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Building Permit #581-14 - 65 BLUE RIDGE ROAD 2/10/2014
� NORTh q BUILDING PERMIT �•`�``� �o TOWN OF NORTH ANDOVER ° o APPLICATION FOR PLAN EXAMINATION l Permit N0: Date Received �9SS�CHUS Date Issued: �� 1 IMPORTANT: Applicant must complete all items on this page LOCATION I n _i IPdnt PROPERTY OWNER ►�al�.. Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes' no" Machine Shop Village yes .,-oto 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 Solar ❑Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Install solar panels on roof, as according to attached plans — Identification Please Type or Print Clearly) OWNER: Name: ,nn�C� 5rni�"S Phone: fig-(oil - 93�y Address: CONTRACTOR Name: Phone: 78 ,gg6-7347. 1st Light Energy Address: ISI 160 Riverview Ave Waltham MA 02453 Supervisor's Construction License: 102248 Exp. Date: 4/3/1.5 Home Improvement License: 172 034 Exp. Date: 5/14/14 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED ` COST- SED ON$125.00 PER S.F. Total Project Cost: $ f1 FEE: \ Check No.: Receipt No.: NOTE: Persons ontracing with unregistered contractors do not have ac ess t e uara fund Signature of Agent/Owner _ Signature of contractor TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page r LOCATION:_ Print PROPERTY OWNER Print ...,_ 100 Year Old Structure yes no MAP NO: 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 11 Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: _ Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING 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 guarantyfund Signaturee pf Agent/Ovyner Signature of contractor Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ Location�v I&VQ R<< No. t Date • - TOWN OF NORTH ANDOVER Y Certificate of Occupancy $� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 1 • •f Building Inspector Plans Submitted ❑ -.Plans Vi/aived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE_OF°.:SEWERAGE DISPD.SAL- Public Sewer ❑ Tanning/Massage/BodyArt ❑. . .Swimming Pools ❑ Well ❑ Tobacco.Sales ❑ -Food Packaging/Sales ❑ Private(septic tank,etc:_' permanent Dempster on Site ❑ THE.FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE:APPR_OVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS d Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW'TowO Engineer: Signature: Located 384 Osgood Street FIRE DEPARTM:FiVT - Temp Dumpster on site yes no Located-at 124 Mair Street: Fire Depar"tine►it,signatif a/date ' COMMENTS '` .-.-Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ .Total land area; sq. ft.: ELECTRICAL: Movement of Meter.location, trust or service drop requires approval of Electrical Inspector Yes No DANGERZONE LITERATURE: Yes No MGL-Chapter-166 Section 21A-F and G min.$100-$l000.fine NOTES and DATA— For department use I ® Notified for pickup - Date E I Doe.Building Permit Revised 2010 i Building Department The fold-3wing is-a-list of the required-forms to be filled out forthe appropriate.permit to.be obtained. Roofirg, Siding, Interior Rehabilitation Permits ❑ , B.(ailding 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 NOTE: 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/Crossection/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 NOTE: 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 ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: 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 apu%,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm-tted with the building application Doc: Doc.Buil,jing permit Revised 2012 XL_ ENI"own on over 1� o * h ver, Mass 1A;AqAC^n1 ' 261LI COCNICHIWICK y�. s U BOARD OF HEALTH PERMIT T Food/Kitchen LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR ............ NA!�... ..........!.... ........... ........ ....................... .. ........ . .... .... has permission to erect .......................... build' son �� �,�. 1. � .9wo ... Foundation cc Rough to be occupied as .........1 ....................:S; .�..... � ......l..`.�s -��...................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUI N ST TSRough Service h ' ................ ......... ............................... ....... . . ..... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations UW 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 1st Light Energy Address: 3224 McHenry Ave City/State/Zip: Modesto, CA 95350 Phone #.. 209-824-5500 Are you an employer?Check the appropriate box: Type of project(required): E14 4. I am a general contractor and I 1. I am a employer with ❑ 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees ees These sub-contractors have g. ❑Demolition workingfor in an capacity. employees and have workers Y P tY 9. E] Building addition [No workers' comp. insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.D OtherSolar PV comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Pinnacle Brokers Insurance Solutions, Inc Policy#or Self-ins.Lic.#: 9062740-13 Expiration Date: 6/18/14 Job Site Address: 65 Blue Ridge Rd 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 the DIA for insurance coverage verification. I do hereby ce Vi,under the 'ns andpenaltip of perjury that the information provided abovr is true an correct. Signature: Date: / �//6/ Phone#: 9& -605-9007f/ —7� Official use only. Do not write in this area,to be completed by city or town offzciaL 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#: ACC>R0CERTIFICATE�- 4F LIABILITY INSURANCE DATE(MMIDDYYYY) 11/1/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Pinnacle Brokers insurance Solutions, Inc. CONTACT NAME: 1330 North Broadway, Suite 204 PHONE rc No - 2-8 WC,No: 925--RU-46-8-1 Walnut Creek, CA 94596 E-MAIL_AODRESS: o1Jsn innbro e S C www.pINSURER(S)AFFORDING COVERAGE NAIC R nnbrokers.com OF27214 INSURER A: Admill al Insur ce C INSURED pmpany 24856 D INSURER B: Stale Cpmpensa 35 1st Light Energy, Inc. .� 1st Light Energgy Conservation, Inc. INSURER C: Evanston Insurance Camp __353Z8 1869 Moffat BfVd. INSURER D: TravelemPLojyrty Casualty Company of America 25674 Manteca CA 95336 INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER: 18248926 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 A L SUB POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDDNYY _I_(MM1bDfYYYYI LIMITS A GENERAL LIABILITY FEI-ECC-18308-00 11/1/2013 11/1/2014 EACH OCCURRENCE $ 2,000,00 COMMERCIAL GENERAL LIABILITY DAMAGERENTED PREMISES Ea occurrence $ 50,00, CLAIMS-MADE 1-1/1 OCCUR MED EXP(Any oneperson) $ 5,00, PERSONAL&ADV INJURY $ 2,000,001 GENERAL AGGREGATE $ 2,000,001 GEN'.AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,001 POLICY PRO El LOC A I AUTOMOBILE LIABILITY BA8961756 11/1/2013 11/1/2014 CEam IN�EDISINGLE LIMIT $ 1,000,0(N A / ANY AUTO BA8962156 11/1/2013 11/1/2014 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Par accident) g ✓ HIRED AUTOS NON SVJNED P.rr..1dentDAMAGE $ S $ A UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 3,000,00( FEI-EXS-18309-00 11/1/2013 11/1/2014 7 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 3,000,00( DED RETENTION$ $ $ $ B WORKERS COMPENSATION 9062740-13 6/18/2013 6/18/2014 TORYL TU' O� AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,00C OFFICERIMEMBEREXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE]$ 1,000,00( If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I S 1,000,00( C Addt'I Excess Policy XOBW454013 6/312013 1011/2014 Limit:$2,000,000 D Business Personal Property 6602D68244A 11/1/2013 11/1/2014 Limit:$300,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Carl Cana aro ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) the ACORD name and logo are registered marks of ACORD Massachusetts - department of Public Safety Board of Building Regulations and Standards Construction Supervisor I & 2 Family License: CSFA-102248 �. TIMOTHY J GROJI ' 9VILLAGE R Raynham MA 02167 �. ! 