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Home My WebLink About0297 MEGAN ROAD a97 me arm . i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_ Qric iok� Health Division Date Issued -7—zq -« Pic Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address .WYgeW Reged, 734rArjrA.6& /Of O.Z640/ Village Adummis 11. Owner mia.At e! J-504rGr 6i,/ea a, Address M7A&Wj6ffc71 �fay>.sMM�4�60/ Telephone Permit Request )N.Mu_ SPL.AA jVXd_'Md_ PiortQ'l.S aN3RooF DF AX/577 Aloats )7y 8E- ,�ur W)'k AyMe. czdd t,c! ss1'fa�»� (9 040A/r Square feet: 1 st floor: existing ^Ji5oposed 2nd floor: existing - oposed Total new 7 Zoning District - RO Flood Plain AvA Groundwater Overlay A(A Project Valuation,.A, 000 Construction Type�� o�-Solacr'P.tad�.s .Lot Size Ajo " Grandfathered: ❑YeygN No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure rJ_ Historic House: ❑Yes XNo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑GwO ❑Walkout ❑ Other •-- Basement Finished Area (sq.ft.) A14 Basement Unfinished Area (sq.ft) NA Number of Baths: Full: existing NA new `- Half: existing A44 new Number of Bedrooms: a/A existing -new ti Total Room Count (not including baths): existing —AJA risw — First Floor Room Cp�- Heat Type and Fuel: ❑ Gae•NA 5il ❑ Electric ❑Other `� y Central Air: ❑Yes ❑ N&iI/AFireplaces: Existing New Existing woodtctdde: eEesAIV Detached garage: ❑ existiRrg-AJMevv size—Poo�-U tiM ❑ new size -- Barr ing U new �srn Attached garage: ❑ existing-- yr size _Shed:-M in-g ❑ new size _ Other: ._z� 3 ,F Jy Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes X No If yes, site plan review# Current Use Stele �'�,rr lw Proposed Use Ida e A APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C a;Q AZ5 c52lva C-4- Telephone Number Address/6��yo e. Fwk Ar W=,10 License# GAS 107449 3pemdra& H,4 D,wy Home Improvement Contractor# /6 a Email AZAa,c tee,_ Q sowgge! ro_cal" Worker's Compensation # eyw766Do44wT4✓,o,73 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a. dum Aze SIGNATURE G yr DATE FOR,OFFICIAL USE ONLY 3 APPLICATION# DATEISSUED S ' MAP-]PARCEL NO. ADDRESS 71 *' VILLAGE " a € OWNER DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION ° FIREPLACE ELECTRICAL: ROUGH v FINAL PLUMBING: ROUGH FINAL w ' GAS: ROUGH FINAL r FINAL BUILDING; DATE.-CLOSED OUT ASSOCIATION�PLAN NO. ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021II www mass gov1dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organirtttion/ludividuaq: Pop ity_Corporation Address: 3055 Clearview Way City/State/Zip: Fan-Mateo,CA,94402. _ Phone#:: 888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 5000 4. dn I.am a general contractor and 1 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. t 7. Remodeling ship and have no employees These sub-contractors have 8. E3 Demolition workingfor me in an capacity. workers'comp. insurance. Y P ty 9. Q Building addition [No workers' comp.insurance 5. K3 We are a corporation and its officers have exercised their 1'O.�Electrical repairs or additions required.] 3.El I am a homeowner doing all work right of exemption per MGL 1 l:E3 Plumbing repairs or additions myself. o workers'comp. c. 152, • 1(4),and we have no Y [N p § 12.[in Roof repairs insurance required.]t employees.[No workers' 13.El Other Solar 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. tcontracters that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. • Insurance Company Name: iberty Mutual Insurance Company D_6 265 3. Policy#or Self-ins.Lie.#: 76 9/1/14 _ _ _ _ Expiration Date: _ 297 Megan Road ty p Barnstable,,MA Job Site Address: Ci /State/Zi 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. Signature: i��.!/�� Date: Phone#: 888-765-2489 Official use only. Do not write in this area,to be completed by city or town off<ciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: f Aco CERTIFICATE OF LIABILITY INSURANCE DATE1/2013 08/21/2 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(iss)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 suctr endorsement(s). .PRODUCER 0726293 1-41S-546-9300 CONTACT Brendan Quinlan Arthur J. Gallagher &.Co. PHONE `- FA% — Insurance Brokers of California, Inc., License #0726293 N . A15-536-4020 �� 1255 Battery Street M450 pp RLEss. brendan_quinlan@ajg.com San Francisco, CA 94111 - INSURERS AFFORDING COVERAGE NAIC It - INSURERA: LIBERTY NOT FIRE INS CO 23035 INSURED INSURER B: LIBERTY INS CORP 42404 SolarCity Corporation INSURER 3055-Clearvi6v Way INSURER 0: San Mateo , CA 94402 INSURERE: INSURER F. COVERAGES CERTIFICATE NUMBER: 35272277 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF.INSURANCE DL UBR POLICY EFF POLICY EXP LTR POLICY NUMBER MD MNJODIX UNITS A GENERAL LIABILITY TB266106626SO53 09/01/1 09/01/14 EACH OCCURRENCE $ 1,000,000 x COMMERCIAL GENERAL LIABILITY DAMAGE AMA SET R marten $100,000 CLAIMS-MADE I—XI OCCUR MED EXP(Anyone ) $ 10,000 X Deductible: 625,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 x POLICY PRO- LOC $ A AUTOMOBILE LIABILITY AS26610 6285 3 COMBINED SINGLE LIMIT 1,000,000 X ANY AUTO _ - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ' AUTOS .AUTOS. HIRED AUTOS NON-OWNED - PROPERTY DAMAGE S AUTOS Peraccident UMBRELLALIAS OCCUR EACH OCCURRENCE S EXCESS LIAO CLAIMS-MADE AGGREGATE $ OEO RETENTION$ $ B WORKERS COMPENSATION WC7661066265033 (WI Retr 3 09/O7/1 09/O7/14 g WCSTATU• OTH- AND EMPLOYERS'LIABILITY 7 RER B ANY PROPRIETORIPARTNERIEXECUTIVE YIN WA766DO66265023 (Ded) 09 01 1 09/01/14 OFFICERIMEMBER EXCLUDED? N❑ NIA / / E.L.EACH ACCIDENT $ 1,060,000 (Mande"In NH) E.L DISEASE.EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE,POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 f Consumer Affairs and Business Regulation Office o 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 31$12015 CRAIG ELLS - --- - 24 ST. MARTIN STREET BLD 2 UNIT 11 4 -- ---- MARLBOROUGH, MA 01752 _ -_ - --- Update Address and return card.Mark reason for change. scA i c, aan•Mn Address 0. Renewal Employment CI Lost Card Mce of Consumer Affairs&Business Regulation License or registration valid for individul use only r, ME IMPROVEMENT CONTRACTOR. before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 7 ti Registration: 168572 TYPr 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement;:ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI I 7 UALBOROUGH,MA 01752 — —. _.. .._.. ..___ Undersecretary Not v lid without signature t Massachusetts-Department of Public ' alely `t J Board of Budding Regulations and Standards {1r1114!Ild_tl+adl�il�>4"1'�tt,i' !'Censer CS•107663 CRAIG ELLS 266 BAKER STREET y Keene NH 03431' ¢ �r rDti')RylS R�!)iFF,r 08/29/2017 - Office of Consumer.Affairs/and Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusett$ 02116 Home Improvement-Contractor Registration .. ,� Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION =l � a ,�• Expiration: 3/8/2015 NILE MILLER - 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 _. m Update Address and return card.Mark reason for change. SCA.1 Co 20M-05/11 Address Renewal M Employments `I Lost Card �� Tpun�iut�retneu�/�r��3%l�ai:ac�rcJi//J -office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration: 168572 Type. 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement�• rd PP a Boston,MA 02116 SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UNI � - - . ITAAALBOROUGH,MA 01752 Undersecretary Not valid without signature r DocuSi—_,End;k e ID:'OD931624-5CD84F5C-96OA-69D5A71A92B4 op.:SolarCity. 3055 Clearview Way, San Mateo, CA 94402 SolarL,ease T (888) SOL-CITY F (650) 560-6460 SOLARC SUMMARY Date: 5/15/2014 Customer Name and Address Customer Name Instarlation.Location Contractor License Heather A Fairbanks Michael Fulcher 297 Megan Rd MA HIC 168572/MA Lic. 297 Megan Rd Barnstable, MA MR-1136 Barnstable, MA 02601 02601 Estimated Solar Energy Production First Year Annual Production: 6,179 kWh Initial Term Total Production: 117,874 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: $0.1581 Annual Increase: 0.0 First Year Monthly SolarCity Bill: $81.40 Lease Term 20 Years SolarCity's Promises to You: Your Prepayment and Transfer Choices • SolarCity will insure, maintain, and During the Term: repair the System (including the If you move, you may transfer•this inverter) at no additional cost to you agreement to the purchaser of your-Home, as specified in the agreement. as specified in the agreement. • SolarCity will provide 24/7 web-enabled If you move, you may prepay the monitoring at no additional cost to you, remaining payments (if any) at a as specified in the agreement. discount. • SolarCity will provide a money-back_ production guarantee, as specified in Your Choices at the End of the Initial the agreement Term: • SolarCity will warranty your roof • • SolarCity will remove the System at no against leaks and restore your roof at additional cost to you. , the end of the agreement as specified • You can upgrade to a new System with in the agreement. the latest solar technology under a new • The pricing in. this Lease is valid for contract. 