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HomeMy WebLinkAboutBuilding Permit #907-15 - 55 BLUE RIDGE ROAD 5/12/2015i riORTH (�LFO��t�a° q J BUILDING PERMIT 3� b`:�_ .:.°'°b TOWN OF NORTH ANDOVER ° APPLICATION FOR PLAN EXAMINATION Permit NO: qtj_,� Date ReceivedAveo � �9SSACHUS�t� Date Issued:WTA�`� IMPORTANT: Applicant must complete all items on this page LOCATION ST RIVC u6L 0 Print PROPERTY OWNER +� a67f� Print MAP NO: J PARCEL:0/6 ZONIN DISTRICT: Historic District yesnmo Machine Shop Village ves TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ffOther solar ❑ Septic 0 Well ❑ Floodplain ❑ Wetlands 0 Watershed District ❑ Water/Sewer Install solar panels on roof, as according to attached plans �;, �( kW � 3 Z �oa'`i� 1,5 OWNER: Name: AAA Identification Please Type or Print Clearly) 2.9a CONTRACTOR Name: Phone: 781-996-7347 1st Light Energy b�m� sma 14 Address: 160 Riverview Ave Waltham MA 02453 Supervisor's Construction License: Exp. Date: ►_�_�. ld.0219 Home Improvement License: 172034 Exp. Date: 5/14/` ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ,OWN $125.00 PER S.F. Total Project Cost: $ ILI RU -d d FEE: $ G V Check No.: I1 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner ignature of contractor NORTH BUILDING PERMITbq't'c TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION L� T h Permit No#: Date ReceivedA° tE 7q A�R.lTE° SSACHUS� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑Well 'Eli `Floodplain " O Wetlands ❑ Watershed Distract, �_ 0 Water/Sewer OWNER: Name: Address: Contractor Name: Email: Address: DESCRIPTION OF WORK TO BE PERFORMED: Identification - Please Type or Print Clearly '09O- Phone: � Supervisor's Construction License: Exp. Date: Home Improvement License: Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE: BOLDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund -0 Location ej . No. q�l- 1115 Date TOWN OF NORTH ANDOVER Certificate of Occupancy $- Building/Frame Permit Fee $ Foundation Permit Fee Other Permit Fee TOTAL $ 1*7� Check 4t 2 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed On Signature COMMENTS a CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes f Planning Board Decision: _ Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood FIRE DEPA `,_i ,. , TernpDurnp,�ster, �orj>Esite y _ ' . �no� �Street ., Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTFS and DATA — (For der)artment use) No ❑ Notified for pickup Call Email Date Time Contact Name _ Doc.Building Pennit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application �. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 < 0 o m c s -i 0 = a� 2 0 �,cm N CD N 0 (D 0 O 0QC C o_ o =r m ®� m W C_! �D N o Cl) r�•F N G, cD �v . CD = n MONO N ; CD > N 3 n o 0 CDov s CD M 0 Z -a -a cD OZoocccn :/" 4%�T; (Q= _• i71 0 � = 0fu F CD mQ- �� �� oN�. :t CD -� c CD � O �. �7R'I rt < CLC� _� �CD CL a n_ U co,Q 'fl = `< CD �,, r v, M r9 Vat 00 Do Vn O @ o y X10 .d C N- D —I o Do 'D QCD 't= " � CQ CD c / H O�. to •/ ..�. 'a Z c CID r= cn ._r CD O 70 c y C, C -�CDZ; �� CD -0 @ < 0 0 L CD aF p: fu 2pty C N WW T x T N .Z7 T x T n x T N T 3 O fD ID + .