1 Expiration Commissioner 04/03/2015 �Ili e tfolmy?o-.1i toec(IMIr t F Office of Consumer Affairs and Business Regulation t 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home improvement Contractor Registration Registration: 172034 Type: Supplement Card 1 ST LIGHT ENERGY, INC. Expiration: 5/14/2014 TIMOTHY GROH 3224 MCHENRY AVENUE MODESTO, CA 95350 Update Andress and return card.Mark reason for change. SCA I C, lora >> Address Renewal Employment Lost Card a mn"re xrr,rn//�r� l�rtln� rr�r:h �,{)fiict of Consumer Affairs&Business Regulation License or registration valid for individul use only before the expiration date. if found return to: IMPROVEMENT CONTRACTOR P x 'Registratfon Office of Consumer Affairs and business Regulation 172034 Type °"' Ex (ration• 14 Park Plaza-Suitt 5170 P 5/1412014 Supplement Card Boston,NIA 02116 IST LIGHT ENERGY,INC TIMOTHY GROH 3224 MCHENRY AVENUE -- ✓ �/,,� 1 Tt� MODESTO,CA 95350 Undersecretary Not valid without signature ROOF MOUNTED PHOTOVOLTAIC SYSTEM g o ui a r, 4165 WATTS TOTAL SOLAR ARRAY: ROOF MOUNTED ' z W w 17 HANWHA SOLARONE HSL60P6-PB-4-245TW SOLAR MODULES c a m n F U? C VICINITY MAP O =Z, M A yl z } Ld It Z 212w OPS Z > � LLw Ei w Q W , w 4 � O O O z O �— Lo $\Je��dge.,pa o Cl � W200 U) (Dwm oo > � SEE DETAIL 1 &2 ¢ o m 3/4"FLEX IN ATTIC Z � Z rn M Lo m � O Z w Lu Z O ' I J Of \ ( H \ \ w Pine Ridge)?o, Cn C) M O Z = m Q z U) it Co z Q m Q w _ z D w � SITE PLAN \ DC DISCONNECT ON ROOF ? S.F.R. o 0 I of \ > SCALE: 1"=15'-0" O 011, 15' 30' -` �'r axr x O z `z w c0 Q Q' > zz z o zCD O Z z wa F Z co LL z a z ROOF CALCULATIONS l� R1:PROPOSED 17 HANWHA SOLARONE z Q O D O AREA OF ARRAY 1295.79 SQ.FT. HSL60P6-PB-4-245TW SOLAR MODULES MOUNTED TO TOTAL WEIGHT OF ARRAY 855.41 LBS. ASPHALT SHINGLE ROOF USING QUICKMOUNT PV E-MOUNT . AZIMUTH: 138°,ROOF PITCH: 32" Ep POUNDS PER SQ.FT. 2.89 LBS. I POUNDS PER MOUNT 28.51 LBS. \ ROOF EQUIPMENT SCHEDULE \ MODULE MANUFACTURER 017 HANWHA SOLAR(38.90"x 64.41") 41.89 LBS MOUNTING SYSTEM 030 TTI FLAT JACKS 1.250 LBS MOUNTING RAILS 010 SHALLOW RAILS 10.00 LBS 1 MOUNTING HARDWARE 026 PRO SOLAR MIDS .1375 LBS \ MOUNTING HARDWARE 016 PRO SOLAR ENDS .1375 LBS A 'V EAH'Structural Consulting i 35 Bendall Court Bedford, MA 01730 PHONE 1.978.406.8921 EAH CCiNOULTgNG Elaine@EAHStructural.com January 14, 2014 To: 1st Light Energy 1869 Moffat Blvd. Manteca,CA 95336 Subject: Structural Certification for Installation of Solar Panels Smits Residence 65 Blue Ridge Road North Andover,MA.01845 To Whom It May Concern, 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 as follows: The roof structure of(MPI)consists of composition shingle on roof plywood that is supported by nominal 2x8 rafters @ 16"o.c.,paired with nominal 2x8 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 14'-0", with a slope of 32 degrees.The rafters are connected at the ridge to a continuous 2x10 ridge board r hip rafters,and are supported at the eave by a load bearing wall. There are 2x4 collar ties @ 32"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. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Roof7rac 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 Roof7rac for the racking system and TTI 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=8 psf(MP1) • Roof Live Load=20 psf • Wind Speed= 100 mph, Exposure C • Ground Snow Load=50 psf - Roof Snow Load=31.5 psf Please contact me with any further questions or concerns regarding this project. Sincerely, o�y�Fp�1�OFM44ssgcti �• ELAINE A. p HUANG CIVIL Elaine Huang, P.E. �No.499290 Q Project Engineer NAL ENG Smit Residence, North Andover 1 v EAH,,Structural Consulting 35 Kendall Court Bedford, MA 031730 V-J I PHONE 1.978.406.8921 EAH CaNsuL`ritju Elaine@EAHStructural.c.om Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load= 50 psf pf=0.7 Ce Ct I pg (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 0.9 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=Flat Roof Snow Load= 31.5 psf pr,=Crpf (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 31.5 psf PV Dead Load=3 psf(Per 1st Light Energy) Roof Dead Load(MP1) Composition Shingle 2.00 Roof Plywood 3.00 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL(MP1) 8.0 psf DL Adjusted to 32 Degree Slope 9.4 psf Smit Residence, North Andover 2 M �1 EAR Structural Consulting j 35 Kendall Court ' Bedford, MA 01730 PHONE 1.978.406.8921 EAH GoNsuL.-rwa Elaine@EAHStructural.c,om Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 32 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft 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.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) 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 Smit Residence, North Andover 3 Y EAR Structural Consulting 35 Kendall Court Bedford, MA 01730 PHONE.1.978.405.8921 EAH GoNsuLTiwa Elaine@EAHStructural.com Framing Check (Mp1) PASS w=59plf Dead Load 9.4 psf PV Load 3.0 psf Snow Load 31.5 psf 2x8 Rafters @ 16"o.c. Governing Load Combo=DL+SL Member Span 14'-0" Total Load 43.9 psf Member Properties Member Size S(in"3) I(in A4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 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 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wL^2)/8 = 1435.16 ft# = 17221.9 in# Actual Bending Stress=(Maximum Moment)/S =1310.6 psi Allowed>Actual--94.4%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 0.933 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*I) = 0.760 in = U222 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.7 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.545 in U309 > L/240 Therefore OK Check Shear Member Area= 10.9 in12 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L/2 = 410 Ib Allowed>Actual--28%Stressed -- Therefore,OK Smit Residence, North Andover 4 V1 ,% C1 & ASSOCIATES Structural Engineers Ct.lini�T Professional War Products,Inc. 1551 S,Rase Ave.,Oxnord,CA 93033 Tei:80864700 Subject Static load test results for the following: Maximum Frame Maximum Frame toad Equivalent Wind Speed Mounting System Length*(in.) Width*(in.) Llhs/ft2) (mph)** Rooffrac,* 65 40 1, 55 135 TEST SEFUP(as shown in attached drawing detail):Three modules,as specified above,were bolted to 136"x1.5"x1.5" Prolbssionai Solar Products(PSP)patented RoofTrac"support rails using an assembly of 5/16"Stainless Steel(SS)bolts, SS lock washers and proprietary aluminum clamps and inserts.The RoofTrac*support rail was attached to the PSP RoofTrac" structural attachment device with a 3/8"SS nut and SS washer at six attachment points.The setup was attached to 2"x6" wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown in attached drawingdetail):The test set up was top loaded to 55 ib/ft2.The setup remained loaded for an approximate period of 34 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 55 lb/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RIwSai1LM. The maximum top load deflection was recorded at 0.469",with no permanent deformation. The maximum uplift deflection was recorded at 0.313",with no permanent deformation. This document certifies the RoofrraO mounting system used with modules,as specified above,withstands a 55 Ib/ft2 static pressure load,equivalent to a wind speed of approximately 135 mph**. The mounting system performed as expected. Sincarely, larnes R.Vinci,S.E. This engineering report verifies that Vinci&Associates has provided Independent observation for load testing as described in this report. The results of th +oad test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates s not field check installations or verify that the mounting system is installed as described in this engineering report. S*r To assist the building inspector in verifying the authenticity of this propnstary mounting system,a permanent adhesion, silver reflective"RoofTrace"label,as shown to the right,is placed on at least one of the main support rails or �� N permanently stamped with"professional Solar prod.Pat-#6,380,499."on the underside of rail. '>.rurtural attachment: Lag bolt attachmantshouid be installed using the proper pilot hole for optimum strength.A 5,1113'lap bolt requires a 3116"pilot hole,it is the responsibility of the installer to insure a proper attachment is made �o the structural member of the roof. Failure to securely attach to the roof structure may result in damage to I nquinment,personal injury or property damage. This office does not express an opinion as to the toad bearing characteristics of the structure the mounting system/modules are being installed on. D ry I.c accredited laboratory gated structural attachmants manufactiwed by Profess+oral Sctar Products ?including Fasviacr.Tile+raco,and FoamJack=)can be interchanged with this system. N rrlecic with local building department or AHJ for site specific requirements. •- ,• ' ., Exp. 2/ /13 *rutodules maasuring within stated specifications and tested to UU703,or equivalent.are Included tri this engineering. 2 roof -'ire loading values relative to defined fond values using wind load exposure(135 mph for 511 :;':'k- n ` ?itch or less,115 mph for greater than 5/12 roof pitch)and gust factor coefficient"exposure C"as rleflned to the 2009013C)12010(CLIA i **"Module tested:64.6"x 39.1"x 1.8"(shrp) ****Cst snow load rating o',30 lb/ft2 based on 1.6 safety factor Thousand Oaks, CA 9935 Page 1 of 3 RT-4 i---- 48" ___"'_—a 40" ' V f \ , t 48" 85" Module /trey 18 ftp each �Ima @«nq i� 2,9841bs r Total module(45 lbs ea.) ss pst and rail (10 lbs ea.)weight: 155 lbs Number of attachments: 5 ea Weight/attachment point: 26 lbs _ ' !