30 days after 5/15/2014. If you don't • You may renew your agreement for up to ten (10) years in two (2.) five (5) year sign this Lease and return it to us on increments. or prior to 30 days after 5/15/2014, • Otherwise, the agreement will SolarCity reserves the right to reject - automatically renew for an additional this Lease unless you agree to our then one (1) year term at 10% less than the current pricing. then-current average rate charged by your local utility. SolarLease version 6.2.1, May 1st, 2014 SAPC/SEFA Compliant Document Generated on 5/15/2014 DocuSign Envelope ID:OD9316245CDB-4F5G960pr69D5A71A92B4 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that. I SolarCity will not publicly use or have received a complete copy of this display any images of the System unless Lease. 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 Customer's Name: Heather A Fairbanks show. to.other customers or display on ocu ate-by: our na website. Si tur dBMF43F322EC424�.-- g Homeowners InRial Date: 5/15/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Customer's Name: Michael Fulcher DocuSigned by: DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1,_THE ATTACHED NOTICE OF Signatu CANCELLATION FORM,, FOR AN EXPLANATION OF c4cosoenFn4aF... �� THIS RIGHT. Date: 5/15/2014 24. ADDITIONAL. RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 ��lt AND 23, YOU MAY ALSO CANCEL THIS LEASE �-,Solal CIty r••a AT NO COST AT ANY TIME PRIOR TO 5 P.M. OF THE 14t6 CALENDAR DAY AFTER YOU SIGN SolarLease THIS LEASE. 25. Pricing SOLARCITY APPROVED The pricing in this Lease is valid for 30 days after 5/15/2014. If you don't sign this Lease and return it to us -on Signature: • or prior to 30 days after 5/15/2014, LYNDON RIVE;CEO SolarCity reserves the right to reject SolarLease this Lease unless you agree to our then current pricing. -:�SolarCity. Date: 5/15/2014 SolarLease version 6.2.1, May 1st, 2014 ' SAPC/SEFA'Compliant SolarCity. OWNER AUTHORIZATION Job ID: 7i �j �J �^00 Location: I %i(' �� j�'/��.. as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Si ature of"bwRdIr. Date: i 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY P(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSLB 888.1D4,CO EC 8D41,CT HIC 0632778,DC HIC 71101486,DC HIS 71101498.HI CT-29770, MA HIC 168512,MD MHIC 129948,NJ 130406160600,NY WG24624.1111,OR CC8 180498,PA 077343,T%TDIR 27006,WA SO1MC•91901 [�If"tC STRUtTURAI ENGINEERS June 6, 2014 N OFAt SolarCityq G 3055 Clearview Way PAUL K.ZACHER San Mateo,CA 94402 � TEL: (650)638-1028 TRU 50100 FAX: (650)638-1029 0100 �O FG/STE�� SSZONAL�G Attn.: Jesus Santiago, EXP.61W12.4 Re: Job 20140611: Fairbanks—297 Megan Road,Barnstable,MA 02601. Subject: Certification Letter A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed .below: On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements.After review it was determined that the existing structure is adequate to carry the loads of PV with a structural upgrade. Design Criteria: • Applicable Codes=2009 IBC,ASCE 7-05 and 2005 NDS • Ground Snow Load=35 psf • Roof Dead Load=7.7 psf(All MPs) • Basic Wind Speed= 120 mph Exposure Category C • Solar modules=as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. If you have any questions on the above,do not hesitate to call. Sincerely; Paul Zacher;SE-President 8137 Sunset Avenue,Suite 120 4 fair Oaks,CA 95628 • 916.961.3960 • 916.961.3965 f • WWWRICON It--iC E moo STRU(TURAL ENGINEERS June 6,2014 SolarCity 3055 Clearview.Way San Mateo,CA 94402 TEL: (650)963-5100,ext 5452 FAX: (650)638-1029 Attn.: Jesus Santiago re: Job 20140611: FAIRBANKS The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 297 Megan Road,.Barnstable,MA 02601. If you have any questions on the above,do not hesitate to call., Sincerely, Paul Zacher, SE-President �IH OF A% 9� PAUL K. G ZACHER TRUCTURAL CD 50100 G/STEM SS/ANAL . - EKK 6/30/14 8137 Sunset Avenue,Suite 120 • Fair Oaks,CA 95628 • 916.961.3960 • 916.961.3965 f • www.PZSEaom 1 of 12 A jobsite observation of the condition of the existing framing system was performed by an audit team from Solar City: All attached structural calculations are based on these observations and the design criteria listed below. TABLE OF CONTENTS DESIGN LOADING 3 SNOW LOADING 4 MP1 RAFTER LOADING&LOAD COMBINATIONS 5 MP1 RAFTER ANALYSIS 6 MP2 RAFTER LOADING&LOAD COMBINATIONS 7 MP2 RAFTER ANALYSIS 8 WIND DATA&SEISMIC LOADING 9 WIND ANALYSIS 10 PV ANCHORAGE CALCULATIONS 12 DESIGN CRITERIA BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE OCCUPANCY CATEGORY= II IMPORTANCE FACTOR= 1.0 WIND SPEED= 120 EXPOSURE CATAGORY= C 2of12 PV DEAD AND LIVE LOADS: LIVE LOAD: Roof Pitch 5 in 12 Pitch Adjustment Factor 1.08 Rafter Tributary Area= 25.33 sq ft Live Load= 19.0 psf (Note: Live loads cannot be placed on the photovoltaic panels.) SNOW LOAD: Ground Snow Load= 35.0 psf Roof Snow Load= 22.1 psf PV Panel Snow Load= 20.2 psf DEAD LOADS: PV Array Configuration: Total number of PV panels= 35 panels PV Panel Width= 38.66 inches PV Panel length= 65.04 inches PV Panels PV Panel Weight 2.35 psf Mounting System Weight= 0.38 psf(estimated 16%of panel weight) PV Array Dead Load= 2.72 psf Max.tributory width to anchorage= 6.00 ft Max anchorage spacing along rafter= 3.00 ft Max tributory area to anchorage= 18.00 sq ft Dead Load,D= 49 Ibs at each PV support connection to roof Existing Roof Asphalt Composition Tile 4.50 psf Roofing felt 0.30 psf 7/16"OSB/plywood 1.30 psf 2x6 rafters @ 24 oc 1.00 psf Load 7.1 psf Roof Pitch Adjustment 0.59 psf. Total Dead Load= 7.7 psf 3 of 12 PZSE, INC. STRUCTURAL ENGINEERS ROOF SNOW LOADING Ground Snow Load,Pg 3S psf Snow Exposure Factor,Ce 0.9 (ASCE 7.3.1.,Table 7-2) Snow Thermal Factor,Ct 1.0 (ASCE 7.3.2,Table 7-3) Snow Importance Factor,1 1.0 (ASCE 7.3.3,Table 7-4) Hat Roof Snow Load,Pf Pf=0.7 x Ce x Ct x I x pg= 22. psf (ASCE 7-1) where pg 5 20 psf,Pf min=I x pg= N/A psf min snow load where pg>20 psf,Pf min=20 x I= 20 psf min snow load Therefore, Pf= 22 psf Sloped Roof Snow Load,Ps Roofs shall not be curved,multiple folded plate,sawtooth or barrel vault roofs Warm or cold roof: Use warm roof slope factors(ASCE 7.4.1) Unobstructed roof surface(no dormers,etc.) &with sufficient space below eaves to accept all the sliding snow? Yes (ASCE 7.4) Slippery roof surface(metal,slate,glass, Concrete tile,wood shake and asphalt bituminous,rubber and plastic)? No shingles are not considered slippery(ASCE 7.4) Roof Slope Factor,Cs 1 Cs determined using solid line of fig 7-2a(pg 86) Therefore, Ps=Cs x Pf= 22.1 psf (ASCE 7-2) PV PANEL SNOW LOADING Ground Snow Load,Pg 35 psf Snow Exposure Factor,Ce 0.9 (ASCE 7.3.1.,Table 7-2) Snow Thermal Factor,Ct 1.1 (ASCE 7.3.2,Table 7-3) Snow Importance Factor,1 1.0 (ASCE 7.3.3,Table 74) Hat Roof Snow Load,Pf Pf=0.7 x Ce x Ct x I x pg= 24 psf (ASCE 7-1) where pg 5 20 psf,Pf min=I x pg= N/A psf min snow load where pg>20 psf,Pf min=20 x I= 20 psf min snow load Therefore, Pf= 24 psf Sloped Roof Snow Load,Ps Roofs shall not be curved,multiple folded plate,sawtooth or barrel vault roofs Warm or cold roof: Use cold roof slope factors(ASCE 7.4.2) Unobstructed roof surface(no dormers,etc.) &with sufficient space below eaves to accept all the sliding snow? Yes (ASCE 7.4) Slippery roof surface(metal,slate,glass, Concrete tile,wood shake and asphalt bituminous,rubber and plastic)? Yes shingles are not considered slippery(ASCE 7.4) Roof Slope Factor,Cs 0.83 Cs determined using dashed line of fig 7-2b(pg 86) Therefore, Ps=Cs x Pf= 20.2 psf (ASCE 7-2) 4of12 y MP1 RAFTER LOADING TABLE Rafter Rafter Uniform-No PV Panels(plo Uniform w/PV Panels(plf) UnTiform-No PV Panels(plf) PV Point Load Length spacing DL LL SL length(ft) IL LL SL length(ft) DL LL SL length(ft) dist from Anchorage (ft) (in) from to from to from to Lt DL(Ibs) 12.67 24 15.4 38.0 44.1 0.00 2.50 15.4 0.0 40.4 2.50 11.75 15.4 38.0 44.1 11.75 12.67 .2.63 49 5.63 49 8.63 49 11.63 49' CHECK LOAD COMBINATION(ASCE 2.4.1) Load Combinations(ASCE 2.4.1) Load Duration