-r z O O 7 m n mD D(A Z 7 O p=q S > n 3 rD F) O p=q S m m 70 n r H m -4 0 7 O S C 3 W ) N m � 0 3 _S 7 O S C Q p 7S C r v z z m 0 O n �v 3' O Q n (D W D > v 0 m D III Clx The Commouivealth oflbMassachtrsetts FEZ Deparhnent ofhidustrialAccidents = Office of hivestigations 1 Congress Street, Sidle 100 Boston, AM 02114-2017 rvwrv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 1st Light Energy, Inc. Address:1 B69 Moffat Blvd. / 160 Riverview Ave Unit B City/State/Zip: tvlameca r vvannam vzm-jo i UL4o i Phom #:.CUy-bz4-55UU / ttil-bU5-900b Are you all employer? Check the appropriate boa: Type of project (required): 1.0 I am a employer with 130 4. E]I am a general contractor and [ b. ❑ New construction employees (full and/or part-time).* have hired the sub -contractors 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub -contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance required.) comp. insurance.: 5. ❑ We are a corporation and its 10.❑ Electrical repairs oradditions 3. ❑ 1 am a homeowner doing all work officers have exercised their 11.Q Plumbing repairs or additions myself o workers' Y CN comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no i3.I Other Solar PV employees. [No workers' comp, insurance required.] 'Any opplinnuhar checks bns g i must also rill out the section below showing (heir porkers' compatsation policy inromtal!on. t Homeowners who submit this affidavit indicating they are doing all work and Then hire outside contractors must submit a new of idavil indicating such. tConlractots that check this box must attached art additional sheet showing the name orthe sub-cunlructorswtd stale whether or not tlmsc enihics have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I ani an employer that is providing workers' compensation lnsnrance for my employees. Below is ilia policy autl job site information. Insurance Company Name: Travelers Policy # or Self -ins. Lic. #: 6HUB 68161043 Expiration Date:' -',9` 49 -,?015 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the3lA for insurance coverage verification. I do hereby Sienature: cf perjttry that the i oracatiarr provided abovr;rs trite and Official use oitly. Do not write in this area, to be completed Gv city or town offteial. 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 #: ACORa CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 10/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) 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 Pinnacle Brokers Insurance Solutions, LLC. 1330 North Broadway, Suite 204 Walnut Creek, CA 94596 CONTACT NAME: AICC. N Extl; 925-952-8680 AA/c No): 925-952-8681 E-MAIL ADDRESS: certs0pinnbrokers.com INSURERS AFFORDING COVERAGE NAIC # A www.pinnbrokers.com 0165808 INSURERA: Admiral Insurance Company 24856 INSURED 1st Light Energgy Inc. 1869 Moffat BfVd. INSURER B : Peerless Indemnity Insurance Company 18333 INSURER C : Travelers Property Casualty Company of America 25674 INSURER D: Manteca CA 95336 INSURER E: MED EXP (Any one person) $ 5,000 INSURER F: COVERAGES CERTIFICATE NUMBER: 22174003 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 LTR rypE OF INSURANCE ADDL BR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A �/ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR ✓ FEI-ECC-18308-01 11/1/2014 11/1/2015 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ 50.000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ✓ POLICY PRO- LOC GENERAL AGGREGATE $ 2,000,000 2,000,000JJECT $ OTHER: B AUTOMOBILE ✓ LIABILITY ANY AUTO BA8961756 BA8962156 11/1/2014 11/1/2014 11/1/2015OMBINEDcident)SINGLELIMIT 11/1/2015 $(Ea 1,000,000 BODILY INJURY (Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY er P (accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Peraccident $ A UMBRELLA LIAB �/ OCCUR FEI-EXS-18309-01 11/1/2014 11/1/2015 EACH OCCURRENCE $ 3,000000 ✓ EXCESS LIAB CLAIMS -MADE AGGREGATE $ 3,000,000 DED I I RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N I A ISTATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ C Business Personal Property 6602D68244A 11/1/2014 11/1/2015 Limit: $300,000 C Rented or Leased Equipment 6602D68244A 11/1/2014 11/1/2015 Limit: $10,000 - per item DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EVIDENCE OF COVERAGE ONLY I Q nVL_ucrc SAMPLE CERTIFICATE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE j�- Carl Canaparo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD CERA' NO.: 22;74903 CLIENT CODE: 1STLI-1 Mary Montserrat 10/10/2014 3:12:17 PM (PDT)Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. :_� Qa 'A " CERTIFICATE OF LIABILITY INSURANCE IDD/Y D/20/ RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED 6/20/4 2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) 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 CONT EACT Carol McFarland, CIC, CISR Winton Ireland Strom & Green PHONE (209) 529-3480 FACX.No (209)529-6963 A1 License# 0596517 'MRL ,cmcfarland@wintonireland.coln 1100 14th Street Suite C Modesto CA 95354 INSURERS AFFORDING COVERAGE NAIL INSURERA:State Compensation Ins. Fund EACH OCCURRENCE S INSURED lst Light Energy, Inc. INSURER B 1869 Moffat Blvd INSURERC: DAMAGE N INSURERO: INSURER E : Manteca CA 95336 rnvFraet_cc r•rr,Tll-I.,.T ....�.. INSURER F: RCYIaltJ1•I NUIYR31=11: 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 L7R TYPE OF INSURANCE AbM POLICY NUMBER MM/DDY EFF PfYYYYI WDDYfYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE N D -PREMISES Ea occurrence S MED EXP (Any one person) S CLAIMS -MADE OCCUR PERSONALS ADV INJURY S GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRO - PRODUCTS -COMP/OP AGG S S POLICY LOC AUTOMOBILE LIABILITY COMBINED SINGLE IT _JEa accident S ANY AUTO BODILY INJURY (Per person) S --- ALLOWNED SCHEDULED BODILY INJURY (Per accident) S AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE i' er accident S 5 UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS -MADE AGGREGATE 5 DED I I RETENTION S A WORKERS COMPENSATION S WC S7ATU- 07H - AND EMPLOYERS' UABILITY X I YIN ANY PROPRIETORIPARTNER/EXECII RIE OFFICEWMEMBER EXCLUDED? NIA E L EACH ACCIDENT $ 1,000,000 (Mandatory In NH) 906274014 6/2/2014 6/2/2015 If yes describe under E L DISEASE - EA EMPLOYE 5 N/A DESCRIPTION OF OPERATIONS below E L DISEASE - POLICY LIMIT 5 N/A DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) PG�TIGI/.A Tr IIYII e`e-� Evidence of Insurance ernon is /on4n,net SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE McFarland, CIC, CIS -- --"-- W Ia00-cUTUAGUKUL;UKVUKATIUN. All rights reserved. INSG25 rnninns m Tho er r)pn namo nnrt Inn^ zra roniefororl manta of ArnRn V, ELECTRICIANS ISSUES THE FOLLOWING LICENSE AS A REGISTERED MASTER ELECTRICIAN IST LIGHT ENERGY INC JAMES E SMALLY 33 SOUTH STREET FLOOR 3 FOXBORO MA 02035 20989 A 07/31/16 366544 C COMMONWEALTH OF MASSACHUSE S B ARD OF ELECTRICIANS ISSUES THE FOLLOWING LICENSE AS A REG JOURNEYMAN ELECTRICIAN121 2 JAMES E SMALLY i 4 i� 33 SOUTH STREET FLOOR 3 FOXBORO MA 02035 10216 B 07/31/16, 366545 Massachusetts - Department of Public Safety Board of Building Regulations and Standards CAlnstruition Suprrsis+rr I S: r Faniil% License: CSFA-106088 JAMES SMALLY ~ 33 SOU7T1 ST FU 3 j 5 P Foxboro MA 02035 -%�►^ —�-• " "' t Expiration COMMISSioner 12/29/2017 r -J �!' Y('[IJ11JrOJt[UPO(1/! nI � l �CfJJnC�J/J!'