°`" R� c° ,`� ' Area: 54 fe Distributed weight: 2.9 lbi ft` 5/16"Stainless Top Load Deflection: 0.469" Steel Hex bolt 2,984 Ibs `} 5/16"Stainless Steel / Lock Washer i.-� •�'" Aluminum ProSolar ��� T � rA��9''-�T � � �` �• ' inter-Module Clamp + In L l 1 q Aluminum ProSolar +' / I Up lift Deflection: 0.3'13 Channel Nut f '' i Aluminum ProSolar i' Roofrrac@ Support Rail E------` 3/8'Stainless Steel Hex 'f, cR II Balt and Flat Washer l Aluminum ProSolar patented +; t,;^r� r No. Fastiack@ Roof Attachment P. t �""-- 5116"Stainless Steel Lag Bolt and Fiat Washer `- i l "Lab tested structural attachments manufactured by Professional Solar Products RoofTrac"' (including FasUackv,TileTraca,and FoamJackO)can be interchanged with this system. Solar MOduleS Protessionaf Solar Products RoofTraa!* Patent#6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 RT-4 �-moi -� � ?�.� .... _ ���,,,{{{ ,�_ ..J�. �:��`•�, ..*.y I . Approx. 48" ` FastJack@ 2X bracket only to be used between two rows of i modules to maintain approx. - 43"upper to lower RoofTrac(V support rail spacing ! i Approx. ,rg- I }( ' XModule Area= V 18 ft2 each Fast,lack? 2X bracket Assembly side view Approx 20"max } ' �), � aa" overhang 5/16"Stainless Steel Hex bolt and slit lock washer Total module(45 Visa) i` Aluminum ProSolar and rail(10 wea.)weight: 310 lbs ' inter-Module Clamp Number of attachments: 9 ea Weight/attachment point: 35 /�lb, !F :1• Aluminum Pro-3olar 1 Channel Nut Area: �0 { ' ; Distributed weight: 2. / /Ib/ft2 11-1 Aluminum ProSolar / Roofl'rac®Support Rail 3/8"Stainless Steel / Hex Bolts and Flat / Washers - ► Aluminum ProSolar e ' — FastJack@ 2X Bracket (only used between two * E 1 r3 /13 rows of modules) Aiumiurn n ProSolar ; t Patented 2 pc FastJackib - � �.:�' a' Roof Attachment 5/16"Stainless Steel Lag � Bolt and Fiat Washer 1 t r � J J ab tested structural attachments manufactured by Professional Solar Products RoofTr=6 nrjkjd,ng FastiacO,TiieTract,and Foam.lack'rt can be interchanged with this system- Solar Modules t*Che=•k span suitability w4tli AHJ as necessary Static load test Pmi;3:stnnai Solar Products Roof rac Patenw 6,360,491 PhotovollAi.mounting system Page 3 of 3 RT-4 x✓ � S 0 1 r Five Key Features ') Guaranteed quality: 12 year product warranty, 25 year linear performance warranty* 2 Predictable output: Positive power sorting of Oto+5W 3 Innovation solutions:UL certified up to 1000V for optimized system designs q Robust design:certified to withstand up to 4000 Pa wind load and up to 7000 Pa snow load** 5 Tariff free: High performance Taiwan cells *Please refer to Hanwha Solar Product Warranty for details ** Please refer to Hanwha Solar Module Installation Guide Quality and Environmental Certificates About Hanwha Solar ■ ISO 9001 quality standards and ISO 14001 environmental standards Hanwha Solar is a vertically integrated manufacturer of photovoltaic . OHSAS 18001 occupational health and safety standards modules designed to meet the needs of the global energy consumer. ■ UL 1703 600V and 1000V certification . High reliability,guaranteed quality,and excellent cost-efficiency due ■ CEC listed to vertically integrated production and control of the supply chain ■ Optimization of product performance and manufacturing processes Uthrough a strong commitment to research and development C �,', us ■ Global presence throughout Europe,North America and Asia, LISTED Listed offering regional technical and sales support j Hanwha Solar HSL 60 1 Poly UL Electrical Characteristics Nomenclature Electrical Characteristics at Standard Test Conditions(STC) eg.HSL606-1313-0-245TW ' 235 W 240 W 245 W 250 W 255 W HSL60P6 -PB (P,na Maximum Power x) 235 W 240 W 245 W 250 W 255W T Open Circuit Voltage(Voj 36.8V 37.1V 37.2V 37.4V 37.5V Code Certification Code Frame/Backsheet 0 600V(UL) T Silver/White Short Circuit Current(lu) 8.65 A 8.75 A 8.80 A 8.89 A 8.95 A 4 1000V(UL) TW Black/White Voltage at Maximum Power(Vh pp) 29.1 V 29.5 V 29.7 V 30.0 V 30.1 V TB Black/Black Current at Maximum Power(Impp) 8.08 A 8.14 A 8.25 A 8.34 A 8.48 A xxx represents the power class Module Efficiency(%) 14.5% 14.8% 15.2% 15.5% 15.8% Performance at Low Irradiance: P_,V_IS„V,,pp,and I,,,pptested at STC defined as irradiance of 1000 W/m2 at AM 1.5 solar spectrum and temperature 25±2'C. The typical relative change in module Module power class have positive power 5orting:0 to+5W.Electrical Characteristics:measurement tolerance of±345. efficiency at an Irradiance of 200 W/m2 Electrical Characteristics at Normal Operating Cell Temperature(NOCT) in relation to 1000 W/m2(both at 25°Cand AM 1.5 spectrum)is less than 5%. 235 W 240 W 245 W 250W 255 W Maximum Power(Pm.) 170 W 174 W 178W 181 W 185 W Various Irradiance Levels Open Circuit Voltage(V°j 34.2 V 34.5 V 34.6 V 34.8 V 34.9 V -� Short Circuit Current(1.) 6.98 A 707A 7.11 A 7.18 A 7.23 A Voltage at Maximum Power(Vmpp) 26.3 V 26.7 V 26.9 V 27.1 V 27.2V a Current at Maximum Power(Impp) 6.47 A 6.52 A 6.62 A 6.68 A 6.81 A ;m Module Efficiency(%) 13.1% _ 13.5% 13.8% 14.0% 14.3% P,„x,V ,I,,V pp,and I,,,pp tested at NOCT defined as irradiance of 800 W/m2;wind speed 1 m/s. ° m Electrical Characteristics:measurement tolerance of±3%. Temperature Characteristics Maximum Ratings Basic Design Normal Operating Cell Maximum System Voltage 600 V or 1000 V(UL) see - -- Temperature(NOCT) 45°C+/-3°C Series Fuse Rating 15 A 936 Temperature Coefficients of P -0.43%/°C Series fusee aar as Temperature Coefficients ofV -0.32%/°C_ Maximum Reverse Current rating multiplied Temperature Coefficients of I +0.05%/'C by 1.35 caw. C" Mechanical Characteristics Gm dft hobs Dimensions 1636 mm x 988 mm x 40 mm 400.5 Weight 19±0.5kg F A,°" Frame Aluminum alloy,available in silver or black finish noumsv slab Front Tempered glass 85x11.5 Encapsulant EVA A A Back Cover White or black back sheet Cell Technology Polycrystalline(Taiwan) 51I Cell Size 156 mm x 156 mm(6 in x6 in) Number of Cells(Pieces) 60(6 x 10) - 1 BACK VIEW Junction Box Protection class IP67 with bypass-diode _ Output Cables Solar cable:4 mm2;length 1000 mm Connector Amphenol H4 p Mounting holes Drainage holes System Design Packaging and Storage Operating Temperature -40°C to 85°C Storage Temperature -40°C to 85°C Hail Safety Impact Velocity 25 mm at 23 m/s' Packaging Configuration 24 pieces per pallet O'�cky a Fire Safety Classification Class C Loading Capacity (IEC 61730) 672 pieces __ 35 Static Load Wind/Snow 4000Pa/7000Pa (40 ft.HQ Container) Grounding holes sA� Hanwha Solar DHanwha SolarOne Co.,Ltd.Specifications are subject to change without notice,Release;2013-03-01 CONDENSED SINGLE LINE DIAGRAM o 4165 WATTS TOTAL SOLAR ARRAY: ROOF MOUNTED uj , m �' 17 HANWHA SOLARONE HSL60P6-PB-4-245TW SOLAR MODULES w W W a n 9 m ~ ? O o Z v LLI—t ' Z O N W Lu LLJ� LL: W 4 w ¢ H 3 8 5: 1 2 6 7 0 5 -i UL U) w 04 L1 L2N 0 �2co 0 52rj rn INTEGRATED INTEGRATED < C:) V DC DISCONNECT AC DISCONNECT MAIN CB \ t 0 F 200A, 2P\ l 0 STRING#1 + + + 9 MODULES IN SERIES SOURCE-CIRCUIT i - -- «-- - MPPn r' O -✓ -0'[ o- ... -^�-mo--- Li ,-L -------°+•e. + L2 .r^�,.._...��.-... L2 L2 L2 _....r" ._. _x, � 14 MPPT2 25A, 2P -�,-- N N IN N N Q o STRING#2 -- c c -- -- ----- - c ----- ------- -------------- -- -- ----- - —) � � 0000 8 MODULES IN SERIES SOURCE-CIRCUIT I U) C9w rn D 0 'USE WEER CLIPS TO BOND PV I � � > � MODULES TO PRO-SOLAR RAIL t�_ __ LOGIC LX LY I ¢ W OPERATING CURRENT(IPMAX)'.8.25A X 2 X 1.25=20.63 AMPS i O ¢ rn OPERATING VOLTAGE(VPMAX):29.7V X 9(MAX)X 1.25=334.13 VOLTS cr m = MAX SYSTEM VOLTAGE(VOC):37.2V X 9(MAX)X 1.13=378.32 VOLTS 2 3 3 4 Lo I-- SHORT CIRCUIT CURRENT(ISC):8.80 X 2 X 1.56=27.46 AMPS i O Z *RELOCATE BREAKER#19 TO SLOT#40 TO MAKE ROOM FOR LY d 2-POLE SOLAR BREAKER rn SPS RELAY Q EXTERNAL POWER SOCKET WITH SWITCH 0 H C:)O > M O Z = m ¢ Z ¢ m w = w z w O > w Cr W � O Z ¢ O Z = J m CO Of ¢ . ._._—... o O Z Z VOLTAGE CORRECTION FACTOR Zco _..-- o LL a ° 6j 0 CONDUIT AND CONDUCTOR SCHEDULEO r [-0.31 X(- 17°17-21 +1 =1.13VDC SIZE AWG NUMBER OF CONDUIT CONDUIT o 100 Z z 100 TAG CONDUCTOR TYPE&CALCULATIONa j OR kcmil CONDUCTORS TYPE SIZE Z = O 0 O EQUIPMENT SCHEDULE USE-2 or PV WIRE ❑X #10 AWG 2 N/A N/A 1 BARE COPPER EQ.GRD.COND.