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8 OBER ST - BUILDING INSPECTION (2) � �� :, The Commonwealth of Massachusetts \�� r. /��g Board of Building Regulations and Standards S EM ��j Massachusetts State Building Code,780 CMR J "' . Revised Mar 20/1 � � ` Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Fami(y Dwelling This Section For Official Use Only Building Pemiit Number: Date A ied: � � y� la�,� ' BuildingO�cial(PrintName) Signature Date SECTION 1:SITE INFORMATION , 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers . 8 Ober Street �5 0146 1.1 a Is this an accep[ed s[reet?yes X no Map Number Parcel Number 13 Zoning Infarmadon: 1.4 Property Dimensions: - , � R1 residence-no change Zoning District Pmposed Use Lot Area(sq tt) Frontage(fl) 1.5 Building Setbacks(ft) n/a � � Front Yard � Side Yards Rear Yard - Required � Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone In(ormation: 1.8 Sewage Disposal System: li Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑ � ' Check if yes0 � SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner of Record: Sheila Billin s 9 Salem, MA 01970 I, Name(Print) Ciry,State,ZIP � 8 Ober Street 978-744-7759 sheilafbillings@gmail.com i . No.and Street � Telephone Email Address ��. SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply) New Conslruc[ion❑ Existing Building❑ Owneo-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addi[ion ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other f� Specify: solar , Brief Description of Proposed WorkZ: Installation of a�4kW roof mounted solar array using 16 Canadian Solar CS6P-250P modules, 16 Enphase M215-60-2LL-S22 micro inverters, and all associated electrical work. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: O�cial Use Only Labor and Ma[erials 1.Building � $ 4,000 1. Building Pemiit Fee:$ Indica[e how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ 14,000 ❑Tofal Project Cos�(Item 6)x mu(tiplier x . � � 3.Plumbing � $ 2. O[her Fees: $ , . 4.Mechanical (HVAC) $ List 5.Mechanical (Fire $ Su ression Total All Fees: $ Check No. Check Amounh Cash Amount: 6.Total Projeet Cosf: $ 18,000 ❑paid in Full ❑Outstanding Balance Due: M�k�� q� ,b SECTION 5: CONSTRUCTION SERVICES . ` 5.1 Construction Supervisor License(CSL) 102054 10/6l14 Michael Rotondo License Number Expiration Date Name of CSI..Holder � -� List CSL Type(see below) "" 61 Gellette Road No.and Sheel Type Description Fairhaven, MA 02719 U Unrestricted Buildin s u to 35,000 ca R. qqq��mmm R Restricted 1&2 Famil Dwellin ' Cily��,ZIP M Mason RC Roofin Coverin � . WS WindowandSidin SF Solid Fuel Burning Appliances 401-215-7056 michael.rotondo@rgsenergy.com I Insulation . . . Tele hone Email address D Demolition i 5.2 Registered Home Improvement Contractor(HIC) 162709 4/6/15 Alteris Renewables dba RGS Energy HIC Registration Number Expiration Datc HIC Company Name or HiC Registrant Name 32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com I No.and Sveet Email address Stonington, CT 06378 � 860-5353370 Ci /Town,Sta[e,ZIP Tele hone � SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c 152.§ 25C(6)) Workers Compensation Insurence affidavit must be completed and submitted with this application. Failure to provide � this a�davit will result in the denial of the Issuance of the building pertnit. Signed Affidavit Attached? Yes ..........L� No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Enerqy to act on my behalf,in all matters relative to work authorized by[his building permi[applica[ion. � see signed authorization form attached `� � Print Owner's Name(Electronic Signature) � Date SECTION 7b:OWNER�OR AUTHORIZED AGENT DECLARATION By entering my name below,l hereby attest under the pains and penalties of pequry that all of the information contai in this applica ' n is true and accura[e to the best of my knowledge and understanding. 9 y/� � Print Owner's or Autho d AgenPs Name(Elechonic Signature) ' Date NOTES: 1. An Owner who obtains a building perntit to do his/her own work,or an owner who hires an unregistered contractor (uot registered in the Home Improvemen[Contrac[or(I-IIC)Progam),will not have access to the arbi[ra[ion . program or guaranty fund under M.G.L.c. 142A.Other importan[infortnation on[he HIC Progam can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,proLide the information below: Total floor area(sq.ft.) (including garage,finished basemendattics,decks or porch) � Gross living azea(sq.ft.) Habitable room count � Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches � Type of cooling sys[em Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project CosP' . , � �1/� � =� = RGS I ENERGY ',/1,`` Clean Vowar.8right Savings. � Property Owner Consent Form Owner: .