 28 1 - ^ 2 A48R368NK F :.r 1220 36.00x8.00 C t- 614 838 ,p -150 �. � 20.00 PADLOCK re 28mm I I 1220x916x203 614.E �_ . 838 -. _38 $ �...u' "' �508 mm� STAPLE 1.23 3 -mn _ R24R2410NK 24.00x24.00X 10.00 ( 12.19 13.00 1.12 `- 610x610x254 - 310 330 28 --- - A24R2412NK=24.00x24.00%12.00 C 12.19 13A0 610x6x10x305 110 330 v..; .25 - J B A3 _ 6 mm OR3012NK9 f1TO 30.00 x 30.00 x 12.00 C 15.19 27.00 1.50 - 6 - - 762 x 762 x 305 386 686 38 C MURMUR 1660x30.00x-lfOO C-18:19 27.00 11.50 - - 914x762x305 "462 686 38 1-- 1 1/4 - - / A36R3612NK 36.00 x 36.00 x 12.00 C 18.19 33.00 1.50 - 3/4-1 3/4-1 3/4-1 3/4-1 1/2-3/4 1/2-3/4 1/2-3/4 1/2-3/4 914x914x305 462 838 d. G30R3016NK'�"30.00x30.0036.00 C 15.19 27.00 1.50 - - 762 x 762 x 406 386 686 38 A48R3616NK 48.00 x 36.00 x 16.00 - C 24.19 33.00 1.50 - 1 62 A B C D E F G H 11 sz . 1219 x 915 x 406 - 614 838 38 41 mm n1 ,2 " 1.62 62 - 41 mm 41 mm 48 mm 48 mm C2575-C Subject to change without notice PH(763)422-2211•FX(763)422-2600•hoffmanonline.com ®2009 Hoffman Enclosures Inc. 3 4 Subject to change without notice PH(763)422-2211-FX(763)422-2600•hoffmanonline.com O 2009 Hoffman Enclosures Inc. Spec-00263 B Spec-00263 B t 1 - t SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed I {„,�� Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules aesthetics while minimizing roof disruption and Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL Fastener Size Per NDS Section 1.1.3.2 labor.The elimination of visible rail ends and listed to UL 2703 R mounting clamps,combined with the addition ©2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 as"Grounding and Bonding System" 3 Insert Comp Mount flashing under upper to a more visually appealing system.SleekMount \\\ utilizes Zep Compatible TM modules with .Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the •Painted galvanized waterproof flashing upon flashing need for rail and reducing the number of g p g - standoffs required. In addition, composition .An components for corrosion resistance - '" ©5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount -�! using machine Screw e ©7 Place module O Components OA 5/16"Machine Screw © Leveling Foot © Lag Screw QComp Mount © W Comp Mount Flashing © o 00 t ® t SolarCity. January 2013 F j 0 U� LISTEDSolarCity. January 2013 C°MppS solar=@@ solar=19 SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-cell pv (for 72-cell PV (for 96-11 PV ) • A modules) modules) modules) P300 / P350 / P400 IINPUT Rated Input DC Power" 300 350 400 W .......................................................................... .......................... ............................. ........................................ Absolute Maximum Input Voltage(Voc at lowest temperature. ) 48 60 80 Vdt .............................................................................. .......................... .....................:........'........................................ MPPT Operating Range 8-48 8-60 8-80 Vdc . Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc ... Maximum Efficiency 99.5 ......................................�.°.... ...... .. •. ' n:_..� ............... .............................................. .. ...... .... ...... ........... ^-. - Weighted Efficiency .............98:8 % - - ............................................................................... .......................... ... .. ..................... ............. Overvoltage Category II 1 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) {. Maximum Output Current 15 Ad[ ,. ....axim.......utpu.Volt................................................. ...........................................:..................................... Maximum Output Voltage 60 Vdc iOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I "-- Safety Output Voltage per Power Optimizer 1 Vdc •r-•L..w e I STANDARD COMPLIANCE - I-- - ' •# , - EMC FCC Part15 Class B IEC61000 6 2 IEC63000 6 3 .................................... ..................... _ SafetyIEC62309 1(dass ll safety)UL1741 - RoHS Yes I INSTALLATION SPECIFICATIONS -- w - Maximum Allowed System Voltage 1000 Vdc '��'� DimensionslW xLx H) 141z212x40.5/S.SSx8.34x1.59 . min/in s Weight(including cables) 950/2.1 ........ ..gr/Ib "`� Inpu[Connec[or MC4/Amphenol/Tyco .. • Output Wire Type/Connector - Di uble lnsulated;Amphenol. ..,..... �.. . C` Output Wire Length 095/30 1.2/3.9 m/ft .......................................................... ..... ,,, - v-%r• Operating Temperature Range 40,•185,/-40 +185 C/ F - Protection Rating IP65/NEMA4 .............................................................................. ................................................................................................. Relative Humidity 0-100 ................................................................................ x�c�a nc now:,auemmme.Moamo orunmsxpo�nae.aooeanowoa. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE !INVERTER - SINGLE PHASE 208V 480V PV power optimization at the module-level Minimumstring.Length(Poweropnmizers) 8 to lg Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 SO ....................................................................................................... ........................... ........................... ............. Maximum Power per String 5250 6000 12750 W �.Superior efficiency(99.5%) ........................................................................................................... ...... .......... ........................... ............. Parallel Strings 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 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us YGE Z /� ® YL255P-296 � /��I YL255P-29b , YGE-Z 60CELL SERIES Powered by YINGLI YL255P-29b VIN`•:' LAR CELL SERIES YL245P-29b `�E' 1 \ ELECTRICAL PERFORMANCE YL240P-29b U.S.Soccer Powered by Yingli Solar GENERAL CHARACTERISTICS Module type I YL26W-_29b YL255P-29b YL255P 29b'.YL245P-29b(YL240P-29b Dimensions(L/W/H) I 64.96in(1650mm)/38.9&n(990mm)/ Power output `Pm..I W 260 255 250 245 I 240 9 1.57in(40mm) Power output tolerances APM-I % I -0/+3 Weight 4 43.4lbs(1 9.7kg) • Ideal for residential Module efficiency gm % 15.9 p 15.6 1 15.3 15.0 14.7 Voltage at Pm.. Vmvv I V 30.3 y 30.0 i i29.8 29.6 J 29.3 and commercial applications where cost savings, Current at Pm.. 1„# A 8.59 a 8.49 ) 8.39 8.28 g.18 PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open-circuit voltage �.. ) � 37.7 I 37.7 - 37.6 37.5 I 37.5 Number of modules per pallet I 26 Short-circuit current Ix ( A I 9.09 ( 9.01 i 8.92 8.83 8.75 Number of pallets per 40'container 28 STC:1000W/m'irradiance,25-C cell temperature,AM1.5g spectrum according to EN 60904-3 Packaging box dimensions Average relative efficiency reduction of 3.3%at 200W/m'according to EN 60904-1 gin9 67.32in(1710mm)/45.67in(1160mm)/ (L/W/H) 46.38in 0178m) ►Lower balance-of-system costs with Zep ° Electrical parameters at NominalOperating • sex weight 1202lbs(545kg) Compatible'"frame. Power output P w l 189.7 ) 186.0 ) 182.4 178.7 ( 175.1 ►Reduce on-roof labor costs by more than Voltage at Pm.. I vm„ v I z7.b z7.a zzz 27.o 26.8 Units:inch(mm) �. Current at Pm.. Iry A 6.87 I 6.79 6.71 E; 6.62 6.54 38.98 990 25�o. \ Open circuit voltage V°r V 34.8 f 34.8 34.7 34.6 34.6 36.85(936) 1.57(40) - ►Leverage the built-in grounding system- short-circuit Arent j 1. 9 A 7.35 I 7.28 7 I z1a zw if it's mounted,it's grounded. NOCT.open-circuit module operation temperature at 800W/m'irradiance,20°C ambient temperature,tm/s wind speed ►Decrease your parts count-eliminate screws, m THERMAL CHARACTERISTICS rails,mounting clips,and grounding hardware. - Nominal operating cell temperature ll NORI °C 46+/-2 • - O O Temperature coefficient of P,,,.. V �°C -0.42 _ Temperature coefficient of V.° 9w. %r°C -0.32 ►Minimize roof penetrations while maintaining Temperature coefficient of 1. a� �w.c 0.05 Grounding holesO'® the system's structural integrity. p(a Pq %/°c .6b0.23b(b) Qp T/e Temperature coefficient of Vm� o 42`i bv„.v ►Invest in an attractive solar array that includes a black frame,low mounting profile,and / OPERATING CONDITIONS- aesthetic array skirt. V Max.system voltage 1 1000Voc Mounting holes 4 0.zs6x0.31s(bsxa) ►Increase energy output with flexible module eOMpPS --------- y - - --_.