(EGC.) #10 AWG 1 N/A N/A TAG DESCRIPTION BRAND NOTES 8.25A X 1.56=12.87A 1 SOLAR PHOTOVOLTAIC MODULE HANWHA SOLAR HSL60P6-PB-4-245TW THWN-2 ❑X or PV WIRE ❑ #10 AWG 2 EMT/FLEX 3/4" of 2 PV ARRAY 17 MODULES SEE DIAGRAM 2 EQUIPMENT GROUND #10 AWG 1 3 DC DISCONNECT N/A 60OV, 13A MINIMUM,4-POLE(LOCATED ON ROOF) 8.25A X 1.56= 12.87A 4 DC/AC INVERTER SMA SUNNY BOY 4000TL-US THWN-2 ❑X or THHN ❑ or RHHW-2 ❑ #10 AWG 2 EMT/PVC 3/4" 5 GENERATION METER MILBANK U7487-RL-TG METER SOCKET FOR SUNRUN PRODUCTION METER 3 EQUIPMENT GROUND #8 AWG 1 6 AC DISCONNECT SQUARE D 30A,LOCKABLE,KNIFE BLADE,AC DISCONNECT 4000/240=16.67A X 1.25=20.83A 7 SERVICE PANEL MURRAY 200A MAIN SERVICE PANEL W/200A MAIN BREAKER THWN-2 ❑X or THHN ❑ or RHHW-2 ❑ #10 AWG 2 EMT/PVC 3/4" 8 SOLAR BREAKER MURRAY 25A BACKFEED BREAKER 4 EQUIPMENT GROUND #8 AWG 1 9 UTILITY METER NATIONAL GRID METER#75529877 4000/240=16.67A X 1.25=20.83A PHOTOVOLTAIC SYSTEM DETAILS co o 4165 WATTS TOTAL SOLAR ARRAY: ROOF MOUNTED < W LLJ 17 HANWHA SOLARONE HSL60P6-PB-4-245TW SOLAR MODULES a � Lo REQUIRED SIGNAGE: DETAIL 1: DETAIL 3: F- 1 2 2014 NEC CODE,ARTICLE 690 LOCATION OF INVERTER&SUNRUN STANDOFF SECTION z j (' C-4 0 *LABELS TO BE BAKE LITE RED WITH WHITE LETTERS — u) } AND TO BE BOLTED OR RIVETED IN PLACE METER IN GARAGE } = 0_ W � O) U' LABEL: 1Q (LOCATED ON MAIN SERVICE PANEL)OT.1 TO DETAIL 2 TO ARRAY / \ Z O N W / w ¢ `"z \ W < � LL W TPV MODULE ON ROOF o SMA S84000TL I-' Q C7 WARNING TWO POWER SOURCES! / \ = w = to _j I ECOND SOURCE IS PHOTOVOLTAIC SYSTEM O � PRO-SOLAR RAIL _5 W � 4 U) � ; o LABEL: 20 QT2 METER O O QUICK MOUNT PV E-MOUNT\ o w o w m DUAL POWER SUPPLY . . . .4.45"ABOVE ROOF \ Z Q H PHOTOVOLTAIC AC DISCONNECT OPERATING CURRENT 16.67 AMPS OPERATING VOLTAGE 240 VOLTS ® I 3/4"EMT ul LABEL: 30 QT.1 � O PHOTOVOLTAIC DC DISCONNECT RAFTER I U) 0 ¢ OPERATING CURRENT 20.63 AMPS ~ W OPERATING VOLTAGE 334.13 VOLTS 3/4"EMT \ co (D W MAX SYSTEM VOLTAGE 378.32 VOLTS 00 w ap SHORT CIRCUIT CURRENT 27.46 AMPS 5116"x 6"HANGER BOLT ¢ D_ 0 Z f) Z rZ LABEL: ® QT2 32°ROOF PITCH < m = , WARNING-ELECTRIC SHOCK HAZARD \ / o DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDE / w Z MAY BE ENERGIZED IN OPEN POSITION DETAIL 2: DETAIL 3: \ LABEL: QT.1 Q LOCATION OF EXISTING UTILITY METER&AC LOCATION OF MAIN SERVICE DISCONNECT OUTSIDE PANEL IN BASEMENT WARNING-ELECTRIC SHOCK HAZARD co IF A GROUND FAULT IS INDICATED J J THEN THE NORMALLY GROUNDED CONDUCTORSU-00 0 I- MAY BE ENERGIZED AND UNGROUNDED CD O � M o z LABEL: © (LOCATED ON INVERTER AND J-BOX)QT.2 > cn ` OAC Q ¢ m o WARNING DISC. ELECTRIC SHOCK HAZARD.THE DC UTILITY O O CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM 0o 0 ARE UNGROUNDED AND MAY BE ENERGIZED METER TO DETAIL 1 Z O - w LABEL: 70 QTA MAIN 0 0 0 FUTILITY DISCONNECT SERVICE z¢ PANEL _ 0 z w c°' 5 o Of ¢ LABEL: ® QT.1 a z WARNING Z o Z ¢ F- a C/)LC a NATIONAL GRID UTILITY METER IS ENERGIZED g 0 Z BY TWO SOURCES ¢ F ¢ m K a F- 0 j (EVERY 10'ON RACEWAYS) CAUTION!SOLAR CIRCUIT C tu .Q J H � � � �►® BU RNDY® Wiley Products Company and Mounting System Compatibility List Effective Date:July 01,2013 THIS LIST IS FOR PRELIMINARY COMPATIBILITY ONLY.PLEASE SEE WILEY'S WEBSITE WWW.WE-LLC.COM TO FIND INSTRUCTION MANUALS FOR PROPER INSTALLATION Company Mounting System WEEB Catalog# Lug Splice Advanced Solar Products Solstice Mounting System WEEB-ASR WEEB-LUG-6.7 WEEB-BNDJMP6.7 T6 Groundmount WEEB-ATF WEEB-LUG-6.7 WEEB-BNDJMP6.7 AET-Applied Energy Technologies T6 Pitched Roof Mount WEEB-ATF WEEB-LUG-15.8 (2)WEEB-LUG-15.8 Rayport'"G WEEB-WMC WEEB-LUG-6.7 All Earth Renewables All Sun Rail System WEEB-9.5 WEEB-LUG-8.0 WEEB-BNDJMP8.0 Converter Mounting System WEEB-9.5 AMPT Brackets 21000000-1,21000000-2 AMPT Converter w/Unirac Solar Mount WEEB-DMC AMPT Brackets 21000000-1,21000000-2 Converter w/Schletter S Series Rail WEEB-11.5 AMPT Brackets 21000000-1,21000000-2 AP Alternatives AP Alternatives WEEB-UIR WEEB-LUG-6.7 WEEB-BNDJMP6.7 Array Technologies Inc DuraTrack HZ SolarTracker/Wattsun Micro MW WEEB-ADC Horizontal Beam Tracker WEEB-ADR CertainTeed Avancis PowerMax°Photovoltaic Modules WEEB-CCR WEEB-LUG-15.8 (2)WEEB-LUG-15.8 Clenergy PV-eZRackPV Mounting Systems WEEB-CMC WEEB-LUG-15.8 (2)WEEB-LUG-15.8 PV-eZRack Solar Terrace WEEB-CMC WEEB-LUG-6.7 See Manual SolarGiant III WEEB-CSG WEEB-LUG-6.7 See Manual w/Electriwedge SunTo WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 Conergy SolarLinea S WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 SolarLinea D WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 SunTop Trapez WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 Cooper B-Line Arista Monolithic PV mounting system WEEB-WMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 CORE Construction Galvanized Z-Purlin System WEEB-11.5 WEEB-LUG-6.7 Cosma/Magna Cosma PV Racking System WEEB-DPF WEEB-LUG-8.0 WEEB-DSK516 Daetwyler Modu-Rack WEEB-UIR WEEB-LUG-6.7 Ground Mount WEEB-9.5 WEEB-LUG-6.7 WEEB-BNDJMP6.7 WEEB-9.5NL WEEB-DMC Multi-Pole Mount WEEB-11.5 WEEB-LUG-6.7 WEEB-9.5NL Top-of-Pole Mount WEEB-9.5 WEEB-LUG-6.7 WEEB-9.5NL WEEB-9.5 Power-Fab CRS WEEB-11.5 WEEB-LUG-8.0 WEEB-DPF DP&W WEEB-WMC Power Grid WEEB-DPF WEEB-LUG-8.0 WEEB-WMC Power Rail WEEB-DMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 Power Peak TM PV Mounting System WEEB-DPR WEEB-LUG-8.0 WEEB-BNDJMP8.0 Power Rail P6/P8 WEEB-DPF WEEB-LUG-8.0 See Manual Power Rail P14 WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 P6/CRS Hybrid System WEEB-DHF WEEB-LUG-8.0 WEEB-BNDJMP8.0 WEEB-11.5 LD and MD Mounting Rails WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 Ecolibrium Solar Ecofoot2 WEEB-DSK 516 WEEB-LUG-6.7 EnergieBau LORENZSOLO WEEB-ECR WEEB-LUG-15.8 I (2)WEEB-LUG-15.8 Enphase Energy Microinverter System-depends on rail Call for Availability ERCAM HHL12 Dual-Axis Tracker WEEB-UIR WEEB-LUG-6.7 -- US: 1-800-346-4715 www.we-lic.com (HUBBELL) Canada: 1-800-387-6487 Company Mounting System WEEK Catalog# Lug Splice D-Dome WEEB-KMC WEEK-LUG-6.7 WEEB-KMC Everest Solar Systems S-Dome WEEB-KMC WEER-LUG-6.7 WEEB-KMC XPressRail WEEB-KMC WEER-LUG-6.7 WEEB-KMC CrossRail 36 WEEB-KMC WEEB-LUG-8.0 (2)WEEB-LUG-8.0 CrossRail48 WEEB-KMC WEEB-LUG-8.0 (2)WEEB-LUG-8.0 GE Gen-II Solar Rack WEEB-9.5 WEEB-LUG-6.7 WEEB-BNDJMP6.7 Gestamp Solar Single-Axis Tracker HA-SS1E WEEB-DMC WEEB-LUG-6.7 HatiCon Solar HatiCon Solar WEEB-CCR WEEB-LUG-15.8 (2)WEEB-LUG-15.8 HES-Home Energy Solutions Fast Rack WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 HB Solar SCIROCCO WEEB-JJR WEEB-LUG-8.0 WEEB-BNDJMP8.0 IronRidge Ballasted Roof Mount System WEEB-UMC WEEB-LUG-6.7 IronRidge XRL WEEB-DMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 XRS WEEB-DMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 JAC Products JacRack WEEBAJR WEEB-LUG-8.0 WEEB-BNDJMP8.0 K2 Systems K2 Systems WEEB-KMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 Kinetic Solar K-Rack WEEB-KSR WEEB-LUG-6.7 WEEB-BNDJMP6.7 Lumos Powermount Racking system WEEB-UMC' WEEB-LUG-6.7 WEEB-BNDJMP6.7 Mage Solar Mage Solar Mounting System WEEB-CCR WEEB-LUG-15.8 (2)WEEB-LUG-15.8 Alpha WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 Sigma I WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 Mounting Systems Sigma 11 WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 Lambda WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 Tau WEEB-CMC WEEB-LUG-8.2 WEEB-BNDJMP8.2 NCP NCP Solar Mounting System WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 NorthGrid NorthGrid Solar Mounting System WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 Orion ORI-R Rail mounting system WEEB-OCR WEEB-LUG-8.2 (2)WEEB-LUG-8.2 Polar Racking PolaRail Mounting System WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 Ponchatrain Mechanical PMC Solar Galvanized Purlin mounting system WEEB-DMC WEEB-LUG-6.7 PowerStrut PowerStrut Mounting System WEEB-WMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 Professional Solar Products Roof7rac/GroundTrac/SolarWedge WEEB-PMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 ProtekPark Solar ProtekParkSolar-dependsonclampand WEEB-DMC1 Module WEEB-UMC WEEB LUG 6.7 WEEB BNDIMP6.7 Axone Single-Axis Tracker WEEB-DSK516 WEEB-LUG-6.7 PV Hardware Utility Max Fixed-Tilt Ground Mount WEEB-DSK516 WEEB-LUG-6.7 PV Racking PV Racking Roof Mount WEEB-11.5 WEEB-LUG-6.7 WEEB-BNDJMP6.7 R&R Solar ProStrut Mounting System WEEB-RPR WEEB-LUG-6.7 WEEB-BNDJMP6.7 Ground Mount/Bottom Mount WEEB-11.5(5/16") WEEB-LUG-6.7 WEEB-BNDJMP6.7 RBI Solar WEEB-UIR(1/4") Landfill PV Mounting System WEEB-11.5 WEEB-LUG-8.0 WEEB-BNDJMP8.0 WEEB-UIR WEEB-LUG-6.7 WEEB-BNDJMP6.7 Renusol VS Racking System WEEB-CCR WEEB-LUG-8.0 WEEB-BNDJMP8.0 S:FLEX S:FLEX Mounting System WEEB-CCR WEEB-LUG-15.8 (2)WEEB-LUG-15.8 Eco05 with Middle Clamp WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 Solo05 with Middle Clamp WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 Schletter Prof105 with Middle Clamp WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 ProfiPlus05 with Middle Clamp WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 Schuco ezFlatRoof 2.0/ezGroundMount 2.0 WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 SchuffSteel OPTIRACK WEEB-DPF WEEB-LUG-6.7 