�i�� v- ../on�l - C�Q,r�r��-. Address: $ � �, �t Town: �i,i �p.Vu State: � zip� al 9�� Phone: 9'78 -�yU — �775�/ I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar � installation on my property. ' , , l 7 �- �S- i `� Property Owner Date 32 Taugwonk Spor,Al2,Stonington,CT 06378 � IeL 860.5353370 � I'a�413.583 2225 � RGSFnergv com � r.1�I` 1!�f.N///IIa/I//�/'f//�� (/�'� (j!/.i.il/i�//J(+��; m� y • �, . . - : Office of Consumer Affnirs and Busmess Regulation '��,+ 10 Pnrk Plaza - Suite 5170 _ Bos�an,Massochusctts 0�I I G H�me Improvement Contmctor Registrution ReqislratWn. 182709 Type` PhuateGoroaratbn � ExGifatlon. �I82015 TrY 2J72d2 . ALTERIS RENEWABLES INC. I MICHAEL ROTONDO - ' 32 TAUGWONK SPUR Al2 ---• STONINGTON, c!06378 � UpJnlr AddtNs�nA nmrn dnf.\1ar6 rcNsan far chnngr. ,\dd�af Rreewa� fim luvmenl I.op fnni�. tie.•a. a•yi+i��, � � �. — .. P !n. t�...�wwa�++.,ran�..t'ffww�::k; � ,,,,,�'�.�.+,w111IkeklPWwanAIRMpIIiJm�qryebtlnn I.Ieenunrrr�lYflWn�giWforindi�ldtilu�taaW 3� 6 WPIWVfiM6Nf CON7MCTOR Mtni�Idreapinli4�d�la If fotiud rntlrii Ia: �� lntlont 16Zip9 � lyp�: OMnalCa�ta�m2rA/GIHanUbo�m�niteRoiy�&m �, .;��ntbo:. .�RiRDIS P�Mt�Coroora�b, ��P��YP4rn.SulieS170 . � . �8ns1onF11A UttfN . AITEalS pENEN'ABI�S�rNC� �,��,Q. �� I (�: � 26YYiQ813TAN�18HpR �,:��,�,ry�. �.yp '� 4�ItN1I�F.W�6tA70 ��, �W1l� . . 19u•�iHory.. �mvufl0w11how�IfleilYf7 ^ -..-..�. . r..,.�. .. . �....- _ . . . . � . � %w v...�rw�,�s. I�cw�.r.Mw w nww a�,w, . . . , v�MmA•rlWwr�w9aw��winee.wr+ee�i.v+H � x . ��"x tM�mMra46};TrafF �' V��e �'�d� .�.+w Cb.167N1 �, , y�� # � MNYIiFi�Ilnnawl�l! j N fxL1.1 Q ri!RP � � {'Mfb.NNAMIY ��-.. • �N�II T� F* ' �� .O..It��. !%ai��'tryi��. .� � � '�W+w+xtiMiw �NCV7CU�.. J� .. . . .. . . . . . . � ..� � s'�� ' � . � I '�� CERTIFICATE OF LIQ►BILITY INSURANCE °"'�`"""°°'"""", L—� vuzots 12/30/2013 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 B'fLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certifiwte holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to �the tertns and conditions of the policy,certain policies may require an endorsemenl. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s. PROOOCER Lockton Companies,LLC Denver NAMEACT . 8110 E.Union Avenue PHONE Fnx Suite 700 E Mp�� NC No: Denver CO 80237 ADORE55: �3O3�4IA-600O ' INSURERSAFFOROINGCOVERAGE NAICp INSORERA:FIISI S ecial Insurance Co oration 34916 iNsur�o plteris Renewables,II1C. , INSURER B: ]344665 d° � dba Real Coods Solar iNsunen c: mes River lnsurance Com ll 12203 dba RGS Energy iNsursER o:Stan Indemni &Liabili Com an 38318 32TaugwonkSpur,UI11IAIZ . INSURERE: Stonington,CT 06378 . INSURER F: COVERAGES REAGO01 CERTIPICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX � THIS IS TO CERTIFY 7HAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I� INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM.OR CONOITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, 7HE INSURANCE AFFORDED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMI7S SHOWN MAV HAVE BEEN REDUCED 8Y PAID CLAIMS. 'NTR iYPEOFINSURANCE �D SUBR pp��CYNUMBER MMNUYIYYFYY MMIpDYEXP LIMRS A GENEnuuqBlufY N N IRG200O52$OI I/1/2OI4 1/i/2OIS OCCURRENCE X MMERCIALGENE IIITV DAMAGETORENTEO PREMISES(Ea accurtence) s 50 000 CWMS-MADE OCWR MEDEXP An one arson $ (� X PERSONAlB qDV INJURY E I�OOO�OOO GENERALAGGREGATE $ GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMPIOPAGG 2 OO POLICY X j CT LOC $ B AUTOMOBILELIHBIUTv ' N' N BAP5852403 III/2014 1/V2015 (Eeacciaenp $ j Q X MIVAUTO BODILVINJURY(Perpereon) $ } (? ( X AUTOS JED A�T�ULED BOOILYINJURV Perecdtlent $ �XXXX X HIREDAlJrQS X qUTOSWNED PROPERTVDAMAGE $ XXXXXXX $ ){}��(�{�'�(�' C X UMBRELLALIAB X OCCUR N N 000557241 1/I/2O14 1/V2O1S EACHOCCURRENCE $ IOOOOOOO � X EXCESSune CwMs-MqDE �000020609 1/I/2014 UI/2015 qGGREGATE $ OED RETEPlrIONS g B WORI�RSCOMPENSA710N ANOENPLOYERS'LUIBILRY Y�N N WCSS5240S 1/I/2014 �/I/2O15 X TORYLIMIT ER . ANYPROPRIEfORIPqRTNERIEJ(ECUTNE E.LEACHACCIDENT $ OFFICEWMEMBEREXCLUDED] � N�A I OOOOOO (�^��Ory�^NH� E.L.DISEASE-EAEMPLOVEE $ Ifyes�Eesaibeuikm DESCRIPTIONOFOPERATIONSbelow EL.DISFASE-POLICVLIMIT $ O / DESGRIPTION OF OPERATIONS�I LOCAilONS/VEHIGlES(Atlach ACORD 101,AtlNtional RemaAn Schetlule,it more apace is requintl) 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. 