Factors.Cd(NDS 2.3.21 1: D D only=0.9 3a:D+S 0+S=1.15 3b:D+Lr D+Lr=1.25 7:0.60+W(uplift) 0.61)+W=1.6 i 5of12 Project Title: FAIRBANKS14-0611 Engineer: Project ID: '^C Protect Descr. STRU(TURAL ENGINEERS, 1 WWW.PZSE.COM File=P:IPZSEIPROJEC-11PVPANE-112014PV-11FAIRBA-11ENGRIFAIRBA-1.EC6 Wood Beam ENERCALC,INC.1983-2014,Build:6.14.1.26,Ver 6.14.7.26 1.0 If Description: MP1 Rafter CODE REFERENCES Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Load Combination Set: IBC 2009 Material Properties Analysis Method: Allowable Stress Design .Fb-Tension 900.0 psi E:Modulus ofE/asticity Load Combination IBC 2009 Fb-Compr 900.0 psi Ebend-xx 1,600.0ksi Fc-Pdl 1,350.0psi Eminbend;xx 580.Oksi Wood Species :Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(o.01540)Lrco.0380)S(0.0"10) D 0:01sao Lr o.038o s o:a pasoj o(0.04s0� D(o.oasot 0(o.o4s D 0.01540 S 0.04040 2-2x6 2-2x6 Span=1.0 ft . Span=11.670 ft AppGtd Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Partial Length Uniform Load: D 0.01540, S=0.04040 k/ft,Extent=2.50->>11.750 fl Partial Lenqth Uniform Load: D=0.01540, Lr=0.0380, S=0.04410 M Extent=0.0->>2.50 fl Partial Length Uniform Load: D=0.01540, Lr=0.0380, S=0.04410 kilt,Extent=11.750-->>12.670 f Point Load: D=0.0490 k,Starting at:2.630 It and placed every 3.0 ft thereaftei DESIGN SUMMARY • Maximum Bending-Stress Ratio _ 0.6231 . Maximum Shear Stress Ratio = 0.177 : 1 Section used for this span 2-2x6 Section used for this span 2-2x6 fb:Actual = 964.60psi fv:Actual = 36.59 psi FB:Allowable _ 1,547.33psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 5.802ft Location of maximum on span = 11.214 ft Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#2 Maximum Deflection Max Downward L+Lr+S Deflection 0.252 in Ratio= 555 Max Upward L+Lr+S Deflection -0.068 in Ratio= 354 Max Downward Total Deflection 0.252 in Ratio= 555 Max Upward Total Deflection -0.068 in Ratio= 354 Overall Maximum Deflections-_U_nfactored Loads Load Combination -�~ Span_ Max."Deft Location in Span Load Combination Max.°+"Defl Location in Span 1 0.0000 0.000 S Only -0.0675 0.000 S Only 2 02519 5.868 0.0000 0.000 Ve�tlCal RPaCt10nS-UnfaCtOfed Support notation:Far left is#1 Values in KIPS Load Combination - �- ~Support 1 Support 2 Support 3 Overall MAximum 0.486 0.430 Overall MINimum 0.094 0.036 +D 0.199 0.192 +D+L+H 0.199 0.192. 6of12 MP2 RAFTER LOADING TABLE Rafter Rafter Uniform-No PV Panels I Uniform w/PV Panels(plf) Uniform-No PV Panels(pI0 PV Point Load Length spacing DL LL SL length(ft) DL U. SL length(ft) DL Ll SL length(ft) dist from Anchorage (ft) (in) from to from to from to Lt DL(Ibs) 12.67 24 15.4 38.0 44.1 0.00 2.33 15A 0.0 40.4 2.33 11.58 15.4 38.0 44.1 11.58 12.67 2.46 49 5.46 .49 8.46 49 11.46 49 CHECK LOAD COMBINATION(ASCE 2.4.11 Load Combinations(ASCE 2.4.1) Load Duration Factors,Cd INDS 2.3.21 1: D D only=0.9 3a:D+S D+S=1.15 3b:D+Lr D+Lr=1.25 7:0.61)+W(uplift) 0.61)+W=1.6 7 of 12 - Project Tide: FAIRBANKS14-0611 Engineer. Project ID: +=Q .SL Project Descr. Inc STRUCTURAL ENGINEERS www.PzsE.coM Wood Beim File=P:IPZSEIPROJEC-I PVPME-112014PV-ITAIRBA-11ENGRIFAIRBA-1.EC6 ENERCAM INC.1983-2014,Build:6.14.1.26,Ver.6.14J.26 KW-06002844 Licensee: PAUL ZACHER STRUCTURAL ENGINEER, INC. Description: MP2 Rafter CODE REFERENCES Calculations per NDS 2005, IBC 2009,CBC 2010,ASCE 7-05 Load Combination Set: IBC 2009 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus ofElasBc# Load Combination IBC 2009 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Pd1 1,350.0 psi Eminbend-xx 580:0 ksi Wood Species Douglas Fir-Larch Fc=Perp _ 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(0.01540)L-r.0�03800) (0.04410) D(0.01540)Lr(0.0380)S(0.(IA1t1.0490) D(0.0490) D(0.0490) 1)(0.0"of V D 0.01540 S 0.04040 h� 2-2x6 2-24 / \ Span=1.0 ft Span=11.670 ft Applied Loads^_ - Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Partial Length Uniform Load: D=0.01540, S=0.04040 kKt Extent=2.330-»11.580 fi Partial Length Uniform Load: D=0.01540, Lr=0.0380, S=0.04410 klft,Extent=0.0->>2.330 f Partial Length Uniform Load: D=0.01540, Lr=0.0380, S=0.04410 k/fL Extent=11.580-»12.670 f Point Load: D=0.0490 k,Starting at 2.460 ft and placed every 3.0 It thereafter DESIGNSUMMARY ^ -' • Maximum Bending Stress Ratio = 0.6231 Maximum Shear Stress Ratio = 0.176: 1 Section used for this span 2-2X6 Section used for this span 2-2x6 tb:Actual = 964.43psi fv:Actual = 36.52 psi FIB:Allowable = 1,547.33psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 5.868ft Location of maximum on span = 1.000111 Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection . 0.252 in Ratio= 555 Max Upward L+Lr+S Deflection -0.068 in :Ratio= 354 Max Downward Total Deflection 0.252 in Ratio= 555 Max Upward Total Deflection -0.068 in Ratio= 354 r-Overall Maximurn Deflections-U_nfactored Loads - M Load Ma Combination - Span x.'"Defl Location in Span Load Combination Max.°+'Defl Location in Span 1 0.0000 0.000 S Only - -0.0675 0.000 S Only 2 02519 5.868 0.0000 0.000 ical Reactions_ Unfactored - _ Support notation:Far left is#1 Values in KIPS Vert ,- _ Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.488 0.427 Overall MINimum 0.089 0.041 +D 0202 0.189 +D+L+H 0.202 0.189 8 of 12 WIND DESIGN PROCEDURE(pR 25) Basic Wind Speed,V= 120 mph 6.5.4 Directionality Factor,Kd= 6.85 6.5.4.4 Importance Factor= 1.00 6.5.5 Surface Roughness Category C 6.5.6.2 Exposure Category= C 6.5.6.3 Pressure Coefficient,Kz 0.87 6.5.6(Table 6-3,pg 79) Topographic Factor,Kzt= 1.00 6.5.7 Velocity Pressure,qz or qh 27.26 psf 6.5.10 Gust Effect Factor G or Gf= 0.85 6.5.8 SEISMIC DESIGN PROCEDURE(as 109) Height of Structure,hn= 10.00 ft Reduncy Factor,p= 1.00 Occupancy Category= II 1,II,III or IV Table 1-1 Importance Factor= 1.0 Table 11.5-1 Mapped Acceleration Parameter,Ss= 0.184 g 11.4.1 and USGS maps Mapped Acceleration Parameter,S1= 0.052 g 11.4.1 and USGS maps Site Classification= D 11.4.2(Table 20.3-1) Site Coefficient,Fa= 1.600 11.4.3(Table 11.4-1) Site Coefficient,Fv= 2.400 11.4.3(Table 11.4-2) Adjusted Max Spectral Response,Sms= 0.294 g 11.4.3 Adjusted Max Spectral Response,Sm1= 0.125 g 11.4.3 Design Spectral Acceleration Parameter,Sds= 0.196 g 11.4.4 MCE response=Sds x 1.5(11.4.6) Design Spectral Acceleration Parameter,Shc= 0.083 g 11.4.4 MCE response=Shc x 1.5(11.4.6) Fundamental Period of Structure,Ta= 0.112 12.8.2 (light framed buildings only) Constant Velocity Transition Period,Ts= 0.424 sec Short Period Seismic Design Category,0.2 sec= B Table 11.6-2(pg Short Period Seismic Design Category,1.0 sec= B SEISMIC LOADING:PV LOADING Design Spectral Acceleration Parameter,Sds 0.196 g Section 11.4.4 Component amplification factor,ap 1.0 Table 13.6-1 Component importance factor,Ip 1.0 Section 13.1.3 Component response factor,Rp 1.5 Table 13.6-1 Attach Elev,z 10.00 ft Roof Elev,h 10.00 ft Total weight of PV array,Wp 1665 lbs Fp=0.4 ap(Sds)Wp[1+2(z/h)]/(Rp/lp) 0.157 *Wp Equation(13.3-1) Fp max=1.6 Sds(lp)Wp 0.314 *Wp Equation(13.3-2) Fp min=0.3 Sds(lp)Wp 0.059 *Wp Equation(13.3-3) Fv=0.2 Sds Wp 0.039 *Wp Plus or minus Fp D=RD= 0.157 *Wp Fv D=RD= 0.039 *Wp Fp Aso= 0.110 *Wp Fv ASD= 0.027 *Wp Section 13.1.7(ASD=0.7*LRFD) Fp Am 183 lbs Fv Aso uplift= -46 lbs Fv ASD down= 46 lbs 9of12 I - - PZS C■ )n C+ PROJECT: FAIRBANKS, PAGE Structural CLIENT: SOLARCITY DESIGN BY PZSE,INC. JOB NO.: 2014 0611 DATE: 06/05/14 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7-051 IBC 20061 CBE 2007 I INPUT DATA Exposure category(e,C or D) C Importance factor,pg 77,(0.87,1.0 or 1.15) 1 = 1.00 Category ll Basic wind speed(IBC Tab 1609.3.1V,) V = 120 mph Topographic factor(Sec.6.5.7.2,pg 26 s 45) K,, = 1 Flat Building height to eave he = 10 ft Building height to ridge hr = 14-5 ft 99t Buildin len h L = 38.58 ft 1 Building width B = 25 ft Effective area of components A = 17.5 fe DESIGN SUMMARY Max horizontal force normal to building length,L,face 9.49 Idps Max horizontal force normal to building length,B,face = 6.25 kips Max total horizontal torsional load = 47.03 ft-ldps Max total upward force - 16-19 Id ANALYSIS Velocity pressure qh=0.00256 Kh,Ka Ka VZ 1 = 26.0 psf where: qh=velocity pressure at mean roof height,h.(Eq-6-15,page 27) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.6-3,Case 1,pg 79) = 0.85 Ka=wind directionality factor.(Tab.6-4,for building,page 80) _ 0.85 h=mean roof height 12.25 It <60 ft,[Satisfactory] <Min(L,B),[Satisfactory] Design pressures for MWFRS p=qh[(G CPf){G Cph)I _ where: p=pressure in appropriate zone.