SilverBack Solar SilverBack Solar WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 SnapNRack PV Mounting System WEEB-PMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 SolarCity CRS Purlin WEEB-UIR WEEB-LUG-6.7 Standard Rail WEEB-SAR WEEB-LUG-6.7 WEEB-BNDJMP6.7 Solar Foundations Solar Foundations WEEB-DMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 Solar Liberty Dynoraxx WEEB-SSF WEEB-LUG-6.7 Sunpark-AE-Solar Carport WEEB-DPF WEEB-LUG-8.0 Sunfix Roof Mount WEEB-DPF WEEB-LUG-8.0 WEEB-BNDJMP8.0 SolarWorld Sunfix Ground Mount WEEB-DPF WEEB-LUG-6.7 (2)WEEB-LUG-6.7 WEEB-PMC Suntracsingle-axis tracker WEEB-DPFWEEB-PMC WEEB-LUG-8.0 US: 1-800-346-4715 www.we-llc.com (HUBBELL) Canada: 1-800-387-6487 Company Mounting System WEEB Catalog# Lug Splice Sollega InstaRack(galvanized strut) WEEB-WMC WEEB-LUG-6.7 InstaRack WEEB-11.5 WEEB-LUG-6.7 Galvanized Steel Panel Rails WEEB-WMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 SPG Solar SunSeeker All Weather Single-Axis Tracker WEEB-9.5NL WEEB-LUG-6.7 SunSeeker 3.2 Single Axis Tracker WEEB-UIR(A") GAR3904-BUTN WEEB-DSK516(5/16") CompRail PV Racking WEEB-SCR WEEB-LUG-6.7 WEEB-BNDJMP6.7 SunEarth Solar Strut Employing PV-Clamp OnlWEEB-SSR WEEB-LUG-6.7 WEEB-BNDJMP6.7 Solar Strut Employing CR-Clamp Only WEEB-SSR WEEB-LUG-6.7 WEEB-BNDJMP6.7 SunEdison A90 Single Axis Tracker WEEB-CMC WEEB-LUG-8.2 (2)WEEB-LUG-8.2 Sunmodo Ez Helio WEEB-UMC' WEEB-LUG-6.7 WEEB-BNDJMP6.7 Sunora Energy Solutions Sunora Frame WEEB-ATF WEEB-LUG-6.7 -- Terrafix Solarpark Terrafix SolarPark WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 TerraSmart TerraFarm WEEB-UIR WEEB-LUG-6.7 WEEB-BNDJMP6.7 T.R.A.-Mage Tegra WEEB-SMC-2 WEEB-LUG-8.0 WEEB-BNDJMP8.0 TTI-Thompson Technology TTI WEEB-WMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 Industries ISYS Roof Mount(IRM) WEEB-UIR WEEB-LUG-6.7 ISYS Ground Mount Steel(GMS) WEEB-UIR WEEB-LUG-6.7 Univac ISYS Ground Mount Tracker(GMT) WEEB-UIR WEEB-LUG-6.7 SolarMount WEEB-UMC' WEEB-LUG-6.7 WEEB-BNDJMP6.7 SolarMountw/Sanyo Low Lip module frames WEEB-DMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 SolarMount-I w/boxed module frames WEEB-UGC-2 WEEB-LUG-6.7 WEEB-BNDJMP6.7 Unistrut Unistrut Mounting System WEEB-WMC WEEB-LUG-6.7 WEEB-BNDJMP6.7 Worth Canada Worth Canada Mounting System WEEB-CCR +WEEB-LUG-15.8 (2)WEEB-LUG-15.8 Zilla Zilla(Bottom Mount only) WEEB-11.5 1 A WEEB-UMC can only be used in applications with module frames that have a"boxed"cross-section. Note: 1. Refer to installation manuals for compatibility and details-http://www.we-llc.com/inst-man.htmi 2. Please contact BURNDY with any questions:1.800.346.4175 or visit www.we-llc.com 3. New solutions are always in development.Please call for an updated list. 4. BURNDY is not responsible for any misuse of WEEBs. Please follow installation manuals and use proper installation techniques. U5: 1-800-346-4715 www.we-lic.com (HUBBELL) Canada: 1-800-387-6487 3 ""Y 3000:T.-; S / 4.000"' US / 500O T S e A rl� 1 . W u R i E x vah��a wit n zq. Certified Innovative Powerful Flexible • UL 1741 and 1699B compliant • Secure Power Supply provides •97.2%maximum efficiency •Two MPP trackers provide • Integrated AFCI meets the require- daytime power in case of •Wide input voltage range numerous design options ments of NEC 2011 690.11 grid outage •Shade management with OptiTrac • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 4000TL-US / 5000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/4000TL-US/5000TL-US represents the next step in performance for UL certified inverters. Its tronsformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage.High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. t , 3� < R�. ITOW r A NEW GENERATION OF INNOVATION THE NEW SUNNY BOY TL- Transformerless design Increased energy production US RESIDENTIAL SERIES HAS The Sunny Boy 3000TL-US / 4000TL-US OptiTrac'm Global Peak, SMA's shade- YET AGAIN REDEFINED THE / 5000TL-US are transformerless inverters, tolerant MPP tracking algorithm, quickly CATEGORY. which means owners and installers benefit adjusts to changes in solar irradiation, from high efficiency and lower weight. A which mitigates the effects of shade and wide input voltage range also means the results in higher total power output. And, inverters will produce high amounts of power with two MPP trackers,the TL-US series can under a number of conditions. ably handle complex roofs with multiple orientations or string lengths. Additionally, transformerless inverters have been shown to be among the safest string An extended operating temperature range inverters on the market.An industry first,the of -40 °F to +140 °F ensures power is TL-US series has been tested to UL 1741 and produced in all types of climates and for UL1699B and is in compliance with the arc longer periods of time than with most fault requirements of NEC 2011. traditional string inverters. Secure Power Supply Leading monitoring and control solutions One of many unique features of the TL-US residential series is its innovative Secure The new TL-US residential line features Power Supply ability. With most grid-tied more than high performance and a large inverters,when the grid goes down,so does graphic display.The monitoring and control the solar-powered home. SMA's solution options provide users with an outstanding provides daytime energy to a dedicated degree of flexibility. Integrated Zigbeeo, power outlet during prolonged grid outages, a wireless communications standard often providing homeowners with access to power used for home energy management, and as long as the sun shines. numerous wired options allows for a highly controllable inverter and one that can be Simple installation monitored on Sunny Portal from anywhere on the planet via an Internet connection. As a transformerless inverter, the TL-US Whether communicating through Zigbeeo, residential series is lighter in weight than RS485,or SMA's new wired, plug-and-play it's transformer-based counterparts, which WebConnect, installers can find an optimal makes lifting and transporting the new solution to their monitoring needs. inverter easier than before. A new wall mounting plate features anti-theft security and makes hanging the inverter quick and easy.A simplified DC wiring concept allows the DC Disconnect to be used as a wire raceway,saving labor and materials. ON ON More efficient Shade management Easier 40. Broad temperature range Secure Power Supply flexible communications Technical data Sunny Boy 3000TL-US Sunny Boy 4000TL-US Sunny Boy 5000TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.DC power(@ cos p=1) 3200 W 4200 W 5300 W Max.DC voltage 600 V 600 V 600 V MPP voltage range 175-480 V 175-480 V 175-480 V Min.DC voltage/start voltage 125/150 V 125/150 V 125/150 V Max.input current/per MPP tracker 18 A/15 A 24 A/15 A 30 A/15 A Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power 3000 W 4000 W 4550 W 5000 W Max.AC apparent power 3000 VA 4000 VA 4550 VA 5000 VA Nominal AC voltage/adjustable 208 V/• 240 V/• 208 V/• 240V/• 208 V/• 240 V/• AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz Max.output current 15A 20A 22A _ Power factor(cos y) 1 1 1 Output phases/line connections 1/2 1/2 1/2 Harmonics <4% <4% <4% Efficiency Max.efficiency 96.8% 97.1% 96.8% 97.2% 96.8% 97.1 CEC efficiency 96% 96.5% 96% 96.5% 96% 96.5% o Protection devices DC disconnection device • DC reverse-polarity protection • Ground fault monitoring/Grid monitoring •/• _ AC short circuit protection • All-pole sensitive residual current monitoring unit • 3 Arc fault circuit interrupter(AFCI)compliant to UL 1699B • Protection class/overvoltage category I/IV General data Dimensions(W/H/D)in mm(in) 490/519/185 (19.3/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0) _ Weight/DC Disconnect weight 24 kg (53 Ib)/3.5 kg (8 Ib) Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3.5 kg (8 Ib) 3 Operating temperature range -40*C...+60°C (-40*F...