12688213 AUTHORIgD REPRESENTATIVE For Evidence Only C arle N� � ��l ACORD25(2070105) ThaACORDnameantllogoarereplataredmarksofACORD . �'I $$-ZOIOACORDCORP TION.Allrightsreserved � The Commonwealth ofMassachusetts Department of Industrial Accidents � Office oflnvestigations 600 Washington Street � Boston,MA 0211I www.mass.gov/dia Workers' Compensation Insurance AfFdavit: Builders/Contractors/Electricians/Plumbers Apalicant Information Please Print Le iblv Name(Busincss/orgar,iza�ion/Inaividuaq: Alteris Renewables Inc. dba RGS Enerqy Address: 32 Taugwonk Spur Unit A-12 City/State/Zip: Stonington CT 06378 Phone#: (860) 535-3370 . Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 120 4. � I am a general contractor and I 6. ❑New construction I employees(fizll and/or part-time).* have hircd the sub-contractors 2.Q I am a sole proprietor or partner- listed on the a[tached sheet.z �� ❑Remodeling ship and have no�employees � These sub-contractors have 8. ❑Demolition warking for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers' comp,insuranec 5. ❑ We are a corporation and its - � required.] officers have exercised their � �0.❑Electrical repairs or additions 3.Q I am a homeowner doing all work right of exemption�per MGL 11.0 Plumbing repairs or additions mysel£ [No workers' comp. c. 152,§1(4),and we have no ]z.� Roof repairs insurance required.] t cmployees. [No workers' �g Q Other sola�panels - comp.insurance requircd.] � }Any applicanL tha[checks box#I must also fill out thc sce[ion bclow showing thcir wmkcrs'compcnsation policy infortnalion. t Homcowncrs who submi[[his affidavi[indicating Ihcy arc doing all work and[hcn hirc ouGsidc conlractors must submit a ncw affidavi[indicaling such. zContrac[ors that chcck Ihis box must attachcd an addi[ional shcct showing[hc namc ofthc sub-contmc[ors�and thcir workcrs'wmp.policy infortnalion. . 7 am an emp[oyer[hat is providing workers'compensation insurance for my emp(oyees. Be[aw is[he po[icy and job si[e � infor�nation. Insurance CompanyName: Zurich American Insurance Co. Policy#or Self-ins.Lic.#: WC5852405 Gxpiration Date: 01/01/2015 Job Site Address: 8 Ober Street City/State/Zip: Salem, MA 01970 Attach a copy ot 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$I,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 violatoc Be advised that a copy of this statement may be forwazded to the Office of Investigations of the DIA for insurance coverage verification. . /do hereby certify under the pains and penal6es ofperjury that the information provided above is true and correct. SiQnature: ��W�{' Date� � I�I�`'f Phone#: (860)535-3370 Official use on[y. Do not wri[e in lhis area,to be completed by city or town o�ciaL City or Town: Permit/License# Issuing Authority(circle one): . 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Othcr . Contact Person: Phone#: _ APEX Engineering www.thestructurals.com !.1T� 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 ~AVeY.C� 7eiephone:4oa.3�9.2os8 • apex@thestructurals.com � o;°e P�c a Wednesday,August 20, 2014 5404-14 Billings 10137679 R.Ward MA RGS ROOF Photovoltaic � DC Rating: 4.00 kW Billings, Sheila ``�"`~ 8 Ober Street Salem, MA 01970 - Jurisdiction: Town of Salem ;;,';: � �J�� To: Building Department, o0�,e 0 The aforementioned structure has been examined and it has been determined that the � structure can support the proposed 4.00 kW PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof requirements of governing codes: MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5)ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 100 mph, exposure B, snow load of 40 PSF and PV Panel of 3.11 psf. The PV attachment at 48" OC staggered, maximum has been approved by APEX Engineering.The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, cra�a w�s s � _``ZN OF A1,�� MoOWC qamp . 1�Yf" Q � nionaas�. y� vn��sa��m � YATES �" Rai�wl L-fooi c�i CNIL � . E�� No.57039 � � . GreenFnsten wrth CPSOs�otte0� . � .q ModWe(TYP.) �—,--.,y ""'�,.� 8rsdcet MO Aluminum Flashing . �q�AIALPE�� R�� ,�r"'� � 5l16k3.5S.5.1a98olt � � wJ 2S'(�ltinimum Pe�tration � s: 06/3 6 24 0�• sea�ed w�nuproved sea�ant , �R�y,s@ 7X �� Y�"T�� Attachment Detail � s�: i•=i•.o- . APEX Engineering www.thestructurals.com rt�`.�� 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 VcC� , Telephone:408.3792068• apex@thestruciurals.com � �.�cg°e� o Wednesday, August 20, 2014 5404-14 Billings 10137679 R.Ward MA RGS ROOF Photovoltaic �, DC Rating: 4.00 kW , Billings, Sheila ''�"� 8 Ober Street ....:... .. ....;,. . . Salem, MA 01970 , Jurisdiction: Town of Salem `'��';i.