(Eq.6-18,page 28). Pmin=6 10 psf(Sec.6.1.4.1&6.1.4.2) G Cpf=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54) G CP I=product of gust effect factor and internal pressure coefficienL(Fig-6-5,Enciosed Building,page 47) = L _0.00 or _0.00 a=width of edge strips,Fig 6-10,note 9,'page 54, MAX[MIN(0.1B,0.4h),0.04B,3] = 3.00 ft Net Pressures(psf),Basic load Cases Net Pressures(psf),Torsional Load Cases Roof an le 0 = 19.80 Roof a le 0 = 0.00 Roof angle 0 = 19.80 Surface Net Pressure with Net Pressure with Surface Net Pressure with G Cpr (+GCp;) (-GCp I) G Cpr (+GCp 1) (-GCp I) G Cp r (+GCp 1) (-GCp,) 1 0.53 14.07 14.07 0.40 10-65 . 10.65 1T 0.53 3.52 3.52 2 -0.69 -18.38 -18.38 -0.69 -18.38 -18.38 2T -0.69 -4.59 A.59 3 -0A8 -12-75 -12.75 -0-37 -9-85 -9.85 3T -0.48 -3.19 -3.19 4 -0.43 -11.40 -11.4.0 -0.29 -7.72 -7.72 4T 443 -2.85 -2.85 1 E 0.80 21.24 21.24 0.61_ 16.25 16.25 Roof angle 0 = 0.00 2E -1.07 -28.50 -28.50 -1.07 -28.50 -28.50 Surface Net Pressure with G Cpr + C )3E -0.69 -18.32 -18.32 -0.53 -14.12 -14.12 ( Gp; (-GCp ;) 4E -0.64 -16.97 -16.97 -0.43 -11-45 -11.45 1T 0.40 2.66 2.66 5 -0.45 -11.99 -11-99 -0.45 -11-99 -11.99 2T -0.69 -4.59 -0.59 6 -0.45 -11.99 11.99 -0.45 -11.99 -11.99 3T -0.37 -2.48 2.46 4T -0.29 -1.93 -1-93 r e s 2 3 2E 2 3 i 2 ZQ\E 2/`-1300DARY . 151 ;2- 2 3- 2 I I / 3a 7. 21 .E 6 e I R=FFRFN^.F C�Rn=R •C - 'IC R--FRFVCF C(MP IF r RFF=RFVCF CORnFR RF-R=\C=CORVFR c S rlv ola ono\ G0`�•n1\I;��Cuov fr\I)OR c lc\ bw NO olRtc Ion Ira,isve-se 7i-eciion I.ongi uci-,a ',i,e^'ion r -isverse Direc ion Loncitudina Jireciion Basic I occ Cases To,s'o-ia oac Ccses 10 of 12 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction Area Pressure sure li with Area Pres with Surface ye) (+GCp r) (-GCp i) Surface (ft) (+GCp i) (-GCp r) 1 326 4.58 4.58 1 240 2.55 2.55 2 433 -7.95 -7.95 2 390 -7.16 -7.16 3 433 5.52 -5.52 3 390 -3.84 -3.84 4 326 -3.72 -3.72 4 240 -1.85 -1.85 1 E 60 1.27 .1.27 1 E 66 1.08 1.08 2E 80 -2.27 -2.27 2E 123 -3.51 -3.51 3E 80 -1.46 -1.46 3E 123 A.74 -1.74 4E 60 -1.02 -1.02 4E 66 -0.76 -0.76 E Horiz. 9.49 9.49 E Horiz. 6.25 6.25 Vert. -16.19 -16.19 Vert A 5.28 -15,28 Min.wind Horiz 5.59 5.59 Mn.wind Horiz. 3.06 3.06 Sec.6.1.4.1 Vert. -9.65 -9.65 Sec.6.1A.1 Vert -9.65 -9.65 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure with Torsion ft-k Area Pressure (k)with Torseon k Surface ye) (+GCp i) (-GCp r) (+GCp,) (-GCc+) Surface ye) (+GCv r) (-GCp+) (+GCp r) (-GCc r) 1 133 1.87 1.87 15 15 1 87 0.92 0.92 3 3 2 177 -3.24 -3.24 -9 -9 2 .267 -4.90 -4.90 16 16 3 177 -225 -2.25 6 6 3 267 -2.63 -2.63 -9 -9 4 133 -1.52 -1.52 12 12 4 87 -0.67 -0.67 2 2 1 E 60 127 1.27 21 21 1 E 66 1.08 1.08 10 10 2E 80 -2.27 -2.27 -13 -13 2E 123 -3.51 -3.51 11 11 3E 80 -1.46 -1.46 8 8 3E 123 -1.74 -1.74 -6 -6 4E 60 -1.02 -1.02 17 17 4E 66 476 -0.76 7 7 1 T 193 0.68 0.68 -7 -7 1 T 153 0.41 0.41 -2 -2 2T 256 -1.18 -1.18 4 4 2T 390 -1.79 -1.79 -12 -12 3T 256 -0.82 -0.82 -3 -3 3T 390 -0.96 -0.96 6 6 4T 193 -0.55 -0.55 -5 -5 4T 153 -0.30 -0.30 -2 -2 Total Horiz-Torsional Load,MT 47 47 Total Hord.Torsional Load,MT 26.0 26.0 Design pressures for components and cladding 1 z z s 3 z 3 3 z p=qh[(G Cp)-(G Cpi)] I y e T 5 where: p=pressure on component.(Eq.6 22,P9 28) o ° c 2 c c c S z Pmin= 10.00 psf(Sec.6.1.4.2,pg 21) G Cp=extemal pressure coefficient. Walls see table below.(Fig.6-11,page 55-58) Roof 0.7• Roof u»- ERecdve Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Anm(fe) GC, -GCP GC,. -GCp GC., -GCp GC, -GCp GCp -GCP Camp.• 17.5 0.45 -0.88 0.45 -1.58 0.45 -2.45 0.96 -1.06 0.96 -1.31 Comp.8 Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure POSIUM NeWMM PostUw NqPVW Posmve Nepfte Posttlwe Negauve Posmw Negam (psf) 12.02 -23.32 12.02 -42.04 12.02 -65.37 25.49 -28.15 25.49 -35.00 11 of 12 PV PANEL UPLIFT CALCULATION Code:2009 IBC,ASCE 07-05 WIND FORCE DISTRIBUTION:COMPONENTS AND CLADDING Uplift,p= qh IGCp-GCpi] Data from ASCE 7-05 Calculations: Components&Cladding Pressure Zone 1 Zone 2 Zone 3 (ps Positive Negative Positive Negative Positive Negative 12.02 -23.32 12.02 -42.04 12.02 -65.37 uplift= -47.87 Ipsf CONNECTION LOADING(DEMAND): Max tributory area to anchorage= 18.00 sq ft PV Array Dead Load = 49 Ibs 0.6 x PV Array Dead Load= 29 lbs PV Array Uplift= -862 Ibs(zone 3) Demand=0.61)-1.OW= -832 Ibs at each PV support connection to roof CONNECTION CAPACITY: Connection Design Values: Diameter of Lag Screw= 5/16 inch NDS TABLE 11.2A Length of Lag Screw= 3 inch DIA(in) W(Ibs) Minimum embedment= 2.5 inch 1/4 225lbs Withdrawal capacity= 266 Ibs per inch of embedment 5/16 266 Ibs Screws per conn.point= 1 3/8 305 Ibs Load duration factor,Cd= 1.60 7/16 342 Ibs Lag Screw Capacity= 1064 Ibs 1 1/2 378 Ibs Connection Capacity= No.screws per conn.x screw capacity Connection Capacity= 1064 Ibs Demand/Capacity Ratio= 1064 32Ibs = 0.782 <1.0,Therefore,OK 12 of 12 f Town of Barnstable *Permit# Jff) / Expires 6 months jromi sue date Regulatory Services Fee . Thomas F.Geller,Director X- "`'/-., PERMIT Building Division NOV 2 1 2006 Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 TOWN OF BARNSTABLE www.town.barnstable.ma.us Jffice: 508-862403 8 Fax: 508-790-6230 EXPRESS PERART APPLICATION - RESIDENTIAL ONLY Not Valid without Red x-Press Imprint /parcel Number G% )erty Address /2:q 7 I-M /J %A-/14/S .•17j/� Zesidential Value of Work_,:;-o _ Minimum fee of$25.00 for work under$6000.00 ier's Name&Address ,4_�j ) W 2 Bute fl-e/2 e 6 A -,w itractor's Telephone Number J'&'�- --7 7 ne Improvement Contractor License#(if applicable) won rgmviso!,sLicense-otif-appiieablej Workman's Compensation Insurance Che one: I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance trance Company Name rkman's Comp.Policy# )y of Insurance Compliance Certificate must be on file. arit Request(check box) V�f(stripping old shingles) All construction debris will be taken to_ VA-1'2,,W6,j- /I C- �0 r L L ❑Re-roof(not stripping. Going over existing layers of roof) dRe-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this pemvt does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy o the Home Improvement Contractors License is required. .'NATURE: )rms:expmtrg se061306 . t Stlow Construction TRIM COVERAGE SPECIALISTS a VINYL SIDING COMBINATION WINDOWS&DOORS a REPLACEMENT WINDOWS a SEAMLESS GUTTER SYSTEMS i Licensed Massachusetts Contractor 8 Homeport Drive Lic. #007855 Hyannis,Mass.02601 Telephone 771-9366 Member of the Better Business Bureau Date �••� f�'�� Purchaser's Name //!l1'� ,l`yLG,��/� Tel. No. Address e2q Zeo91'G��, � � & /j?J PURCHASE AGREEMENT . - - CONTRACT AGREEMENT I/We, the owner(s)of the premises mentioned below, hereby contract with and authorize you as contractor, to furnish all necessary materials, labor and workmanship, to install, construct and place the improvements according to the following specifications, terms and conditions,on premises below described: Owner's name Tel. No. Job address City , �'9t ' State REPAIR WORK: No repair work shall be done, except as herein specified and expressly agreed to in writing by the Contractor. - A..J/_ /Liw- SPECIFICATIONS &,e a©g -�-- 7'�1-m � .��GGr�� ,,�-L[., c�,�?.ttrr'/3eH�n j, c�.i.•in®r.� c.�-.��G,�� -� rZ S rA kC V14,Y1, o/-112 T" PAp-eG s Atin 415 ZA c /JG ere vt-r-cep .0 9,) (GA) C H to A44e m/,G•f.♦.®11 6—{-_�fn t�e sl• tv/rN Materials and labor to cost$ P/YDown Payment$ Balance of$ DUE UPON COMPLETION. 4&)gev 57'-ii/�rree4 Contractor will do all of said work in a workmanlike manner: Owner agrees that in event of cancellation of this contract before work is started, Owner shall pay to Contractor on demand. Twentydive per cent of the contract price as liquidated damages for the breach. No work to be done on this property other than that specified in this contract without additional charges. ` All verbal or written agreements not mentioned on the face of this contract are void, and no salesman has any at9rity to change, alter or add to this contract in any particular. This contract contains the entire contract etweeh p ,ies. A copy of this contract is hereby acknowledged to be received. This co tract ie subject to strikes, accidents, or other delays beyond our con of IN W N SSaVn(IHERIPF the parties have hereunto signed their names thi day Signed ram.,;:.° •.' "'' RepresentativeV C n Accepte . SNOW CONSTRUCTION CO. Signed d ,.