+140°F) Noise emission(typical) 5 25 dB(A) <25 dB(A) <29 dB(A) Internal consumption at night <1 W <1 W <1 W Topology Transformerless Transformerless Transformerless = Cooling concept Convection Convection Convection Electronics protection rating NEMA 31? NEMA 3R NEMA 3R Features 3 Secure Power Supply • • • a Display:graphic • • • Interfaces:RS485/Webconnect O/O O/O O/O - Interface:ZigBee O O O _ Warranty:10/15/20 years •/O/O •/O/O •/O/O Certificates and permits(more available on request) UL 1741,UL 1998,UL 1699B,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22.2 107.1-1 `> NOTE:US inverters ship with gray lids Type designation SB 3000TL-US-22 SB 4000TL-US-22 SB 5000TL-US-22 - a f --------------------------------I Efficiency curve SUNNY BOY 5000TL-US j-------------------------------; Accessories 98 Speedwire/Webconnect RS485 interface - 96 interlace DM485C&US-10 .. SWDM-US-10 92 (• "' 97 o Fan kit w90 w ! FANKIT02-10 N 95 ' 88 ... Eta IV„-175 V) 2 j o Eta IV,-400 V) ,. pp�0 Eta Iv--480 V) & 175 V„„M 480 �¢ 86 S; o 0.0 0.2 0.4 0.6 0.8 1.0 1; i •Standard feature O Optional feature -Not available -----------------------------_-._Output power--Rated power --- ----------------------------------------------------------- Data at nominal conditions Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC Certificate of Compliance Certificate Number 20130614-E210376 Page 1 of 1 Report Reference E210376,2013 June 14th,Vol. 1,Sec. 13&Vol.26,Sec.2 Issue Date 2013 June 14th Underwriters L laboratories Inc.-t Issued to: SMA SOLAR TECHNOLOGY AG SONNENALLEEI 34266 NIESTETAL,GERMANY This is to certifj'that Static Inverters and Converters for Use in Independent Power Systems & re,p esentative samples of complementary Listed, integral Type 1 Photovoltaic DC Arc-Fault Circuit Interrupter Protection. Model Descriptions: Models STP24000TL-US-10,STP20000TL-US-10, STP15000TL-US-10,and STP12000TL-US-10. Permanently-connected,utility Interactive,three-phase, inverter. Additionally included are complementary Listed, integral Type I Photovoltaic DC Arc- Fault Circuit Interrupter Protection for STP24000TL-US-10, STP20000TL-US-10, STP I5000TL-US-10 and STP 12000TL-US-10 model inverters. Have been investigated by Underwriters Laboratories Inc.®in accordance with � the Mandard(s) indicated on this Certificate. Standards)for Safety: - Inverters,Converters and Controllers for Use in Independent Power Systems,UL 1741, Second Edition dated January 28th,2010, including the Certification Requirement Decision dated April 26, 2010, for the evaluation of transformerless/non-Isolated EPS interactive PV inverters with PV array P compliance inputs in with article 690.35 of the NEC. Additional Standard Evaluated to: -General Use Power Supplies,CAN/CSA C22.2 No. 107.1-1; - Software in Programmable Components, UL 1998, Second Edition; -IEEE 1547-2003 /IEEE 1547.1-2005 -IEEE 62.41.2, IEEE 37.90.1,and IEEE C37.90.2 -The Standard for Photovoltaic DC Arc-fault Circuit Protection UL Subject 1699B. Additional Information: See UL On-line Certification Directory at www.ul.com for additional information. Only those products bearing the UL Listing Mark for the US and Canada should be considered as being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US and Canada. The UL Listing Mark for the US and Canada generally includes: the tit, in a circle symbol with "C" and "US" identifiers: C&us the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier)as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product William R.Carney Director,North American Certification Programs Underwriters Laboratories Inc. Any information and documentation involving UL Mark services are provided on behalf of Underwriters Laboratories Inc.(UL)or any authorized licensee of UL. For questions,please contact a local UL Customer Service Representative at http://www.ul.com/global/eng/pages/corporate/contactus/ = APLOED HATERO °,LAS o ENGONEERON89 ONC . 980 41st Street Tel: (510) 420-8190 Oakland, CA 94608 FAX: (510) 420-8186 e-mail: info@appmateng.com May 22, 2009 Revised Pages 10& 11 on 12/13/2011 for Editorial Changes Only Mr. Stewart Wentworth Project Number 108443C QUICK MOUNT PV ICC-ES FILE#08-09-16 936 Detroit Avenue, Suite D Concord, CA 94518-2539 Subject: Quick Mount PV Load Testing ICC-ES AC 13 &ASTM D 1761 Dear Mr. Wentworth: As requested, Applied Materials &Engineering, Inc. (AME) has completed load-testing Quick Mount PV system anchors for shear and tensile strength. The purpose of our testing was to evaluate the tensile and shear load capacity of the Quick Mount PV system in a high density(Douglas Fir) and a low density wood (Cedar). SAMPLE DESCRIPTION Twelve (12) 12"x12" samples with 2-1/4" X 3-1/8" Unirac Angle were delivered to our laboratory on April 26, 2009; six each for Douglas Fir and Cedar. A copy of the installation instructions is provided in Appendix A. Typical sample photo is provided in Appendix B. PROCEDURES & RESULTS Since an acceptance criterion (AC)has not been developed for this product,the samples were tested under the direction of Mr. Yamil Moya, P.E. with ICC-ES, and in general accordance with applicable procedures outlined in ASTM D 1761 and AC 13. a. Tensile Strength Three samples each of the two types of wood were tested for tensile strength on April 28, 2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the Unirac Angle at a displacement rate 0.1 inches per minute without shock until failure. Detailed results are provided in Table 1. Based on these results, the average tensile strength of the hanger bolt in Douglas Fir and Cedar wood species were determined to be 2554 lbf and 1355 lbf, respectively. APPLOED O�IG^Q4C 030QL� I Uv1C�O�1C�C G O�1C9 00�� Page 1 of 11 Mr. Stuart Wentworth Project Number 108443C QUICK MOUNT PV Quick Mount PV Load Testing May 22, 2009 b. Shear Strength Three samples each of the two types of wood were tested for shear strength on May 12, 2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load was applied to Unirac Angle at a displacement rate 0.1 inches per minute without shock until failure. Detailed results are provided in Table Il. Based on these results,the average shear strength of the hanger bolt in Douglas Fir and Cedar wood species were determined to be 2203 lbf and 1957 lbf,respectively. Photographs illustrating typical setups are provided in Appendix C. If you have any questions regarding the above,please do not hesitate to call the undersigned. Respectfully Submitted, APPLIED MATERIALS &ENGINEERING,INC. Reviewed By: �pFESSIpN , cc No.955 4' amm rkl.aiyaz w e ajir an, Ph.D., P.E. aboratory Manager * �' $ ci OF C ACCREDITED AFFLOED G G^Qir G°3fl�L� C[<u11C 0�C G°3GaC�,� 1� Page 2of11 TABLE I QUICK MOUNT PV- 5/16"X6" HANGER(LAG)BOLT WITH 2-1/4" X 3-1/8" UNIRAC ANGLE TENSILE LOAD TEST RESULTS PROJECT NUMBER 108443C SAMPLE ID WOOD SPECIES ULTIMATE LOAD FAILURE MODE IN TENSION LBF T-1 Douglas Fir 2660 Lag bolt pulled out T-2 Douglas Fir 2567 Lag bolt pulled out T-3 Douglas Fir 2434 Lag bolt pulled out Average ... 2554 ... T-4 Cedar 1323 Lag bolt pulled out T-5 Cedar 1309 Lag bolt pulled out T-6 Cedar 1433 Lag bolt pulled out Average 1355 QG°P�L�OCD(�1Q�'CG�3�Qd��C��1C�OG�CC�p0I��9���o Page 3 of 11 TABLE II QUICK MOUNT PV-5/16"X6" HANGER(LAG) BOLT WITH 2-1/4" X 3-1/8" UNIRAC ANGLE SHEAR LOAD TEST RESULTS PROJECT NUMBER 108443C SAMPLE ID WOOD SPECIES ULTIMATE LOAD FAILURE MODE IN SHEAR LBF S- 1 Douglas Fir 2351 Bent lag bolt S-2 Douglas Fir 2012 Bent lag bolt S-3 Douglas Fir 2245 Bent lag bolt Average ... 2203 S-4 Cedar 2060 Bent lag bolt S-5 Cedar 1907 Bent lag bolt S-6 Cedar 1903 Bent lag bolt Average ... 1957 Page 4 of 11 C� Th: INSTALLATION (510) 652-6686 INSTRUCTIONS Moul ifwww.quickmountpv.com TOOLS NEEDED e4� s y, Measuring tape, roofers . � �` •' �' �;�-y� '.�' � � �� flat bar, chalk line, stud S. SLIDE QUICK MOUNT finder, caulking gun with INTO PLACE roofing sealant, drill with ` Lift comp the and slide '/a" long bit, drill with '/z" , g Quick Mount into place. deep socket. 1. LOCATE RAFTER �g_ ' Using horizontal and vertical chalk lines to align hole for placement._ of each Quick Mount »- `' � 6. SET HANGER BOLT, SEALING WASHER& Y NUTy� s NUT 2. DRILL PILOT HOLE /a" � � ;° iFLAT WASHER �' z� Using drill with /z"deep Using drill with deep socket, set sealing long bit, drill pilot hole v through roof and rafter, j -° BLACK GASKET , washer with rubber side taking care to drill '% down,then nut, and square to the roof. NUT tighten into place. SEALING WASHER ply HANGER BOLT 7.ADD RUBBER ' > QUICK MOUNT ` f ° GASKET FLASHING `, Push black gasket into `�. "" place flush with top of r" AND BLOCK--- r t , n Quick Mount block. 