��; ;'�� I . .:;;.; �� , To: Building Department, 0�,e 0 The aforementioned structure has been examined and it has been determined that the 0 � I structure can support the proposed 4.00 kW PV system. We have 4erified the structural integrity of the roof framing and found that the installation will satisfy the structural roof requirements of governing codes: MA 780 CMR, Sth Edition -including 2/4/11 revisions to Tables R301.2(4) 8 R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and � Other Structures. The design is based on wind speed of 100 mph, exposure B, snow,load of 40 PSF and PV � Panel of 3.17 psf. The PV attachment at 48" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, c�rwna w�s a ��,1H�F M,Ise c Moauk qamp � .�y � THOMAS J. yG tkurac Sdmmo�mt � YATES �" Ra��w/L-ta� c�i CNIL �y EO�� Green�Fasien Wit�CPSOSIoited '� 9 0.57039� Modufe(1YP.) �—.---_�. ''`�� Bradcet And Aluminum Fiashing q�FaJ87EP�� Rooftop � '� Sf16'x3.5S.5.lag BWt `S4lp�yAL E� w12.5'Minimum PeneOation ' s: 06/3 6 ��2a o�• s�eaw�ayproYeas�.,iao: - x��a� 7 �� Y�"��1 Attachment Detail L Smle: 1"='1'-0" :f � '; ' FOR CONSTRUCTION , I `��//� m Grid-Tied Photovoltaic System xcs Sheet List DC Rating: 4.00 kW " EN�ERGY Sheet No. Sheet Title Blllings, SheilB ; 32Taugwonk5pur,Al2 8 Ober Street . ' Pv-000 COVER Stongimm�,CT06378 Salem, MA01970 PV-A01 SITEPLAN PFax(413)683-22250 Jurisdiction: Town of Salem PV-A02 MODULE LAYOUT GRID-TIED PV-A03 DETAILS PHOTOVOLTAIC SVSTEM PV-A04 MATERIALS 4.00kW DC @ STC SCO(J@ Of WOfI(: G@fl@faI NOt@S: PV-E01 ELECTRICAL DIAGRAM BILLINGS, SHEILA RGS Energy shall install a 4.00 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the • 8 OBER STREET totaling(16) Canadian Solar CS6P-250P Modules with (16) Enphase Energy Town Of Salem. PV-E02 SYSTEM CALCS SALEM, MA 01970 M215-60-2LL-S22-IG Micro- Inverter(s). The Modules shall be flush mounted 2. All projects will comply with the Ordinances of the Town of Salem. PV-G01 SIGNAGE Project# 10137679 on the asphalUcomp. shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-Spm Monday-Friday, 9am-8pm Saturday, ,S ,, oEs,�NER, Erik May connection. No time on Sunday or legal Holidaya �, i ' 4. Product Data Sheets shall be included. � ' ,� �4 F � � R��R Ryan W EQUlpfllBllt Sp2CIfIC8t1011S: 5. Rooftop penetrations shall be completed and sealed per code by a `�� r4, �, �y� " ,t",. x^� �ERs�o�oarE. 2014-08-�3 Module: (16) Canadian Solar CS6P-250P licensed contractoc - � • REVISIONS Inverter 1: (16) Enphase Energy M215-60-2L�-S22-IG 6. All Photovoltaic modules shall be tested and listed by a recognized Racking: UniRac SolarMount laboretory. w�' # BY Date Notes Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall include UL1703, IEC61646, IEC61730. 8. A continuous ground shall be provided for the Array and tor all ` �" � ' CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. • .,' �� 2 9. DC Wiring shall be run in metal conduit or raceways within enclosed �- � . � ` , a spaces in a building. ,i" = � ' a ROOf SpECIfIC8t1011S: 10. Conduit, Wire systems and Raceways shall be located as close as 'w ;:§�, ' _ � 5 °� Roof 1: possible to ridges, hips, and outside walls. �.� g 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall ' . AsphalVComp. Shingle �,� � (Single Layer) use guidelines that minimize the total amount of conduit by taking the x3+:-�q. 2"x 6" Rakers @ shortest path. � �•�4 � r �. "�6' 24"O.C. 12. Space Requirements for electrical equipment shall comply with NEC • , # _ = -�- � Article '110. �s-��„ •. f . . Pitch: 40° � Azimuth: 207° , 1 -''�a� A Array Size: 14 Modules 13. Equipment grounding shall be sized in accordance with Table ,� - �'� `*� i 250.122. � � 'f , � ;� � � $It@ $ QCIfICBtIOf1S: , - 14. Connectors that are not readity accessible and that are used in the .. �. r`,� � ��- �� a; g Occupancy: I I circuits operating at or over 30V AC or DC shall require a tool foc ,�.; �`'`" � x opening and are required to be marked"Do not disconnect under `� `:+' �" . � �� ` o Design Wind Speed: 100 MPH load"or"Not for current interrupting", per 690.33(c) &(e). Exposure Category: B , f�''w= � m Mean Roof Height 25 k '15. All signage to be placed in accordance with local building code. , �`*,�,,� �� „ , � �+fy�°�'�, . � m 16. Signs or Directories shall tie attached to the electrical equipment or r� "'""�+,p � `�r''`�.,,a' '� Ground Snow Load 40 PSF �ti�, + � ,`,y � - located adjacent to the identified equipment. c.y" �fj� ' Adj. Roof Snow Load: 15.4 PSF �'�+�,, �� z 17. Signs should.be of sufficient durability to withstand the environment. ' y � 4 �c��,�f� ` �. � ,�_•� y'1� < AII WO�R t0 bE Ifl COtl1 pI18f1CB WItI1: � 18. Any plaques shall be metal or plastic with engraved or machine �re� - s�,l� •�y ` , 2014 National Electrical Code (NEC) printed letters, or eledro plating, in a red background with white g y ,#� 8 $Q6er$t � lettering, a minimum of 3/8"height and all capital letters. 