•' e ' �� owns By _ Business Certificate filed under Mass.General Laws with Town Clerk of Yarmouth. J c ' � `: ✓!ze Uammzaruue� a�./�a;lJactzuor,�6 «g BOARD OF BUILDING REGULATIONS • i License: CONSTRUCTION.SUPERVISOR Number:;C$ 007855 .. Birthdate'04/28/1;946 ,:Expires: 04/28/2008 Tr.no: 23942 i _._, Restricted: 00 T 1 JOHN R LOPEZ� 8 HOMEPORT DRIVEL 1 HYANNIS, MA 02601 ` I , Commissioner 1- ��✓tie. aawao�zuAea o�✓ aaaac�`u�aella ; A. Board of Building Regulations and Standards i HOME IMPROVEMENT CONTRACTOR V \ Regls"!gN tt 112818 Expiration 4/27/2007 i p DBA SNOW'CONSTRUCTION rv ' j JOHN LOPEZ 8 HOMEPORT DR { HYANNIS',MA 02601 Administrator i 1 ne t.ommonweatrn uj jriussavnua&uai Department oflndustrial Accidents01 ' Office of Investigations �'.. 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plu>inbers Apulicant Information Please Print Legibly Name (Business/organization/Individual): �1dCls �p,G C� Address: ' e A4/ City/State/Zip: ev,;"/ Phone#: 4-27 fs 7 7/ Are you an employer? Check the-appropriate box: Type of project(required): 1.❑ I am a employer with 4• ❑ 1 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 $ ❑ Remodeling ship and have no employees . These sub-contractors.bave 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LEI Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t . employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'cornpensatlon 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. FContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic, #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50Q.00 ind/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 cert undd er th pains and penalties of perjury that the information provided above is true and correct. Si ature: /, Date: 7— 27 eO� Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Heath 3.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 1 6. Other i Contact Person: Phone r: Assessor's map and lot number ... � �� .� � THE Sewage Permit number � � ^ � � � �" ----' ' ---- � -----` MAM House number -----'!��'/��..,�.��--.-----.. ...... � . ' . � , r��7�� ^K �� rN� � ��-� �7 � TOWN�� |� � �'� BARNS TABLE �� u N�N00 N .�� 0�� INSPECTOR �N0N00�00N�� -- -- - ---- - -- _- � APPLICATION FOR PERMIT TO ...............[l..�/.././'. .......................................................................................... � ' TYPE OF CONSTRUCTION ................. ......... /�/4.. .... ................................................................... � � v ^= l�\ --'''7— f'''`'-`^^^'—... ._,. � ' TO THE INSPECTOR OF 8U|U]|NG3 / . . The undersigned hereby applies for o permit according to the following information: � / Location //' � 72 — /—�............ /`�i ��................. /!----..4L�� ///� / ( ------' ''Proposed —' '' — ----'—^^^~^—''-------'—^—..—'' � Use ---' �-------.------------------...—.----.—.--------- ^ Zoning District ------..---,.------------Fivo District -------------________.____.. � � Name of Owner A� ^k��/`.)—../��—./&/��./ —.A66re» ..../�.�..Y—..c�.(�.7.. ��Y 4 � ( � _-----� — ' -- --- -- __ — .. - - . —.. .......................................... ` ' ' , | Nome of 8oi|6er -----' �^ ----�--- ---'A66oss ........ --.'�/�.a�../-----.---_-------.. � ` ` ~ Nome of Architect ........1).�'/�/�y..'��/�.�/��(.....................Address ............. Number of of Rooms ------ — Foundation on /'} ' /< ' —� � (--..�--- ---. ./ --_—______ ' Emerior ---T—� .|1—/------------------'Roofing ---.6 Floors // * /� .r�. ..L//j�<>-------------|n��icv ---.��—.—�/ .. _.'_ _ . � -------- � —� — ' '' � � ' 'r-----------. Heating --- . ..—.....-------------r--F1` Jng .----- ................./7 ^. ». `-----.____. . Fireplace -----! /-. .......................................................Approximate Cost — ........................................... � ' Definitive Plan Approved by Planning Board lQ-__', Area -------------- ' r Diagram of Lot and Building with Dimensions Fee ............................................. � SUBJECT TO APPROVAL Of BOARD Of HEALTH � ` � . ` � � � � . ' � l � , . hereby agree to conform to all the Rules and-Regulations of the Town of Barnstable regarding the above `\ construction. � . . Noma ..�—...�,... /��(. ..—..—..—.----..----.. � ^ ' . U *' � F� Gray-Oaks Development Corp. A=291-252 No 21203 permit for .....one„story........... single fgmil7. dwelling ........... ............................. Location .............297 Megan„Road,,,.,,,.; ,....... . ..............................Hyanni S.................... Owner ..Gray-Oaks Devlm „Cpr;p,...... .............................................. Type of Construction ........f=e........................ ............................................................................... Plot ............................ Lot .....7,2......... ............. ` Permit Granted .../nx.i-1 •18............•19 79 Date of Inspection ....................................19 Date Completed .. ....:..,..........................19 x 127ERM REFUSED ..... ..... .. 19 .�. �. .`. l)........... ............ ....... '............................................ .............(/. .. ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... -�` Asgssor's map and lot number ...I............./. ......:... ' FTHET f ��7 SEPTIC SYSTEA� MUST BE Q.,° Sewage !}'ermit number ..............7..<..........................:. f',ORI�IwIANcE INSTALLED IN Q WITH ARTICLE.II STATE i BA"STABLE, House .number ................. ..�.�..1..��................................. r SANITARY C ODE AND TOWN ooe�"e 9 0� S, CFO MpY of- -REGULATION TOWN OF BARNSTABLE BUILDING -INSPECTOR APPLICATION FOR PERMIT TO ` ......... f�. TYPE OF CONSTRUCTION ................ !.v.... I>........ !` .. �c.' .............:.......:............................................ 2.��.................19........ TO THE INSPECTOR OF BUILDINGS: -. die unae�signed hereby applies for a permit according to the following information: / Location ...i.G.. ............ ...��-.......... L.........XA...............r ! A'/ ! .....:..............:..................................... Proposed Use ......... ZoningDistrict ........................................................................Fire District .............................................................................. Ay �u��s �,�� !�G�P. ��k .7.... ��,f........................ Name of Owner :........Address .................... .. .. Nameof Builder .................................................Address ...................1 1�........................................................... ................... Name of Architect ......./5.�..h�� <A/LSA( /� 0 0C1 I.µP/Z/( ......................................Address .............. . ....................................................... Number of Rooms Foundation .......P l .................1 .......................................... ......'..�..'�..U......... ..�..�.�........................ Exierior �....?J..j .....................Roofing ................. .� s�/�/>! L f ............. ................................... . ... ............. .......................................... Floors 2 ` G. .... l %/il D ...................Interior �L� S f Q 4t....... ��! ........................ ................................................................... ........... Heating �:. Plumbing /. > T R.......................................................... ................... .............. ............................................... Fireplace ...............y..eS......................................................Approximate Cost ... ..Q '.. .................................. ........ Definitive Plan Approved by Planning Board -----------_------_----- .,,,,,:,, ------19--------. Area �/...o®. Diagram of Lot and Building with Dimensions Fee 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. Name .............. . .. .. ....................................................... Gray-Oaks Development Corp. '� 2I203 one story Nb ................. Permit for .................................... S le family dwelling —.--....—.�z`---..-----------.--.. - ~~ 297 Megan Road- Location --------...------------. Hyannis ' ~ --------.--.---------.-----.. - - Gray-Oaks Development Corp. Owner —.-----_--'------------ ' ' frame ' Type of Construction -------------- - / ` '-------~------------------ � � #l2 Plot ............................ Lot ................................ � ' - - ' Permit Granted —..---. 'I8--]p ?9 . / � Dote of Inspection --- . ._--..lg - } _ ` uore Completed } � � / . ~ . � PERMIT REFUSED ' . . � � `-----^--^-------'' --- —' 19 > ---.------.-----.-----------. -------------------..------.. ' . .---.—.-------._~.-----..----- � ^ | '----^----'^--^^--'—'^^'`—'----^— ` Approved —'...�--------.--....