___-.- Max.series fuse rating 1 15A layouts(portrait or landscape). -"----- --- -- -- 15A- -- -- --- Limiting reverse currant � Drainage holes C ►Trust in the reliability and theft-resistance of Operating temperature ran -40 to 1850F(-40 to 85°C) 8 0]2x0.315(3x8) pare g pure range the Zep Compatible'"system. May. aInd: pCOMPATIBLE FRAME 2400Pa _ 3.94(100) Max.hailstone impact(diameter/velocity) 25mm/23m/s -- Leading limited power warranty*ensures AC SOLUTION OPTION 91.2%of rated power for 10 years,and 80.7% } / The YGE-Z Series is now available as / \\ of rated power for 25 years. CONSTRUCTION MATERIALS an Enphase Energized'"AC Solution. Front cover(material/thickness) low-iron tempered glass/3.2mm 1 11 !!! SECTION C-C i le 1 This solution delivers optimum eeu(quantity/material/dimen:ions/ 60/muki ystallinesiliconJ 1 0-year limited product warranty. n 156mmx 156mm/2or3 \ performance and integrated intelligence. I umber of busbars) \ / enphase The Enphase M215-Z Zep Compatible L _-_ Encapsulant(material) ethylene vinyl a`etate(EVA) / Microinverter is designed to connect "In compliance with our warranty terms and conditions. Frame(material/color/edge sealing) anodized aluminum alloy/black/silicone or tape directly into the Z Series module groove,eliminating Junction box(ingress protection rating) zIP65 \ Iry Warning:Read the Installation and User Manual in its entirety the need for tools or fasteners-all with one easy step. cable(length/cross-sectional area) I 1200mm/4mm' + before handling,installing,and operating Yingli modules. - • ' fmom;- - Connector(type/ingress protection rating) � Amphenol H4/aIP67 Our Partners "'�<-+-£+'�-•;-�� �����A UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008,ISO I •�•41 14001:2004,BS OHSAS 18001:2007,SA8000 I I Intelligent real-time _ monitoring at the system ---- ----- --------- and module level with If you buy from Yingl a Am.,i .Yin Am gli ericas The specifications in this datasheet are not guaranteed and are subject to change without prior notice. =~t� V� as th importer and complies with all This datasheet complies with EN 50380:2003 requirements. Enlighten- i applicable tan8s Customers can buy from Y gl LISTED ooutD A vnth no worry that they w II be liable for tvr,orov aeon any import tariffs. Yingli Green Energy Americas,Inc. - infoCO?yingliamericas.com Tel:+1 (888)686-8820 YING LAR �A YINGLISOLAR.COM/US NYSENGE Y I N G L I S O L A R.C O M/U S Yingli Solar 0 Yingli Green Energy Holding Co.Ltd. I YGEZ60CellSeries_US_201403_V01 U.S.Soccer Powered by Yingli Solar i 1, r, =@9 so Iar • ® Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US 'SE6000A-US I SE760OA-US SE10000A-US I SE114GOA-US - - ?OUTPUT 1 SolarEdge Single Phase Inverters • 99B°@2D8V . Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 10000 @240V 5400 @ 208V 10800 @ 208V " ' Max.AG Power Output 3300 4150 6000 8350 12000 VA For North America 545D@z4o�. .......:........ .............:.: �o95o@z4o� C----..t.Vol...eMi .--.- -M.a..... ................ ........I...... .... .................. ........... - AC Output Voltage Min:Nom:Max.• SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output .................... ................ ............... .... .... ..... ......... . . ............ . ... ..... ......................... ............ . - AC Output Voltage Min.Nom:Max.' SE760OA-US/SE1000OA-US/SE1140OA-US A... zoo-264vac f AC Fre9uency.Min..Nom.M........... ...•....-- ......-- - 59.3-60-60.5(with Hl countrysetting-57 60:60.5)-..,•„•,••,•,...--.---...,••. ....Hz:.... . { � ..... :............ 24@ 208V 48 @ 208V Max Continuous Output Current- -• •-12.5 - -I- ................. 16--- .-I.,21•@,240V..I:...-•2.. -I--- -32•• I--42@-240V---...-•-47.5 .. ¢ ...... . GFDI d4 t Utility Monitoring,Islanding F Protection,Country Configurable Yes -'—^- -'' e r Thresholds r �?M a INPUT - 12'25 ' ' Recommended Max DC Power " ` 3750 4750 6250 7500 9500 12400 14250 W Veat STC antN ( .) a ................................. ........... Wart ........... ..... J\�4, _,�, Transformer-less Ungrounded } � Yes � - lien ...................