((J Ofricc of cousunier Aff.tirs & Business Regulation OME IMPROVEMENT CONTRACTOR l egistration: 172034 Type: 4 xpiration: 5/14/2016 Corporation IST LIGHT ENERGY, INC. JAMES SMALLY 1869 MOFFATT BLVD MANTECA, ca 95336 Undersecretary 9 EAH GQNSUI.:TINQ April 23, 2015 To: 1st Light Energy 1869 Moffat Blvd. Manteca, CA 95336 Subject: Structural Certification for Installation of Solar Panels Perry Residence 55 Blue Ridge Road North Andover, MA. 01845 To Whom It May Concern, EAH Structural Consulting 3E Kendall Court Bedford, MA 01730 PHONE 1.978.406.8921 Elaine@E.AHStructural.com A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property, the existing roof support structures were observed by the client's auditors as follows: The roof structure of (MP1) consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters @ 16"o.c., paired with nominal 2x10 ceiling joists @ 16"o.c.. The rafters have a max projected horizontal span of 15'-3", with a slope of 40 degrees. The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall. There are 2x8 collar ties @ 16"o.c. for structural stability. The existing roof framing system of (MP1) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48" o.c. with a staggered pattern to ensure proper distribution of loads. further certify that all applicable loads required by the codes and design criteria listed below were applied to the AEE SnapNRack solar rail system and analyzed. Furthermore, the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by AEE SnapNRack for the racking system and AEE for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes = Massachusetts Residential Code, 8th Edition, ASCE 7-05, and 2005 NDS • Roof Dead Load = 9 psf (MP1) • Roof Live Load = 20 psf • Wind Speed =100 mph, Exposure C • Ground Snow Load = 50 psf - Roof Snow Load = 35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, Elaine Huang, P.E. Project Engineer V1 OF Afq ELAINE MUANt; CIVIL No 49029 Perry Residence, North Andover 1 IJ i�] EAH CoNs yt.Tififra Gravity Loading Roof Snow Load Calculations pg = Ground Snow Load = 50 psf pf=0.7C,C,Ipg Ce = Exposure Factor = 1 C, = Thermal Factor = 1 1= Importance Factor = 1 pf = Flat Roof Snow Load = 35.0 psf ps = CSPf Cs = Slope Factor = 1 p$ = Sloped Roof Snow Load = 35.0 psf PV Dead Load = 4 psf (Per 1st Light Energy) Roof Dead Load (MPI) EAH Structural Consulting 35 Kendall Court Bedford, MA 01730 PHONE 1.978.406.8421 Elaine(PEAHStructural.com Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 Miscellaneous 0.10 Total Roof DL (MP1) 9.0 psf DL Adjusted to 40 Degree Slope 11.7 psf (ASCE7 - Eq 7-1) (ASCE7 - Table 7-2) (ASCE7 - Table 7-3) (ASCE7 - Eq 7-2) (Ceiling Not Vaulted) Perry Residence, North Andover 2 i EAH Structural Consulting 35 Kendall Court Bedford, Mh 01731 PHONE 1.978.406.3921 EAW GON'.3ULTlNQ Elaine CJEAHStructural.com Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 40 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 It Design Wind Pressure Calculations Wind Pressure P = qh*(G*Cp) qh = 0.00256 * Kz * Kzt * Kd * V"2 * I (Eq_6-15) Kz (Exposure Coefficient) = 0.9 (Table 6-3) Kzt (topographic factor) = 1 (Fig. 64) Kd (Wind Directionality Factor) = 0.85 (Table 64) V (Design Wind Speed) = 100 mph I Importance Factor = 1 (Table 6-1) qh = 19.58 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp = -0.90 -1.10 -1.10 0.85 (Fig. 6-11) Uplift Pressure = -17.63 psf -21.54 psf -21.54 psf 16.6 psf X Standoff Spacing = 4.00 4.00 4.00 Y Standoff Spacing = 2.75 2.75 2.75 Tributary Area = 11.00 11.00 11.00 Footing Uplift = -194 Ib •237 Ib -237 Ib Standoff Uplift Check Maximum Design Uplift = -237 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity > 237 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1- 5/16" dia Lag Number of Fasteners = 1 Embedment Depth = 2.5 Pullout Capacity Per Inch = 250 Ib Fastener Capacity = 625 Ib w/ F.S. of 1.5 = 417 Ib 417 Ib capacity > 237 Ib demand Therefore, OK Perry Residence, North Andover 3 1. EAW CON*.:tULTINQ Framing Check (MPI) EAHStructural Consulting 35 Kendall Court Bedford, MA 01731 PHONE 1.978.456.3921 Elaine(DEAHStructural.com PASS w = 68 plf Dead Load 11.7 psf PV Load 4.0 psf Snow Load 35.0 psf 2x10 Rafters @ —1 6W0—.c—. Governing Load Combo = DL + SL Member Span =15' - 3" Total Load 50.7 psf Member Properties Member Size S (in "3) 1(in "4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c. Check Bending Stress Fb (psi) = fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress =1272.9 psi Maximum Moment = (wL^2)/8 = 1967.04 ft# = 23604.5 in# Actual Bending Stress = (Maximum Moment) / S =1103.5 psi Allowed > Actual -- 86.7% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U180 (E =1400000 psi Per NDS) = 1.016 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5-WL^4) / (384-E-1) = 0.595 in = U308 > U180 Therefore OK Allowed Deflection (Live Load) _ Actual Deflection (Live Load) _ U240 0.762 in (5 -w -L^4) / (384-E-1) 0.411 in U446 > U240 Therefore OK Check Shear Member Area= 13.9 in^2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv - A = 1873 Ib Max Shear (V) = w - L / 2 = 516 Ib Allowed > Actual -- 27.6% Stressed -- Therefore, OK Perry Residence, North Andover 4 YL2b0P-29b YGE 0 YL255P-29b CELL SERIES YL250P-29b YL245P-29b YL240P-29b • Our signature product line is a top performer in every application, from rooftop systems to utility -scale power plants. SILVER FRAME _o K YING,LLAR =; U.S. Soccer Powered by Yingli Solar - High performance, multicrystalline solar cells deliver a module series efficiency of up to 15.9%, reducing installation costs and maximizing the kWh output per unit area. --Tight positive power tolerance of 0 / +3% ensures modules are delivered at or above rated power, improving system performance through the reduction of module mismatch loss. With proven experience in over 7 GW of projects worldwide, Yingli modules deliver reliable performance in residential, commercial, and utility -scale applications. Robust, corrosion resistant aluminum frame independently tested to withstand wind and snow loads of up to 2400Pa and 54001"a, respectively, ensuring mechanical stability. Independent labs certify that Yingli modules resist the highest levels of ammonia and salt mist, demonstrating their reliable performance in challenging environmental conditions. - Manufacturing facility certified by TUV Rheinland to the following standards: 1S09001 Quality Management System, ISO 14001 Environmental Management System, and BS OHSAS 18001 Occupational Health and Safety. I 1}Iryiryi�i� y UFia.� Leading limited power warranty* ensures 91.2% of rated power for 10 years, and 80.7% of rated power for 25 years. 10 -year limited product warranty. * In compliance with our warranty terms and conditions. 7 • r ,.LiI,MJ�.'