—.. lQ ' -------'------^—'--^'-----'--'' ' ----r— .......................................................... � � . ' - TOWN OF BARNSTABLE permit No. 21,203 Buikling Inspector I s MAN& Cash OCCUPANCY PERMIT Bond _ No building nor'structure shall be erected; and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to DtaY t ak4 VP-V90PM12nt COAP Address 913X 957, Hya UA, MA Wiring Inspector s Inspection date ' Plumbing inspector �� Inspection date w Gas Inspector �--- r, Inspection date Engineering Department , .� .: ;/• r Inspection date 7 THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. n 111...E 19 / Building Inspector ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. I DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULIIWIRE 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(8) CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. - PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 313 NEMA A RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS TR L PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES cutsneets Attached GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A ELEC 1136 MR UL-LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. • AHJ: Barnstable 5. ALL ELECTRICAL WORK SHALL ,COMPLY WITH REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) CONMENTIAL— THE INFU M MON HEREIN ff=35 J B-0 2 6 3 3 4 00 ors HEATHER ER A l DE�RIPnar� Carol `��' CONTAINED SHALL NOT BE USED FOR THE FAIRBANKS, FAIRBANKS RESIDENCE Carol Paredes .r , 1 �; 2ZAv"'awo�arCity BENEFIT OF ANYONE EXCEPT SDLARCITY INC.. U NOR SHALL IT BE WC1. SED IN MOLE OR INount Type C 297 MEGAN RD 9.275 KW PV ARRAY �� PART To OTHERS OUTWE THE RECIPIENTS BARNSTABLE MA 02601 F ORGANIZATION,EXCEPT IN CONNECTION YN1H , ;n ?t a°a W,I a t y+ +j BuildingrK o175Z2 unit 11 THE SALE AND USE OF THE RESPECTIVE NIVA OPT265-60-4-190 tt ,et iuiC] tiSCLARCITY EQUIPMENT, WITHOUT THE WRITTEN f PAGE NAME: SIEEL REV DAISPERMISSION OF SCLARCITY INC. T SOL— 638-10— F (8 w 6 ducat 9DGE SE380OA—US—ZB—u (508) 775-6835 COVER SHEET PV 1 5/31/2014 � � -aT�c»-2 ) �n..�I�l1r , PITCH: 20 ARRAY PITCH:20 MPl AZIMUTH:90 ARRAY AZIMUTH:90 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH:270 ARRAY AZIMUTH:270 MATERIAL-Comp Shingle STORY: 1 Story O ZH OFMgss 9 PAUL Inv Q TRUCTURALCn FTC C A50100 L_---J.-- -J ---- �O FGISTE��i� �SS/ONALG EXP.6/30/14 5 , LEGEND/12 3 — N Q (E)'UTILITY METER & WARNING LABEL Front Of House INVERTER W/ INTEGRATED DC DISCO a & WARNING LABELS Q ® DC DISCONNECT & WARNING LABELS ® AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS (D DISTRIBUTION PANEL & LABELS B D LOAD CENTER & WARNING LABELS O DEDICATE D D PV SYST EM METER tt Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE L Q HEAT PRODUCING VEN TS ARE RED I. 'I INTERIOR EQUIPMENT IS DASHED L_iJ SITE PLAN N M Scale: 1/8" = 1' W E 0 1' 8' 16' � S J B-026 334 00 °" '�° DESK CONTAINED — THE I BE USED RHEREINTHE JOB NUMBER . So�a�C�ty CONTAINED sHAu NOT BE useD FOR THE FAIRBANKS, HEATHER A FAIRBANKS RESIDENCE Carol Paredes �_BEN ; NOR SHnIL IT BE asCL0SETn o a OR INC, CoM � 297 MEGAN RD 9.275 KW PV ARRAY Comp. Mount Type C I•" PART TO OTHERS OUTSIDE THE RECIPIENTS MaoBts BARNSTABLE, MA 02601 ORGANIZATION,EXCEPT IN CONNECTION WI1FI 24 St Martin DrWo,Binding$Unit 11 THE SALE AND USE Or THE RESPECTIVE 35 SUNIVA # OPT265-60-4-180 PAGE NAME. sIIEEr: REV: DAZE Md12)wm ,MA 01752 SOIARCmr EQUIPMENT, wITHOUT THE WRrM a�xTErt T: (sso) -1o2a F: (sso)szB-1o2s PERIUSSION OF SOLARCITY INC SOLAREDGE SE3800A—US—ZB—U (508) 775-6835 SITE PLAN PV 2 5/31/2014 (BBBOsoL 1'�B p6s-24Bs) ....�alarati.— (N) SIMPSON A34 CLIP W/ (N) SIMPSON A34 CUP W/ (8) 8d (0.131x1.5") NAILS (8) 8d (0.131x1.5") NAILS (N) 2x6 SPF #1/#2 SISTER OW 8'-4" (+ _) (N) 2x6 SPF #1/#2 SISTER OW 8'-4" (+ —) SEE TOP VIEW SEE TOP VIEW UPGRADE NOTES: S1 S1 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2.' FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2-PLY) OR 22458 (IF 3—PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A " DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) 70, RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6 1' 11'-8" 1' 11'-8" O.C. ALONG SPAN. (E) LBW (E) LBW •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED. SIDE VIEW OF MP1 NTs B SIDE VIEW OF MP2 NTS A 6" END MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES DISTANCE 16" O.C., TYP WMPSON SDW " WOOD SCREWS LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT. 48" 19" _ _ ROOF AZI 90 PITCH 20 1 " RAFTER 2X6 @ 24 OC ARRAY AZI 90 PITCH 20 STORIES: 1 RAFTER 2x6 @ 24"OC A RRAY AZI .270 PITCH 20 STORIES: 1 Z7 -:T C.I. 2x6 @24"OC Comp Shingle C.J. 2x6 @24"OC I Comp Shingle (N) 2x6 SIDE MEMBER (E) 2x4 MIN. RAFTER PV MODULE 2x6 END FASTENER GROUPING 5/16" BOLT WITH LOCK INSTALLATION ORDER GE & FENDER WASHERS Scale: 1"=1'-0" LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT HOLE WITH (N) SISTER MEMBER TO BEAR (4) (2) POLYURETHANE SEALANT. ON PARALLEL CEILING JOIST ZEP COMP MOUNT C OR SUPPORT BELOW SIMPSON SDW 22458 22300SIMPSON SDW ZEP FLASHING C (3) (3) INSERT FLASHING. (E) RAFTER WOOD SCREWS GE SCREWS WOOD (N) SISTER MEMBERS SCREWS (E) COMP. SHINGLE (4) PLACE MOUNT. (1) zzzz Y—0" MIN. (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH GE L (N) SIMPSON A34 CUP /773 J 5/16" DIA LAG BOLT (5) SEALING WAS ER. (N OFIygSS (E) WALL OR _ W/ (8) 8d NAILS WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH SUPPORT BELOPAUL K. (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. ZACHER �Sm (E) RIDGE BOARD OR SUPPORT BELOW (E) RAFTER TRu501 0AL TOP VIEW OF FULL LENGTH LAPPED SISTER 1 STANDOFF 'o, G/STEM G�� W OTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER Scale:,3/4"=1'-0" + Scale: 1 1/2 = 1 SSiONAL� EXP.6/30114 CONFIDENTIAL— THE INFORMATION FEREIN F=(35) J B-0 2 6 3 3 4 00 PREMISE owlmc DEsa�nax �I;� . CONTAINED 91ALL NOT BE USED FOR THE Carol Paredes �NE1•TT of ANYONE EXCEPT SOIARCITY INC.. Toc FAIRBANKS, HEATHER A FAIRBANKS RESIDENCE �;�`SolarC�ty NOR SHALL IT BE DISCLOSED IN T>MOLE OR INount T e C 297 MEGAN RD 9.275 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIETITS MODULES: BARNSTABLE MA 02601 ORGANIZATION. EXCEPT IN CONNECTION TMT1H r THE SALE AND USE OF THE RESPECTIVE NIVA OPT265-60-4-160 24 SL Mahn Drh1%Bulding 2.Unit 11 5OLARgTY EQUIPMENT, WnHOUT THE YYRIIIFNPAGE NAME: 91EET: REY' DATE Mmtorougk MA 01752 PEmuS9DNOF CITY INC. (/508 775-6835 PV 3 5/31/2014 (eee)-��aTTYG�ss-240)�•:u .— DGE SE380OA-US—ZB—U l l . STRUCTURAL VIEWS l GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number.Bryant Inv 1: DC Ungrounded INV 1 -0)SOLAREo(;E sE3eooa-us-lH-u Lpg� a -05)SUNIVA# OPT265-60-4-1BO GEN 168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.44 014 937 Inv 2: DC Ungrounded Inverter, 38�W, 24oV,97.5X; w/Unite I.A and ZB, AFCI PV Mo ule; 265W, 237.4PTC, H4, Black on Black, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-in: Supply Side Connection INV 2-0)SOLAREO SE38DOA-US-ZB-u Lpgp; B Inverter, W, 24OV,97.5% r/UniiN Disco and ZB, Al'a Voc: 38.3 Vpmax: 30.7 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E) 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER SOLARGUARD BRYANT Disconnect CUTLER-HAMMER METER (N) 125A Load Center 100A/2P 8 Disconnect 7 5 SOLAREDGE B 40A C D I E SE380OA-US-ZB-U 20A/2P i+ov SDIarC#y A Lt B N 3 A 1 (E) LOADS GND — ____ GND _ —— GND ——— — i �o r GEC N DC- 0+ 1 Str ng(s)Of 18 On MP 1 GND -- EGC--------------------------- — —,----- — EGC--------------L--��'�— r — I N Inverter 2 a EGC/GEC—, — I "SE31 SOLAREDGE 1 0OA-US-ZB-U 20A/2P z4av GEC TO 120/240V 4 2 SINGLE PHASE L_ EGca DC+ DC+ UTILITY SERVICE I I - - —-—— — GEC -— N DO DG 1 String(s)Of 17 On MP 2 �_ GND -- E --- -- ----------------- — —,—_--- — EGC-----------------tJ 1 r MAX VOC AT MIN TEMP 2 G?mmd Rod; 5/8'x 8. Capper R (1)CUM—HAMMER#DC222NRB /� a (1)SdarCity 4 SIRING JD, GROUNDED BOX �2;ILSCO**IPC 4/—#6 Disconnect; 60A. 24OVac, Fusible, NEMA 3R (y ^ 2x2 SiRINGS UNFUSFD, GROUNDED DC tnmd Finn Piercing Connector, Main 4/0-4, Tap 6-14 —(1)CUiLER AMMER DGiOOIB (I)BRYANT#BR816L125RP Grmmd�tleutrd 60-100A, General Duty(DG) Pv 05)SOLAREDGE,#P3�2 3AO40 SLoadCenter, 125A, 120/24oV, NEMA 3R 1)C�RRFAMMEuse�#DS16FKPowerBox timizer, 300W, H4, DC to DC ZEP (2)��H MM8 —(2)FERRAZ SHANMUTT!TR40R PV BAgffEED OCP nd (1)AWG#6, Solld Bare CapperFuse; 40A, 250V, Class RK5 —(1)Gramd Rod; 5/8'x fr. Capper UPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C (1)CUTLER-HAMMER#DG222URB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEP11ON NO. 2, ADDITIONAL S SERVICE EQUIPMENT AND MALL BE RATED PER NEC. Disconnect; 60A, 240Vac,Noll-Fusible,NEMA 311 b -(1)CtnLFR AMMER DGIOONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE I;rakmd�N�,akr 1 60-100A, General Duty(DG) 1 AWG A THWN-2; Black 4 (1)AWG#10, THWN-2,Black Voc* =500 VDC Isc =15 ADC 2 AWG#10, PV WIRE,Black Voc* =500 VDC Isc 15 ADC OL4t—(t)AWG#8 THWN-2, Red (1)AWG#10.THWN-2.Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=13.45 ADC O (1)AWG#6. Solis Bare Copper EGC Vmp =350 VDC Imp 13.45"ADC ALL(i)AWG ,1HYM-2 White NEUTRAL Vmp =240 VAC ImP=31.66 AAC (1)AWG#10.THWN-2. Mite NEUTRAL. VmP =240 VAC Imp=15.83 AAC ....... (1 AWG#10, 1HWN72,.Green.. EGC. ..-(1)Conduit.Kit:.3/4' EMT. ..... . ... .. ... ..-.(i AWG#S,.1HWN-2,.Gruen .. EGC/GEC.—0).Cq*Ik Kit.3/4 EMT. .... .. .. . . ... ...-(1 AWG#8,,THNM-2,.Green __ EGC/GEC-(1)Conduit,Klt,3/4'EMT., ,,_„; .. (1)AWG#10, 1HWN—$ Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE Black Voc* =500 VDC Isc =15 ADC (1)AWG#6 1HWN-2, Blo* (1)AWG#10,THNM-2, Black ®�(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=12.7 ADC O (1)AWG#6. Solid Bare Copper EGC Vmp =350 VDC Imp=12.7 ADC ®�(1)AWG#5:THWN-2.Red O ff(1)AWG#1Q,THWN-2. Red ..... ... (1)AWG#10, THWN72,.Green.. EGC. (1)Conduit_Kit.3/.4�.Elrti.. . .. .. ... . 6L (1)AWG i6.1HWN-2 White NEUTRAL VmP =240 VAC ImP=31.66AAC (i)AWG#10. 1HWN-2 White NEUTRAL VmP =240 VAC Imp=15.83AAC .-(1)AN#6,.Scid Bare.CoPPer. GEC... . .-(1)Conduit.Kit;.41$EIIT... .... ... .. .. 70 AWG 0%.1FiWN-?..(teat .. 9%/GEC-(1)Conduit.Kit.3/4'EMT. . .. .. .... JB-026334 00 °'""� °� DES CONFIDENTIAL S A 1H NOT BE HEREIN I08 NUYBBs ��,t,SO�a�C�t caNTaulm SHALL NDT BE usED FOR THE FAIRBANKS, HEATHER A FAIRBANKS RESIDENCE Carol Paredes y. NOR B84SHAM ITT OF�BE DISCLOSED IYM EXCEPT N ARCITY INC..WHOLEOR IN Comp� 297 MEGAN RD 9.275 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Com Mount Type C ORGANIZATION.EXCEPT IN CONNECTION WiTH MMULM. BARNSTABLE, MA 02601 24 St Martin Drive,Fidding s,Unit 11 THE SALE AND USE OF THE RESPECTIVE 35) SUNIVA # OPT265-60-4-1B0 SHEET- REV: DAZE: Mwbsrougb,MA 01752 SOLARCITY EQUIPMENT.WITHOUT THE WRITTEN � � PAGE NAYS T: (650)638-1028 F: (650)638-1029 PERMISSION OFSOLARCITYINC. SOLAREDGE # SE380OA-US—ZB-U (508) 775-6835 THREE LINE DIAGRAM PV 4 5/31/2014 (M6 -Sa.-air(76s-24f) vnkr.eoladtyoom '4 i SolarCity SleekMount Comp SolarCity SleekMountTIMI - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules � aesthetics while minimizing roof disruption and ; �� 0 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 ? , •Interlock and Ground Zep EfL listed to UL 1703 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute P „-r- to Amore visually appealing system.SleekMount as"Grounding and Bonding System" j s 3Q Insert Comp Mount flashing under upper utilizes Zep Compatible T"' modules with •Ground Zep UL and EfL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon 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 OPlace module O Components Y B 0 5/16"Machine Screw ~ © Leveling Foot. © Lag Screw OD Comp Mount 0 Q Comp Mount Flashing C o' o® D Solat'Cit o SolarCity. January y® January 2013 'NZp y Janua 2013 OPTIMUS SERIES:OPT 60 CELL MODULES OPTIMUS SERIES:OPT 60 CELL MODULES �a �] High-quality and high-efficiency - .®..a.n.a..a..a..�mraa.aa«a.,.....,. SI\v/� PV yields sensible solar The enlhance of Solar Made Sensible J��r�r•�/��0 �.. ©© . 0 0 O 1 ' 0 /�///�A f u u W .. .. as a. Ym—rsmM—smm—,e mes. OPTXXX-60-4-1 SO(Zap Compatible frame) . . - The Optimus®modules consist of Suniva's - ELECTRICAL DATA(NOMINAL) - - latest technology;ARTisun®Select These superior . monocrystalline cells.are designed and manufactured Power Classification Pmax(W) 255 260 - 265 in the U.S.A.using our proprietary low-cost processing Module Efficiency % 15.71 16.02 16.33 - techniques.Engineeredwithourpioneeringion - - - - - _ - implantation technology,high power-density Model Number ,- OPT 255.60-4-1.60-8 260-60-4-180.8 265,60-4-.180-8' . .. ' Optimus modules provide excellent value. . - Voltage at Max.Power Point Vmp(V) 30.20 - 30.50 30.70 - - performance and reliability. - - Current at Max..Power Point Imp(A) 6.45 8.52 8.64. certifications: Open Circuit Voltage Voc(V) 38.1 38.3 38.3 (& FSEC Assoas opliaplum - - Short Circuit Current Isc(A) 8.96 9.01 9.12- - rcrrasam ^-:t The eledncal date apply to starrdare rest conditions ISM):Lradiance of 1000 Wle wMAM 1.5 specie at 25°C. Imam DIMENSIONS AND WEIGHT Cells/Module - - 60(6x10) - Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) - . Module Thickness(Depth) - 40 mm(1.57 in.) - - - Approximate Weight 18.5+/-0.25 kg.(40.8+/-0.5 Ile) _ .- Engineering Excellence Features Quality&Reliability CHARACTERISTIC DATA oplinius nrodulesa,e Type of Solar Cell High-efficiency Suniva0 ARTisune Select monoorystalline cells of 156 x 156 mm(6 in.) - Frame Black anodized aluminum alloy;Zap Compatible frame - cels.providing o n.e,of the highest Silver irame arid hlaoK'raine viah specifications assuming Consistent high GlassI Tempered(low-iron);anti-reflective coating Junction Box I NEMA IP67 rated;3 internal bypass diodes Cable&Connectors 112 AWG(4 mm2)cable with Amphenol H4 connectors;cable length approx.1200 mm TEMPERATURE COEFFICIENTS - - the i—M.-Kivanced- 2008 . . Voltage -- 6.Voc(%/°C) -0.335 - . - Current. a,Isc(%!°C) +0.047 . Power - y,Pmax(%/°C) --0.420 - spu,ow fit, the Georgia Tech University Center of Ex(11cnce in r NOCT Avg (+/_2°C). 46.0 - Pholovoltaics(one of only t'..'O SUch BLIYArnerica counphani ueon recLiest Passed enhanced stcress tcsis!based on LIMITS Max.System Voltage - 1000 VDC for IEC,1000 VDC for UL - .- •free Operating Module Temperature -40°C to+85°C(40°F to+185°F) _ AS"a50111 Our valicated PAN files Storm Resistance/Static Load' Tested to IEC 61215 for loads up to 5400 Pa(113 pso; - '� hail and wind resistant - - Swilvereserves the dgM m change the data at any time.View(nstr6a ion man al at zepsolacemn.'UV 90 kWh,TC 400,OH 200D.. - - rTasts were wnducred on module type OPT 60 sa wirame. - - (SAMD_00381 AI4P4T,� OUR PRODUCM N �^n Yrmovysdir Mad.1- 11,10-1y.Ialli a Gas . _ • OPTIMUS SERIES 60 call Is%-elldiuncy M OPTIMUS SERIES 72 cell 5765 Peac htree Industrial al BN., Norcross,Georgia 30092 USA Yultlayshl6r YOAUMs ealanmofSsorsBalVbfa(BOSS) Tel:.1 404 4n 2700 SUni va MV SERIES 62 call Racing,mvertera,eenerim.energy MV SERIES 72 ca6 Storage Appliances and EN Chargers www..urwacom rw�a rue. - - 051413 - (Rev 2) - s ) solar=oo L� Solar=oo SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer `. P300 P350 P400 " PV Module Add-On For North America [� ; (forodul lPv "modules (formodules) modules) modules) modules) P300 / P350 / P400 °d INPUT d Input DC Power4a 300 350 .....41t�..... W 4 ............... N Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ......... ............................ ...................... ............. ..................... MPPT Operating Range 8-48 8-i0 8 80 Vdc .: ........................................................................................................................ " Maximum ShortGrcuit Current(Isc) 10 - Adc ..................._.-.................................................................................. ...... ......... .... _ r— " ) Mawmum DC Input Current 12.5 Adc 4 Maximum Effcency 99.5 % `+,,, ', t Wei hted Efficiency 98.8 % Overvoltage Category II - ,.� OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 11 Maximum Out tit Curreirt _ 15 Adc.. .. ` ...................P..... ............. .........,..............-.............................. ...--.... ..... ......... Maximum Mamum Output Voltage 60 Vdc Foil .OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc ."•C• ',q :.' - �;< 'STANDARD COMPLIANCE Z7 •i � EMC FCC Pan15 Class B IEC61000-6-2 1EC61000-6-3 IEC62109 1(dass II safety)UL1741 RoHS Yes gam° , .. .: - - _ -- - INSTALLATION SPECIFICATIONS - - - - Maxmum Allowed System Voltage.............. ........ ........-. 1000 .-. ..Vdc Dimensions.(Wx Lx H) •.-•-. _. ,-,•--, - „_......141x212x405/.5 SSx834x159 ..................mm/in" t .,,,, - ,-t'° '' -'�' •;'" Weight(mdudmg cables).. ..-_ .. 950/2.1. . Jil :.. ....:..............:................................................_-............:........................:...-. ...".. - Inpu[Connector .......................MC4/Amphenol/Tyco P. .................................................. Double Insulated Am ..... .:;.:. ,.;? '•. Output WireLhCo....................... .............. ....0.95/3.0... .-..... ......1.2/3.9.................... ...m./ft'. a - .3' `. ,. �,. i .... ...._ ..... ................ .. ........_............. nnector Diu , ?......gTemperature Range..........................................................-00 +85/'?-0 +185...............................C/.F... ` ( Protection Ratin IP65/NEMA4 .Reladve Humidity _.................................................. ..................-...... .-.. 100 ........................ ........... w , .. �nx•asn:wK.mme�m.�.w,oma:dw m.sxpwe•wre.mae�uw�ea. - - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE - SINGLE PHASE f ,INVERTER 208V 480V - PV power optimization at the module-level Minimum String Length(Power 0ptimitemI 8 10 18 Up to 25%more energy Maximum String Length(Power Optimisers) 25- 25 50 Tryr .......................................... ............... ........-......................-...........-.. V —Superior efficiency(99.5%) ..............Maximum Power per String 5250 _ 6000 12750 W VV` - i um..ower...r............String ................................................ ...................................-..:............... ... 1 r Parallel Stnngs of DiRerem 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.50laredge.u5 t . ' $�I a r e Single Phase Inverters for North America Oro s 4 0 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US G_ SE7600A-US/SE10000A-US/SE11400A-USsoa r SE3000A-US SE380DA-US -SES000A-US SE6000A-US SE7600A-US SE10W0A-US SE31400A-US 7 OUTPUT SolarEdge Single Phase Inverters .........-.. .......... ............ �000�z�� ....... . r = Nominal AC PowerOut ut 3000 3800 5000 6000 7600 11400 VA .. .. .. .. •5400 @ 208V 10800 @ 208V. . . . .VA ' x v = - Max.AC Power Output 3300 4150 6000 8350 12000 VA �. P 5450 @240V 10950 @240V For North America --....... .............. .. '�` AC Output Voltage Min:Nom:Max.' 229 Vac - - .... -- ......... w' ✓ ✓ SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US _ ...... ....... ............... ........... ... ... h, -�'• .{t�.tom a AC Output Voltage Min Nom Max.` ✓ ✓ ✓ ✓ SE7600A-US/SE10000A-US/SE11400A-US fi; �< fr 2ii-z4o..264va� ......: ... ........ . ... ............ . .... .... . ,,,• ,_ �` �- AC FrequencyMmNom:Max.' 59.3-60-60.5(withH_Icountrysetting57:•60-60.5?••• ••• •Hz••••• ` .................... ............ .. '`?' Max.Continuous Output Current 12.5 16 25 1I 32 47.5 A _ ...................................... ... ..21 ..............1. ..-1 ..42.@240V..: .. - : ' a. ,....._.�,-»..,...:_. ..•.-..w.•. :,,....m... i ^> Protection,Country Configurable ..... Yes - .: , .� ,' .: � ;�„ :=,. � Thresholds � - ........ ....... ring Islanding J INPUT gura e unt C nfi i Recommended Max.DC Power'• - i 3750 4750 6250 7500 9500 12400 14250 W �G i3 i :K'.w k� .•,, { .... .... .... ..... ......... ............... .... ....... ..... -............ ....... ( .:_.�. �. e .•. . >:.: .o.. Transformer-less,Ungrounded .. . .. ..-- Ves .. ... ... .......... - ... . . ..... ................ .... ... .... Max.Input Voltage .. Vdc... . ,,....i ,:. , Nom.DC.. ut Vo..... ........._... .............. .....I. ..........--•---325 @ 208V.350 @ 240V ................... ..................... ............ - ...Vdc ...: ..,..�.....,. ... ...... ...... ............. .......... ........... ----..... .r :a `* r's` ..-. ?.,. g` -16.5 @ 308V. . .-.... -.......... 33 @ 208V.. ... .... .... ' Max.In ut Current"` 9.5 13 18 23 34.5 Adc p 115.5 @ 240V I ( 30.5 @ 240V I --- }< •Max.In put Short Circuit Current--. .............. .. ........30.-... - .---..45....................... .Adc.... .. .L. .... ...................:.................... ..I........... .. .. -. ...Yes ection . . _. ..: ..:.. .,_,.W,,.., , " :: •• lari oltitn Detection... ....................... .. ............. ...600k°Ser itiv"Ity Ground Faults a o --. - ,i :,, ........................ ............ .... .- .. ..-.- .. . . .. .. MaximuminverterEfficien •••97.7 - ••98.2 ••-98.3..•. --••98•••- _ ••-98 •--•98....- .........- _ ..............................ry......:.-. ................ ............. 7 OS ..... .... g @ 08V ... .. e Efficiency �98 @ 240V 97�5 @ 240V 97.5 % .. .. - .- .- -. Power Consumption...... .............. . .......•<2.5................. ------.-..... ..-.-.....--.. .-.-..- <4...... ._....-. ... ......... CEC Weigh 97.5 98 97 5 97 5 ghttime 'ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional) f'` £ra '> _-,, r+..: ' •9 ::i c Revenue Grade Data ANSIC12.1..... ........_........ ........... .-..... ...Optional .... (STANDARD COMPLIANCE Safety L1741,UL16996,UL3998 CSA222............. ..... ........... ......... ... ......... .................. ...... ............. .......IEEE1547... .. . . f v .. Grid Connection Standards X ...... <aP D Emissions ..:FCC part15 class B Ir of INSTALLATION SPECIFICATIONS 1 � : i,,,„,„. � ` ,, �:.a,'" �,,.. �„•,,.. •> ,,.,,.' ACoutputconduitsize/AWG range 3/4 mmlmum/24-6AWG •••••.••••••••••••3/4 mlmmum/8-3AWG S-.?e 44} r,'•9 x' R '� :'ai 5' $ �. i_: ......... .......... ............................. ..........•.. ................ ......._ DCinput conduit size/p of strings/ 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG ,.ti` r •9.,.. AWG.ran ... ... ... ... ... ................... ................. -.... .. ............ ♦#..., + �' ,,t4c t c ,�: .,,«, Dimensions with AC/DC Safe •••30.5x12.Sx7•/ ••30.Sx12Sx7.5•/ ••••• •in/ S { t 30.5 x 12.5 x 10.5/775 x 315 x 260 Switch HxWxD 775 x 315 x 172 775 x 315 x 191 mm ............. ................... ..:. -- 3 .»,«, ',. ;.;�;a/ ,.,..;, t,., •�a*r ?ar.r u,' 's ,y. ..n��,.kf„ ,:�':,....�.°s Weight with AC/DC Safet Switch 51.2/23.2.. ...54-7/24:7 ••88..4/40.1 Ib/•kg . ... ..... .. :. ..... ........................................... ................................ .................................. ....................:.......P.........;....:......... .... .. Cooking Natural Convection Fans user re laceable ]. ........................ ........... ..... ... . .. ............---.-...-.....-. ..---...... J The best choice#or SolarEd a enabled systems "O15e <25 <so dBA„ .. g y - Min:Max-Operating Temperature - - -13 to+140/ 25 to+60(CAN version*••'-40 to+60) •F/'C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Ranpe...................... ........... ...................... ...................................................................................................... Superior efficiency(98%) Protection Rating•. NEMA 3R........................................................ .. .... •For other regional settings please contact SohnEdge support. mall,lightweight and easy to install On provided bracket ••umF[edto125%for locations where the yearly average high temperature is above 77•F/25-C and to 135%for locationswhere it is below 77'F/25-C - For detailed udormation,refer to htt //-^•^- la ed a /fil /ndfs/ erte dc mensizinit 9u,de odf .� Built-in module-level monitoring ..•A higher currern s°u..may be used;the inverter will limits input current to the v hnn stated. - ••CAN F/Ns are eligible for the Ontario FIT and mitroFfr(miaoFfr exc.5E11400A-USCAN). 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 a� USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.SOIaF2C)g2.U5 c, I� SOIL LOG �,�X i.(.x ✓ii.0,i A.v Rd�'SSY�LCirGL.4oi�� I 0 /� y 2."PEASTONE _ LOAM 9 FI LL - 12�' MAY x' T= / O I• e • Q LJlt. Y 1000 BOX I;.•. .' 1000 GAL. ° • o IO'MIN. GAL lee•°'e PRECAST OR ° ' I` 24" /H6 SEPTIC i I•• •:°•• I e ' � : I MINA 9y'% TANK I I.•.;• .• BLOCK • • o el Sl _J 6' I •'' .°° SEEPAGE I e o e • i moe o • t es;d—e PIT o lee • e . eo ♦ I e . e ♦ • ♦ I .G.J.." �.3 20' MIN. FOUNDATION I I %2" WASHED STONE I •y, „✓. .? I I I ELEVATION SKETCH I I o'• P E R C. RATE: SCALE : I" = 4' TEST BY : ram'_ -;.c//,zt• ��r �s TOWN INSPECTOR : ?' 1--C �+'E�E$Y CERT/f'y T�.y7 TNT°' ro,_?e4ZT•e BACKHO9 OPERATOR: .-:duie_, y•?!•� FouND4rraN �Sr9 E a y avAS �n C�9 T�0TEST MADE ON ,.S WH h'�h''. /N TIfLF /o, /979 AND Cb N.c'O.,er,? 7'0 r*e Z o hi!N cf z a T /'ZE4L/rR�r?rs. r3 of Ti.✓ TtJ svy o f a .Bf��MSTA,I3G.� r/YJsq SS o vp3 o t7 J i t \ uj , • � 0\ .O t lAk'.i:A � • '� P!T ^s, M ct /a , - (/ya so c epar j,t:,. y�.s z ( Y go776fll _7 9 S•f, 5" ram. -`.' '�'i•��¢',.c$-�"% _� T.�:;,v � '• ,GC- «.E ?'ra r1stS .eQ f ELEVATION SCHEDULE - PROPOSED SITE . PLAN I. INV. AT FOUNDATION = /Ou•Q a 2. INV. INTO SEPTIC TANK = /fit ``'` SEWAGE SYSTEM DESIGN Ci N 3. 1 NV. OUT OF SEPYIC TANK = /o/ S -4r.,-�- ,e` /,11C , y� 4. INV. INTO DISTRIBUTION BOX = /mil' 4 SCALE : I"= Ze.,' �=- r, 19 J 5. INV. OUT OF DISTRIBUTION BOX = /�/ 3a C - 6. INV. INTO SEEPAGE PIT , /tJ/. eej CAPE COD SURVEY CONSULTANTS ROUTE 132 7. BOTTOM OF PIT = � • zo HYANNIS ,MASS.