3. LIFT TILE Lift composition roof tile with roofers flat bar,just above placement of Quick ,w , - , 8. SECURE RACK INTO Mount. t - PLACE, WITH FLAT WASHER&NUT .r. 4. SEAL HOLE Using � . Using drill with 1/2"deep caulking gun with roofing xx ; socket, set up rack over bolt, sealant squeeze a dab of '' �`' ' `'° q � �, 4,. ," with flat washer, then nut, roofing sealant into hole. and tighten into place. PATENT PENDING 03.2008[InAalQnst.7 0uick Moun SPECIFICATION SHEET Quick Mount PV TM is an all-in-one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units,satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not needing to cut away any roofing, will out live galvanized 2 to 1, and is a better low-profile mount. ---"" (2) ,�_____ _--- Hex Nuts Flat Washer (B) 1"x 5/16 — __ 5/16" Rubber Gasket 60 Durometer EPDM Sealing Washer (A) 3/4"x 5/16" Hanger Bolt 5/16"x 6" 1-1/2" Machine, 1-1/2"Spacer, 3" Lag Mount& Flashing Aluminum Mount 2-1/4"1 x 1-1/4"w x 1-1/4"h Flashing .05"thick. - � For standard composition roofs: flashing is 12" x 12", mount is attached 3"off center. For shake roofs: flashing is 18"x 18", mount is attached 6"off center. Patent Pending Note: Mount is cast aluminum Page 8 of 11 QUICK MOUNT PV TENSION TEST SETUP AME PROJECT 108843C Tensile Load,P ;t •': : Cast Aluminum Unirac Test Wood Block Angle HATERULO AC A1C ODIC[ GIOG�C p Qf�G�o Page 10 of 11 QUICK MOUNT PV SHEAR TEST SETUP AME PROJECT 108843C Shear Load,P i v4 ^ean 1 h i •� �� Cast Aluminum Block Unirac Angle Test Wood Distance in inches from the flashing where the centerline of the point load is located is 2.75" QG°PPUED HG^Q4GR0GMLS A EMONEEMNO9 M Page 11 of 11 Ike Advancing Renewable Technology WEEBWasher, Electrical Equipment Bond The WEEB line of products is designed to bond solar PV modules to mounting structures and create an electrical path to ground. WEEBs eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used in installations. The innovative WEEB design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To install, WEEBs are placed between PV modules and mounting rails at clamping points or at bolted connections. When anti-seize is applied and the hardware is tightened down to the appropriate torque spec, the WEEBs' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. s • Material: 304 stainless steel • Listed to ANSI-UL 467 by Intertek ETL for use in Canada and the USA • Maximum electrical equipment ground conductor size when used with 2 WEEBs contacting each module in an assembly: 6 AWG • Outdoor rated Solar Module Frame Solar Module Frame WEEB DPF WEEB 9.5 Mounting Rail Mounting Rail Contact us at: 845.247.4708 www.we-llc.com • s 0s ( �'x , ER ' 9' 3 1 Ile+ ; Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken Tile � � 1 e Q IN' Y A USTER bWFlexible Ruo1 T14 AdhesivefSea(arf ROOF TILE I SHINGLES 1 SHEET METAL I FLASHING I VENTS I GUTTERS I TRIM I NEW CONSTRUCTION I REPAIRSSwum, T �1rrNip,Evftm wnacoo Roofs are on the front line in preventing water intrusion lo. High-Grade Polyurethane Formulation OnF& c&sesmeAs and are subjected to the most extreme wind and weather &S 110. Permanently Secures Roof Tile conditions.To prevent roof damage and leaks, an adhesive/ ► Non-Shrinking,Permanently Flexible n t sealant must be a standout performer. RainBuster 850 &carr Ultra-Flexible Roof Tile Adhesive/Sealant is specified by ► UV Resistant;Flexes to Prevent Broken Tiles leading builders and trusted by quality-minded contractors ►Withstands Extreme Wind,and Foot Traffic to prevent roof leaks. Unlike traditional roofing cements ►Seals Roofing Joints including Flashing and mastics, RainBuster 850 offers a high-grade polyurethane ►Withstands Extreme Weather&Temperature formulation, permanent flexibility and powerful adhesion. ► Non-Sag to Prevent Tile Slip When used as a roof tile adhesive, RainBuster 850 shines ►Adheres to Damp Surfaces as it flexes with hurricane force wind uplift,foot traffic,and ► Paintable(See Painting Section) `{ seismic activity to prevent broken tiles. When applied to ► Non-Flammable flashing, vents and gutters, RainBuster 850 permanently ►VOC,CARB,and AQMD Compliant seals joints to effectively divert water away from the home. ►Lifetime Warranty The Ultimate Roof Tile Adhesive/Sealant OVER25YEARs I " A A A A A "IN" Ultra Flexible Roof Tile PROyF�. OVER 25 Yu- BUSTER Adhesive/Sealant S Field Proven to Prevent Roof Leaks DESCR►Pr►ON TILE-TO-TILE BONDING RainBuster 850 Ultra-Flexible Roof Tile Adhesive/Sealant h RainBuster 850 is ideal for adhering roof tile-to- is he tois the high quality standard in the prevention of roof .ti. tile in valley,ridge,hip,rake and general roof tile leaks.Its technologically advanced polyurethane formu- 5=, installation. Secures cut tiles when mechanical lation has been specifically designed to provide roofing ` fasteners cannot be used.RainBuster 850 provides application solutions. RainBuster 850 performs equally „"'yd additional protection against wind uplift,seismic well when used as a tile adhesive or as a sealant on activity, and tile damage. Prevents tile chatter. flashing,vents,and other roof penetrations. RainBuster 4 i8*`"° RainBuster 850 seals nail entry points created 850 is ideal for specifying as a multi-use roofing adhe- � � °Y� f ,;;" during tile installation.RainBuster 850 flexes to sive/sealant. It is ideal for both new construction and ., = stay bonded and prevent broken tile and roof leaks. repairs. FLASHING LAP JOINTS *l� RainBuster 850 is ideal for sealing varied lap joints PACKAGING SHELF L►FE&STORAGE where two lengths of flashing meet such as in valleys. RainBuster 850 Ultra-Flexible Roof Tile Adhesive/ *� RainBuster 850 flexes to maintain a permanently Sealant is available in standard 300 ml cartridges a ' bonded watertight seal.For best results, apply a (packaged 24 per case) and 592 ml sausage tubes ! continuous 1/2" bead to both the inside and (packaged 12 per case).The shelf life is 12 months. l . .; outside of the joint.Tool the outside joint bead Store in a cool, dry place below 80°F for maximum ^ as necessary (see application and tooling sec- Shelf life. �— t:: tions). Available in the multiple calors and t AVA►LAB/LITYAND COST paintable(see painting section). i ROOF-TO-WALL FLASHINGS RainBuster 850 Ultra-Flexible Roof Tile Adhesive/ RainBuster 850 is ideal for use where flashing Sealant is competitively priced and widely available. terminates at walls and chimneys.RainBuster 850 Please contact Top Industrial,Inc.at 800-473-1617 or �` 1 provides outstanding adhesion to both metal and see www.topindustrial.com for a supplier nearest you. common exterior wall surfaces. RainBuster 850 flexes to maintain a watertight seal. For best AUTHORIZATIONS ~ ,� results, apply a continuous 1/2" bead to both Meets or exceeds: the inside and outside of the joint.Tool the out- ASTM C920 Type S,Grade NS,Class 35,use NT,A and M side joint bead as necessary (see application and tooling sections).Available in the multiple colors Federal Specification TT-S-00230C(COM-NBS) and paintable(see painting section). Type II,Class A I VENTS AND CHIMNEY CAPS Canadian Specification CAN/CGSB-19,13-M87 it RainBuster 850 seals joints in vents,chimney caps and other roofing envelope penetrations.Also secures ENVIRONMENTALLY FRIENDLY vent structures to underlying bases.RainBuster 850 flexes to maintain a watertight seal.For best results, • Qualifies for LEED Credit from U.S.Green Building apply a continuous 1/2"bead to both the inside Council:l pt EQ Credit 4.13 and outside of the joint. Tool the outside joint • Qualifies for NAHB Green Build Credits: bead as necessary(see application and tooling 5 pts Global Impact Credit 7.1.3 yy • VOC Compliant under AQMD and CARB 44k sections). Available in the multiple colors and paintable(see painting section). LIFETIME WARRANTY Guys:Seals seams in gutters,gutter assemblies,and downspouts. Top Industrial warrants this adhesive to perform as CamposNwRoof SlYegkw Adheres shingles and supplements mechanical fasteners. described on its package and associated data sheet for Slg*hts,Permanently seals seams and fastener entry holes. a period of 100 years from the date of purchase.See next page for further warranty details. RVA',Supplements mechanical fasteners and seals seams.Can significantly reduce vibration noise. UndaOynwnt Seals tears in felt and undedayment.Bridge entire tear and tool as necessary. Wet Sufwe Leak RepskAdheres to to damp surfaces.Remove standing water prior to application. •• Industrial, 15010 91405800-473-1617 9 www.topindustrial.com i i APPLICATION:Easy to apply with conventional caulking equipment.Application temperature range:20F—120F.If application air temperatures are below 40F,con- dition product at 70F prior to using for best results.Cut tip at a 45-degree angle.Location of cut will determine desired bead thickness.Puncture seal.Apply sealant to joint. Typically,minimum 3/8"-1/2"beads should be used for proper bonding and sealing.Fill joints in continuous beads from deepest point and avoid overlapping of sealant to prevent air entrapment.Adhesive/sealant should wet the joint wall surfaces.With lap joints,apply adhesive/sealant to both inside and outside of joint for best results. Adhesive/sealant provides 1-3 hour working time before skinning.Adhesive/sealant cures with exposure to normal atmospheric moisture with full cure in 1-3 days depending on humidity.May be used on damp surfaces;take steps to remove standing water.For best results,use