�.......... .. ....... ..............-.................................... 500.... . Vdc Max.Input Voltage................... ..... ............ ...................................................................................................... ......... - NOT..DC Input Voltage ...-- 325 @ 208V/350 @ 240V Vdc , :d Max Input Current 9.5 13 18 23 34.5 Adc ........:. ....I....... I..15.5,@,240V.L............... ................I..OS @240V.-.................. ........... - Max.Input Short Circuit Current 30 45 Adc ....:.. ................................. ......... .. ............Yes.... ....... .... ........ . Reverse-Polarity Protection ' y ........................................ ...................................^....................................... .... .............. ....... .. .......... ---- t Ground-Fault.Isolation Detection 600ka Sensitivity ,•• - - - .......................................... ................ ............... ................. .................................. ........ {{ Maximum Inverter Efficiency.................................... .....97.�...... .-.-•98;2--.-- ...-•-98:3..---. .....98:.. . ......98 �... _., .f CEC Weighted Efficiency 97.5 98 97.5,@ 2°8V .....97.5..... .....97.5 97 @•208V. I .....97.5....... ....%..... I ...................4......... ............ ................I............... 98 @ 240V.. 97.5 @,240V Nighttime Power Consumption <2.5 <4 - W ADDITIONAL FEATURES - - - Supported Communication Interfaces RS485,RS232 Ethernet ZigBee(optional) f ..._ - . ..... ......... ............... ............... .. ..... .... .. ....... ......... Revenue Grade Data,.ANSI C12 1 - Optional i STANDARD COMPLIANCE •.. -•• -•- r Safety UL1741,UL16990 UL1998-,CSA 22.2 ........ Grid Connection Standards IEEE1547 ` t� Emissions FCC part15 class B r _ f, INSTALLATION SPECIFICATIONS _ - 1 .. ACoutputconduitsize/AWGrange 3/4 mmimum/24-6AWG ,•• •.3/4"minimum.83,AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24 6 AWG 3/4"minimum/1-2 strings/14-6 AWG AWG raneue tn. F ..-.....P.......................... ............................... ..................................... ..............................:..................... ........... Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ Switch HxWxD)- 775 x 315 x 172 775 z 315 x 191 x 10.5.795 mm Weight with AC/DC Safety Switch 512/232 -...-•..•54.7/24.7•........ ............ 125........................... 88..4,/40.1x315 -.•••......- -Ib/.kg-.................................... .. .. .............. ........... . .. ..... .. .. 3 .. OSx x Coohn Natural Convection Fans(user replaceable),• ...:... ................. ............ - ..... ........................... Norse <25 <50 ...d BA... The best choice for SolarEdge enabled systems . .. ..Ope.r...n.............._.... ..to+1-./-2 .. version"" Mln.Max.Operating Temperature � , Ran a -13 to+140/-25 to+60(CAN version*"•-40 to+60) °F/•C - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance &................................... ...............................................................................................:.......................... ........... . Protection Rating Superior efficiency(98%) NEMA 3R ........................................ .................................................................................................:........................ ... •.For other regional settings please contact SolarEdge support. Small,lightweight and eas to install on provided bracket ••Limited to 125%for locations where the yearly average high temperature is above 7''F/25'C and to 135%for locations where itisbelow777/25'C. Y P For detailed information,refer ton n•• d HI i mi n r d e r:n a edf .•Ahighercurrentsourcemaybeused,theinverterwgrmitItsinputcurrenttothevaluesstated. Built-in module level monitoring •••CAN P/Ns are eligible for the Ontario FIT and m croFIT(micmFIT a c.SE11400A-US-CAN) — Internet connection through Ethernet or Wireless — Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 _ stxtsrc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.SOlaredge.u5 4 d - x i )