'G " 2009 International Residential Code(IRC) . _ � �1� - � � »� � :� ��. 2009 International Building Code(BC) ' 4*�' e a ' ' a ^ 2012 International Fire Code(IFC) . �,ti 1 �� 2012 Uniform Mechanical Code(UMC) �-` a�'�/j� •� ' � 2012 Uniform Plumbing Code (UPC) � � ''Sf� ' MA 780 CMR, 8th Edition � � �" s '�> -including 2/4/11 revisions to Tables R3012(4)&R301.2(5) * �.„, ' , „ "'� Not to Scale ASCElANSI 7-OS Minimum Design Loads for Buildings and Other �� "� SVuctures ' ` ' COVER As amended and adopted by Town of Salem ' . - =.x ; •>,� , ��, , . � ' , � ; ,f�.�;•.. . , `� ; '"� �' PV-000 _ 4 ��';��r �� .� g . , .. �� . :� _. FOR CONSTRUCTION ��//� . %�oe�� RGS � ' ENERGY � Gle�n Pou�ec 8nqb:Savin�s. 32 Taugwonk Spur,Al2 � � ' ' - � Stonginton,CT06378 � . Phone(860)535-3370 � _ Fax�413�683-2225 GRID-TIED PHOTOVOLTAIC SYSTEM , 4.00kW DC @ STC .r� ` BILLINGS, SHEILA ,' 8 OBER STREET ,' SALEM, MA 01970 / Project# 10137679 � ,'� (E)Single Family Dwelling oEs��ER Erik May � R��E�a Ryan W Utility Equipment on Euterior Wall: ,' �ERs�oNoarE 2014-OS-13 (E) Utility Meter ' (N) 30A AC Disconnect ,� � REVISIONS Interior: � (E) Main Service Panel �� # eY Date Notes (N) Pv Interconnection Breaker(s) �� + (N) Enphase Envoy i 2 / � 3 / � �� 4 N 5 S . s i� (E) Property Line �` i: ` , � ;, g , . x �: 0 = ^ ,:+ �� m Equipment Specifications: y�� = Module: (16)Canadian Solar CS6P-250P � z Inverter 1: (16) Enphase Energy M215-604LL-S22-IG - �Q>�' a Racking: UniRac SolarMount m , Attachment Flashing: Ew-Fasten Green-Fasten with � � CP-SQ-Slotted Bracket and Aluminum Flashing n � o Roof Specifications: ` • Roof 1: AsphalUComp. Shingle °�� 1/16"= 1'-0" (Single Layer) - 2"x 6" Rafters @ 2a° o.c. x SITE PLAN Pitch: 40° � Azimuth: 207° Array Size: 14 Modules � W E NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV—AO� FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION g FOR CONSTRUCTION ��8/� ��1�� PV ARRAY 1 -MECHANICAL LOADS RGS Array Area: 249.0 ft' Total Photovoltaic Dead Load: 3.11 psf ' E N E RGY Array Weight: 775.0 Ibs Avg. Dead Load perAnchor. 27.71bs "�a"FzW%N B"g"�s�^".°` AnChof Qty.: 2g 32 Taugwonk Spur,Al2 . � " ' _ Stonginton,CT 06378 Design Values by Roof Zone: Comer Egde Interior Phone�s5o)535-3370 Fax(413)683-2225 Mau. UniRac Raif Span: 7g in. O.C. 78 in. O.C. 78 in. O.C. GRID-TIED Max. UniRac Rail Can6lever: 26 in. O.C. 26 in. O.C. 26 in. O.C. PHOTOVOLTAIC SYSTEM Adjusted Anchor Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. ' 4.00kW DC @ STC _ BILLINGS, SHEILA S OBER STREET , SALEM, MA 01970 Project# 10137679 ;..�........................................................................................ gg�_6�� ........................................................................................�F • , oE��R: Erik May : . ......................................��:�' :�� FEVIEN£R � 2g�_44. ..................... . ... Ryan W �............................................................ . . ° E ; i t veRsioHonre 2014-0$-13 : � .......:........... ... ' ' [ 1' � REVISIONS � .. ..........�... : � # By Date Notes � z 3 10'-10" ° g s � b o �7� 6�� . . . ............�... i . iJ � n x 0 o � ....................�... m a m LL UniRac SolarMount Mounting Notes: z . Total Quantity of Attachments=36 � a • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is%3 the Maximum Rail Span - . Racking and Attachment UniRac SolarMount with Ew-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum F�ashing attached with 5/16"x ; &1/2" Lag Bolt, Hex Head, 1&8 SSs m • All Dimensions shown are to module edges, including 1 in. Spacing between � Modules required when using the Top Clamp Method. • The SolarMount Rails will extend 2-1/2 in. beyond the Moduie Edge in order �F 3l16"_ 'I'-0" to support the End Clamps. • UniRac requires one thermal expansion gap(6 in.)for continuous sections of ' rail greaterthan 40' in length N MODULE LAYOUT • Array Installed according to the UniRac SolarMount Code-CompliaM Installation Manual ver. 227.3, Pub 1'10616-1cc, June 2011 • Attachment Locations, If shown, are approximate. Final adjustment of w' E attachment location may be necessary depending on field conditions.All PV_Ao2 attachments are staggered amongst the framing members. , S FOR CONSTRUCTION �s�,/!' � � Ground WEEB& ��i�� Module Clamp RGS / ' ' UnirecSolarmount ENER�'�/ Rail w/L-foot