opened cartridges and sausages the same day. APPROPRIATE SURFACES:RainBuster 850 MAINTENANCE: No maintenance should • When used with asphalt-based self- is appropriate for use in new construction be needed. If adhesive/sealant becomes adhered flashings,user must determine and repairs on a wide range of common damaged,remove damaged portion.Clean suitability through field pretest.See"Use roofing materials including concrete, clay, surfaces in damaged area,and repair with With Asphalt"section for detailed slate, composition, fiber-cement, asphalt fresh RainBuster 850. limitations. saturated shingles,masonry,mortar,metals Do not cure in presence of curing including galvanized, aluminum, and PRIMING PRIOR TO APPLICATION: silicone sealants.This may interfere copper, underlayment and felts, plastics Generally, priming is not required. If with RainBuster 850's curing process. including PVC,vinyl,fiberglass,nails,and adhesion pretest is unacceptable,consult • Avoid sealant contact with solvent wood. Top Industrial for recommendations. cleaners during cure.This may interfere with RainBuster 850's curing process. PREPARATION:For best adhesion results, APPLICATION OVER GLAZED, PRE- surfaces should be clean, and free from PAINTED, OR PRE-PRIMED SURFACES: PRECAUTION: Combustible vapor. dirt, dust, oils, release agents, standing Glazed, pre-painted and pre-primed Uncured sealant may cause allergic skin water,old sealants,or other contaminants. surfaces typically do not have the adhesive reaction and eye,skin and respiratory tract Dust and loose particles should be blown quality or flexibility of RainBuster 850 irritation. Keep away from sparks and off surfaces. adhesive/sealant.Lack of adhesive/sealant flame.Avoid contact with eyes,skin and contact with raw substrate may inhibit clothing. Avoid prolonged exposure to FIELD PRETEST:Due to the varied nature ability to maintain bond and seal. Glaze, vapors.Use only with adequate ventilation. of construction substrates, field-test paint or primer may pull away from raw Wear protective clothing during handling. adhesive/sealant on actual surfaces prior substrate with joint movement. Wash thoroughly after handling.KEEP OUT to beginning work.User must determine if OF REACH OF CHILDREN. See material results including adhesion are acceptable. USE WITH ASPHALT BASED SELF- safety data sheet before use(contact Top ADHERED FLASHING(A.K.A.SBS modi- Industrial or distributor). . . TOOLING:If required,tooling is recommended fied asphalt & bituminous material): e d within 20 minutes after application.Tooling When used appropriately,RainBuster 850 FOR CONSTRUCTION AND INDUSTRIAL should be done in one continuous stroke. can be used successfully with asphalt- USE BY QUALIFIED CRAFTSMAN. Techniques using solvents or soaps are not based flashings. Unlimited contact is recommended. If masking, remove tape acceptable between adhesive/sealant FIRST AID: If inhaled,remove to fresh air. immediately after tooling. and the permanent polyethylene/plastic- If breathing is difficult,give oxygen and call ��I ] c(� based facer side of self-adhered asphalt a physician. In case of contact with Y ER CLEAN UP: Clean hands safely with flashings.Steps must be taken to minimize uncured sealant, immediately flush eyes RainBuster Top Towels (citrus wipes). contact with the adhesive side of asphalt with water for at least 15 minutes and Y. �{tths•lrc1�=° +. Mineral spirits and other commercial flashings. Plasticizers in adhesive/sealant wash skin with soap and water after using 'raw,, 0 solvents such as xylene, toluene, or may accelerate the normal moistening and RainBusterTop Towels(citrus wipes).Call afAe'PIW tdB methyl ethyl ketone(MEK)may be used softening of asphalt that occurs with heat. physician if irritation persists.See material AwwlhE,*WW WWWO to clean up excess smears and tools.The Do not apply adhesive/sealant directly to safety data sheet for more detail. f*left ascvsrraeA use of solvents may be hazardous to your adhesive asphalt side of flashing. Do not V health.Keep away from open flame and apply adhesive side of asphalt flashing LIFETIME WARRANTY DETAILS: Top use in well-ventilated area. Follow directly over adhesive/sealant. Remove Industrial,Inc.warrants this sealant/adhe- PWMX 1%N solvent manufacturer's instructions, excess sealant prior to application of sive to perform as described on its pack- tauv RWGW Cured adhesive/sealant is difficult to adhesive asphalt side of flashing. User age and associated data sheet for a period remove and must be done so by abrasion must determine suitability through field of 100 years from the date of purchase. or other mechanical means. pretest. Consult Top Industrial for further Upon proof of purchase, Top Industrial's information. sole liability,expressed or implied,shall be PAINTING OVER RAINBUSTER 850: For to replace sealant/adhesive proven defec- best results,apply paint over RainBuster LIMITATIONS: Suitability for each intended tive and is limited to the stated selling 850 adhesive/sealant 72 hours after use must be determined by the user using price. This warranty is not transferable application. High quality 100% acrylic the information found in this data sheet and from the original purchaser. In no event paints and primers are recommended. an application pretest. shall Top Industrial be liable for conse- Many roofing specific spray paints are quential or incidental damages, resulting acceptable. Avoid the use of oil base • Not for use over standing surface water from the use of its sealant products. paints as they may exhibit a slow/non- or surface frost. curing condition when in contact with • Not designed to replace use of adhesive/sealant. Paint when weather mechanical fasteners. and temperature conditions meet paint • Not for use where subjected to constant manufacturer requirements.Field pre-test water immersion. „ for suitability of paint and painting • When painted,user must determine process is required. Contractor must paint suitability.See"Painting"section for determine suitability. Consult Top detailed limitations. Industrial for further information. •• Industrial, 15010 91405800-473-1617 www.topindustrial.com i I d The Ultimate Roof Tile R Adhesive/ IN BUSTER ,BUSTER e�aan Sealant =..ry Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken Tile ROOF TILE I SHINGLES I SHEET METAL I FLASHING I VENTS I GUTTERS I TRIM I NEW CONSTRUCTION I REPAIRS AVAILABLE COLORS PHYSICAL PROPERIIES Skin Time..........................................................1-3 hours Cure Time......................... ......1-3 days ............................ %Solids.......................................................96%to 99% Paintable.........................................Yes— See limitations ri �:.., Sag or Slump...........................................................None e = . Clean-Up Coral Terra Cotta Tan Gray(Stone) Brown Black Shrinkage....................................................................Nil (Bronze) Chalking or Crazing......................................................Nil TYPICAL PERFORMANCE CHARACTERISTICS After 7 days cure at 77 deg.F and 50%RH Hardness(Shore A).................................32 ASTM D 2240 300 ML CARTRIDGES Tensile Strength......................Up to 250 psi ASTM D 412 APPROXIMATE LINEAR FEET PER CARTRIDGE Elongation.........................................1400%ASTM D 412 BEAD WIDTH,INCHES Adhesion in Peel..................................................>33 piw 1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1" ...........................................T-S-00230C/ASTM C 794 .. 1/8" 49.6 33.1 24.8 20.0 16.5 14.2 12.4 Stain&Color Change................................................None W W TT-S-0023OC/ASTM C 510 o x 1/4" 24.8 20.0 12.4 10.0 8.3 7.1 6.2 """""""'"' o Ozone Resistance...............................................Excellent m3/8" — 11.0 8.3 6.6 5.5 4.7 4.1 Joint Movement Capability......................................±35% 1/2" — — 6.2 5.0 4.1 3.5 3.1 ASTM C719,73°F cure/73°F cycling UV Resistance........................Excellent-ASTM C 793-75 Water Resistance................................................Excellent 013MBUM or f For more than 25 years, TRUSTED \Top Industrial's RainBuster RAINBUSTER brand has been trusted to prevent leaks in the building QUALITY envelope and squeaks in floor structures.Today that trust runs deep-RainBuster is specified by the nation's leading builders and trusted by scores of a respected contractors. The reason for the trust is simple... RainBuster products and services outperform =o Made m other brands in preventing leak and squeak the vSA related call-backs. A b ¢o •• Industrial, 15010 91405800-473-1617 •• • •