�f f°7a�.�, � ��r1)[���� Ll,E�, 1���i1�1�C+�!jii1�4���1i; UL 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007,SA8000 C US LISTED (PHOTOVOLTAIC MODULE) 44DO YINGLISOLAR.COMNS I Yingli Americas A If you buy from Yingli Americas, Yingli LAmericas acts as the importer and complies with all applicable tariffs. Customers can buy MV from Yingli Americas with no worry that they _ will be liable for any import tariffs. YGE0 CELL SERIES Powered by YINGLI ELECTRICAL PERFORMANCE P_x W 189.7 186.0 182.4 178.7 175.1 Electrical parameters at Standard Test Conditions (STC) 27.4 27.2 27.0-26.8 0 GENERAL CHARACTERISTICS ISP Module type 6.79 YL260P-29b YL255P-29b YL250P-29b : YL245P-29b YL240P-29b Dimensions (L / W / H) 64.96in 0650mm) / 38.98in (990mm) / - 34.7 34.6 34.6 Short-circuit current lu A 7.35 7.28 1.57in (40mm) Power output Pm.. W 260 255 250 245_ 240 - Nominal operating cell temperature NOCT _-�-_ - Weight 40.8lbs (18.5kg) Power output tolerances APS.. % -0/+3 Temperature coefficient of V« 0- %/°C Module efficiency - qm k 15.9 15.6 - 15.3 15.0 14.7 ._ 0.05 Voltage at P_ VP V 30.3 30.0 - 29.8- 29.6 29.3 PACKAGING SPECIFICATIONS Current at Pm,. _ ISP ,..A _ 8.59 8.49 _ 8.39 8.28 8.18 Number of modules per pallet 26 A Open -circuit voltage ^ V_ V 37.7 37.7 37.6 37.5 - 37,5 Number of pallets per 40' container 28 Short-circuit current L. A 9.09 9.01 8.92 8.83 8.75 Packaging box dimensions 67.32in (1710mm) / 45.67in (1160mm) (L/W/H) /46.38in(1178mm) STC: 1000W/m' irradiance, 25°C cell temperature, AM 1.5g spectrum according to EN 60904-3 Box weight 1133lbs (514kg) Average relative efficiency reduction of 3.3% at 200W/M2 according to EN 60904-1 Units: inch (mm) Power output P_x W 189.7 186.0 182.4 178.7 175.1 Voltage at Pm..�--_- - -- VAP _ V 27.6 27.4 27.2 27.0-26.8 0 Current at Pm.. ISP A 6.87 6.79 6.71 - 6.62 6.54 a Open -circuit voltage V« V 34.8 34.8 34.7 34.6 34.6 Short-circuit current lu A 7.35 7.28 7.21 7.14 7.07 NOCT open -circuit operating cell temperature at 800W/m2 irradiance, 20°C ambient temperature, 1 m/s wind speed THERMAL CHARACTERISTICS Nominal operating cell temperature NOCT °C 46+/-2 Temperature coefficient of Pm.. y %/°C -0.42 Temperature coefficient of V« 0- %/°C -0.32 Temperature coefficient of I.. wa'. %/°C -` 0.05 Temperature coefficient of V.� 'ov- %/°C - J - .0.42 OPERATING CONDITIONS CONDITIONS Max. system voltage Max. series fuse rating - TLimiting reverse current Operating temperature range �V Max. hailstone impact (diameter / velocity) CONSTRUCTION MATERIALS Front cover (material / thickness) Cell (quantity / material / dimensions number of busbars) Encapsulant (material) Frame (material / color / edge sealing) Junction box (ingress protection rating) Cable (length / cross-sectional area) Connector (type / ingress protection rating) 600VDc or 1 OOOVDc --- N 15A -00 to 185°F (40 to 85°C) 25mm / 23m/s low -iron tempered glass / 3.2mm 60 / multicrystalline silicon / 156mm x 156mm / 2 or 3 ethylene vinyl acetate (EVA) anondized aluminum alloy / silver or black / silicone or tape s IP65 1100mm / 4mm2 MC4 or Amphenol H4 / z11`67 The specifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COMNS NYSE:YGE 0 Yingli Green Energy Holding Co. Ltd. ( YGE60CellSeries2013_EN_201309_V01 3.94 (100) / .47(12) r t � o I I v 1 in SECTION B -B I I r t , 1.26 (32) �& Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Our Partners YING Is LAR :o U.S. Soccer Powered by Yingli Solar