Clean?awer.Zn^ns Sa+nnps. C56P�Z5�P _ . Eco-Fasten 35tongintonkCT06378Z Green-Fasten With CP-SQ-Slotted � Sr��g�e / Phone(860)535-3370 �omp Module(TYPJ ----, Bracket And Aluminum Flashing Fax(413)683-2225 ha\� 0 G� / psP e(S @2q Rooftop � 5/16"x 3.5"S.S. Lag Bolt GRID-TIED �K � w/2.5" Minimum Penetration PHOTOVOITAIC SYSTEM Z�X6 2� Q G Sealed w!Approved Sealant 4.00kW DC @ STC �e�s@ ' BILLINGS, SHEILA 2 X6 8 OBER STREET • SALEM, MA 01970 , Project# 10137679 Attachment Profile � Attachment Detail , oes��EA ErikMay 1 Scale: 3/4" = 1'-0" � Scale: 1" = 1'-0" R�E�R Ryan W , vEasoNoa�e. z014-0&13 26" Max �� REVISIONS Roof Framing PV Module Raii Overhang 38.7 in. - # BY Date Notes Mo�m,� _ , 1 , Roof Anchor I�; �-H�-� Landscape: -8.9 in. � Haes � q 2 � �� I �� I �� Portrait: �12.8 in. &Flashing L� Le1�r ; � T 3 Canadian Solar q Landscape: -21.0 in. CS6P-250P , n Anchors located Portrait: -39.0 in. 64.5 in. s � on alternate roof r;� r� framing members � 1 A "� aa��"M� ` `.� : ' -1- Anchor Spacin SolarMount Rail - � � Staggered Attachment Detail (Typ.) �B ~ � B~ SDistance from Module Comer NOt to ScBIB - Minimum Maximum x Long Side,A g,4 in. 16.1 in. � � � , � Short Side', B 7.9 in. 9.8 in. " ' m � � 'ToµC/amps may 6e used on the Short . � , _ Sides olthe Module m zs°M� �� UL Approved Mounting Locations Q Rail Splice Rail O� • J Not to Scale � WEEBLug SS Washer Module Frame Grountl Wire &Nut � SS Bott � Unirac Rail ,��, � . SS Bolt � � Nib � Unirac ucai � VARIES Stagger splice locations Min of 2 supports ss Fiat within the each row of modules on either side of splice washer ss eorc. DETAILS with a max spacing of 78" Unirac Raii . �� Rai) Splice Detail � Grounding Clip & Module � Groundin Lu & Rail PV-A03 Not to SC012 Not to Scale � Not to Scale i �� ' . _ .� ..._ _ . _ _ . ,w: _ _ . . : �� CanadianSolar • . - � � - � � � - � ! On-grid Module � � CS6P is a robust solar module with 60 solar � � � cells.These modules can be used for on-grid solar applications.Our meticulous design and , i�. production techniques ensure a high-yield, � . � long-term performance for every module a—w—_... ------ --� ..,ti --�---�----.— .. _ .. --. —. ➢ produced.0urrigorousqualitycontroland . �.� . . imhouse testing facilities guarantee Canadian �-_._ . .r�....._ . _: ..... ..__--- � --��,..�..._.,.-- . � j SolaPs modules meet the highest quality � , standards possible. i, Key Features �, . • ToprankedPVUSA(PTC)ratinginCalifornia(orhigher � Applications energy production � • On-grid residential roof-tops � - • 6 years producl warranty(materials and workmanship�; � • On-grid commercial/industrial roof-tops . � � • Solarpowerstations - 25 years module power output warranty . Other on-grid applications i 7 • Industry leading plus only power tolerance:+SW(+2%) . , I � � _ � • Strong framed module,passing mechanical load test � Quality Certificates of 5400Pa to wilhstand heavier snow load i ' � • IEC 61215,IEC 61730,IEC 61701,UL1703, • Uitra reliable in corrosive atmosphere,verifled by � CEC Listed,CE,KEMCO and MCS IEC61701 "SaltMistCorrosionTesting" � • IS09001:2008:Standardsforquality � managementsyslems j • The 1st manufacturer in the PV industry certified for I • ISO/TS16949:2009:The automotive quality i ISO:TS16949(7he automotive quality management , management system system)in module production since 2003 i • QC080000 HSPM:The Certification for � � . ` Hazardous Substances Regulations • IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV,UL testing standards � � � ` # i �� iEc .�-C�CE c� ��'?�� , � ! � � i www.canadiansolar.com � � � � � . .... .. _ _ _ _ _ __ _ . __�._. _ ., _, � :� - CS6P-220/225/230/235/240/245/250P Electrical Data CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P-240P CS6P-245P CS6P-250P � � NominalMaaimumPoweratSTC(Pma:) 220W 225W 230W 235W 240W 245W 250W . OptimumOperatingVoltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.iV l Optimum Operating Current(Imp) 7.53A 7.65A 778A 7.90A 8.03A 8.17A 8.30A OpenCircuitVoltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.iV 37.2V ShortCircul�CurrentQsc) 8.09A 8.19A 8.34A 8.46A 8.59A 8.74A 8.87A Operating Temperature -40°C—*85°C Maxlmum System Voltage 1000V(IEC)I600V(UL) Maxlmum Series Fuse Rating � �gq � 1 PowerTolerance � +SW � Pmax -0.43°kl°C STemperature Coefficlent Voc . •0.34%fC � . Isc 0.O65�hfC , � � NOC7 45°C + UntlerStanaarETeslCuntlilions(STC�oilrraCianceo(1000W/m',svecvumAMLSanticalitamvereWreof25C� Mechanical Data f CellType Poly-crystalline . CellArrangement - 60(6 x 10) .� Dimensions � 1638 x 982 x 40mm(64.5 x 387 x 1.57in) • Weigh[ 20kg(44.1 Ibs) - , FrontCover Temperedglass � . Frame Malerial Anodized aluminlum alloy '� StandartlPackaging(ModulesperPallet) 20pcs Engineering Drawings I-V' Curves (CSSP-25oP) . . . . . . 8 }�:.. . . . � 9°� �b0- � � 8 � i . i � � � ) � �� I_I I I� ��I�� I . g 3 � 6 }f I I E g5 ( c "�i _'_ � "_ =� ' �3 a � y V y 7 i 3 , y B i z —iooa«,,,» ._51 e � 1 . '. —kWw/m2 7 ��-36r �. , . - .T.,..mj � �raawl�„a —�sr ^ . ,,. I �d00w/ml. � —66t 3 e Y I � ____-..._. . _ 0 ...-�._�.. ,...�.r_,,.--r- �-, .� q '..... ..-� .,_ ... , .... , ' ; p 5 }0 li $A 25 3q 35 IJ q GylB 16 :! :5 W }5 iR.�S r p � Val�npc(V) ' Volcaqv(Vf 8 u _".,__.,._ . . . . .. � 'SpecifcalionsinGutletlinl�isdaleshee�eresubjeclloc�angewl�houlpriorno�ice. � � " ��.� . . ��..... -� �..r-`_�.....�._ .r��...+... . � ...��. _._...._. `_ . � __�' . . .. m . . . . w About Canadian Solar Canadian Solar Inc. is one of the worid's largest solar Canadian Solarwas fountled in Canada in 2001 and was successfully companies.As a leading vertically-integra[etl manufaclurer listed on NASDA� Exchange (symbol: CSI�) in November 2006. of ingots, wafers, cells, solar modules and solar systems. Canatlian Solar is on Irack to expand cell capacity to 700MW and Canadian Solar tlelivers solar power produc�s of moduleca acit [ uncompromising quality to woddwitle customers. Canadian P Y o 1.3GW in 2010. � I Solar's world class team of professionals works closely with' � our customere lo provide them with solutions for all their - soiarneeds. � ' � • � . � • • . , �� : � ° ��o ,� i+y.' �r �'+" la y �f�° F.� Z� _ r �. i �-,. t }g" ' '� 3� r i � �� t . 4 , y g �¢ # 5 kjwt ,3 q 5 E ft ( �E[ a � � ii ;r1e ' N��°y-� P' �$,�S �' 1� 34.��y�p �{� iK, lA��,�3C ti �'h ar � � ��,;': �y��iJ f� ,s�;��t ��{��r�.,e ;�g �{�� 7 j 'i#i! � �"� ."i� [ � :$ } �a E.. 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't � .. \, ; . • �� ' . � �� : , , ,, � , ,, ;� � . , rya , ; "'�,� , ' � s � GREENFASTEN'" PRODUCT GUIDE — GF—I �a` GFI— L812 �,'�s� .� � fg{ �'4 ' 'r`:� � - t . + it� i � �}}, , 3 !': I�� ., . . . w � �' '�� 8.000� .005 —� R.38 032 �a �� I � � � � , , �� k� �� f �� , � • � � °�� "°� "�� a�� " '�' w �.ss±.o� ` �� ' ��; v r�� j N �`� t�.`yy 3 �� F i�A�.' w . �( � � 6� �` � 0 12.00� .125 �.30±.01 t4�;}�W��k �`#��-�-fP. O . i �! �5 f ? a �p� . � ��1� i 'I . ��G F � �r.ir� �;'� ��°`�� v � 3.00� .125 '�.�� ': E .�,.` #� ,`��' � . �' �+` $ �. � � 4.00��.125 .26±.01 ►� ,� �;3 ��§ �, .OS �� . , A �, � P '' i u, . � m i � � �� - l ', •r � p m ` � , � �� , ��a�' o s s � t,� �; � _ � �t� � � - Finish Opcions �.y: 1: , ro o. BLK= Matte Black - .�� r;� a : ,; �BRZ= Medium Bronze � p; � ( MLL= Mill Finish � �' �' �O EmFas[en SolarOO All mnrerrt pmreaed under ropyright All righu reserved 02/16/11 SeC.4-2 � " '°� i � .''°" « "� -' . '+.`_:"�* .t ..,k'=:�.� �:, p �."` 's .. •^ ��'+ � .t' - , ��.� +, .-� �� A �a Sa�� .:� a ;�,...vw"�.w4'4s+�".""'��,,,�.".�"a"p8p_ �-..L=' _' ;. *lT��- -T ' , t.^.�-_.;i' � � .^�'y. `�' 'S�'-"�'�"'�. � .�'o.r .�?..�. : ""rk."'� ' �� '.6. :`:as� �M . +�y� f.. �'r $ '� C` .«�. . .."" y ,�e,+ ,.A. � � ..� � y�"'n'e `--�c.".""�^"-�. r`.s+`*..�.�.} .,�o�'.r� ^-'`E r'.:: �'; '�e/s '` A �r ,s�7�"..p .s�:.L = �'�''�„��"�r`z��...� �"x'�� .=�.1�.-�.:: � ' x + 'r_ „ '��. ' �' .^ � EcoFasten Solar� 877-8593947 Committed to the Support o�Renewoble Energy � j'. � - � _ _ . . . . - ... . , a x � g B 's a � a 3 � � � � c = N O W O v </ �O� � � � \ W V Q Cn I+ W O v I V p IF N X O � �r � O � O i � � i+ i = i Z A � } D c u, � � � � m m Z n D o � 3 � -o m � Z � 3 � o � � � v Q n 0 N � N �p n � X � � N ,�-f (,� 3 up C D o. p � N I R 3 � � � T � 3 . A = �; � ;��. �� .r� ';m GREENFASTEN'" PRODUCT GUIDE - GF-I � Speci fications ,:�.� �_ 1 t4 �:, � � PART I —GENERAL 1.3 SUBMITTAL B. Fasteners(may be supplied by others)to be �� A. Submit manufacturers written specifcations. � compatible with chosen roof application and � I.1 SUMMARY B. Submit standard produc[cut sheets. � meet specifed pull out values as shown in load A. WORK INCLUDES . � test data. fi�.ES t� �'� G Submit ins[allation mstrudions. I. GreenFasten solar attachment bFacket that "& 7�i . D. SubmR product specific load tert data,showing C. Base flashing is.032 gauge aluminum embossed y�; �.�, attaches directly to the roof deck ukimate and allowable load values. to accept EPDM bushing. �18��..p� 2. Provide appropnate bracket and fasteners '+��t�'�� forthe roof system. �.4 QUALITYASSURANCE � D. Bushing is EPDM. �,��,,; B. RELATED SECTIONS Inrtallerto be experienced in the installation of E. Stainless steel bonded washer is 302 rtainless ( �� i I.Sedion 07600:Flashing and Sheet Metal specifled rooflng material and snowguards for no less and EPDM. ��d�p 2.Sedion 07500:Roofng . than 5 years in the area of the project. �` ';�" 3.Division I:Adminis[ative and procedural 23 fINISH—Mill Finish ��,� � requirements I.5 DELIVERY/STORAGE/HANDUNG A. Bracket is mill fnish aluminum � ��' � pr ��I 4.Division7:Thermal and Moisture Protection Inspect material upon delivery Notify manufacturer ' ��' ' � within 24 hours of any missing or defective items.Keep B� Base flashing(choose one) i �r�,��}+F��'i ,, 11 SYSTEM DESCRIPTION matenal dry,tovered,and offthe ground until installed. I.Mill Finish �t F[ 7 O0 A. COMPONENTS: �r�J,�� r r'j�,�� w` I. GreenFasten system mnsists of aluminum 2.Black-kynar paintedP � �t{, 1# v PART 2 - PRODUGTS z� � *,�, a flashing with integral EPDM bushing and one 3.Dark Bronze-kynar ainted � , �i,�� + � c bonded stainless rteel and EPDM washer. 2.� MANUFACT�URER - 2 Fasteners EcoFasten Solar PART 3 - EXECUTION :�� 7i��` �� ` A.To be of inetal compatible with aluminum � � �` '�'' �� GreenFasten com onents. �89 Harrel St Morrisville,VT.05661 , �ti � � � o P (877) 859-3947 3.1 EXAMINATION � B.Farteners should be seleded for rt�,'� �� ' � n www.ecofastensolaccom. A. Substrate:Inspect strudure on which brackets �� ', compatibility with the roof deck. ��.s r}�y,i;�� i n . v are to be installed and verify that it will withstand +.� y ��,, y C.Fartener strength should exceed or be equal Z Z_ M,qTERiALS . any additional loading that it may incurred.Noti(y � "'!€� " ; �� o to that of the allowable load of the system. q Attachment Bracket General Contractor of any defciencies before � a1 k}`� '�� ` v See test data at www.ecofastensolar.com ' 6000 Series Aluminum (choose one) � installing EcoFasten Solar brackets. l. r �;!� � 3: Sealant(if required by roof manufacturer): � ; E B. Venfy that roof ng matenal has been installed � y"�' ' E to be roof manufacturer a roved. L F-I I I � °r 't' y v . PP � 2. L-101-3" correctlypnortoinstallingsolarattachmentbrackets. ��ff r 'V. 4. Aluminum attachment bracket s � � 3. L-102-3" '� , ''� S; B. DESIGN REQUIREMENTS: 4. CP-R � 31 �NSTALLA710N - ��' � t A. Comply with architedural drawings and �� , P 5. CP-SQ ; ;��i� .y „� I. Bracket spacing to be recommended by �? 6. SL-102-6" project engineer's recommendations for location € i �� ^ projed engineer - of system.Comply with Manufacturers written . � ! �; m 2. Ins[all a minimum of one fartener assembly 7. Z-101 ins[allation instructions for installation and layout. k � ��, X }� . �i m 3. It is importangt to design new structures or $� Custom b assess existin structures to make sure that ' +`i x+ � , �°+ they can withstand retained loads. �,��, �]f � �s". �, _ � . t 1� l, �j, LL k��`'�, y,!' " ,° -f'h -��: . �s�' � � �i ' �� ' �� ; OO EmFasren SMar�All mnren[pmteaed under c opynghc All righ6 reserved. 02/I bl I I $eC.S-I t a u, #.,y. �, , t + �.�� 6 �M�, � E ^�� GREENFASTEN`" PRODUCT GUIDE - GF-I ��" �58 American Wood Council Lag Bolt Pull-Out 1/alues ; i ay""�,. .�:. . . s � �� Yi, � � - � �s4� �,�f� •�n Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) ¢,�x , " 1 �� Lag screw speci¢mtions Specific � 7 5/I6"shaft� ; aTi � _�j .� Graviry � �'�r�` � $ per inch thread depth € +� ��_ °' :�!, ' q { _ ' w Douglas Fir,Larch .50 266� � } r� �� ` t � �� ; � � � Douglas Fir,South � 46 235 �e• '� !��-.�� c _ Engelmann Spruce,lodgepole Pine � .46 Z35 � ' v (MSR 1650 f& higher) �-�, '� �� '��, � � - Hem,Fir,Redwod (dose grain) .43 212 ' k�,' � , V�'� o Hem,Fir(North) 46 235 a� � � � r � � �s• fi�b v Southern Pine 55 _ 307 De ch � � ' � y o Spruce,Pine,Fir .42 205 PI � ��'� � � Spruce,Pine,Fir � .50 � 266 L � k� F t .v �'�� '� '� ? '' � f�� ,s ( ° �E (E of 2 million PSI and higher ��'� ��r�'i' :�' � grades of MSR and MEL) p� `� n �� a ��'� M � . Wt'�� • F�i � P >.�+tS'� . OJ . . • �.} .,kF � ! {�'�•� ^ . - � . . F I' , Nn ^� 4 ';, ' „ � . ��, � 0 �'�� . 4: �i` jyp .v+ 4 ��1 .� "�'�f f LL , ' . ,,.7�� 4,< �" . . . . ��. ; r � ' � � �O Emksren SolafJ All wncen[protecred under mpyrighc qp righ¢reserved 02/I bll I $eC.(r� �- ' i . f 4 • � • • . � . . ii°UNIRAC n wiri rnuuv ianiunuv SolarMount TecFunical Datasheet � Pub 110818-0td W.0 August 2071 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip..............................................................�..................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer ' Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hid� ailoys:6005-T5, 6105-T5, 6061-T6 , Up Clip , �o � � Ultimate tensile: 38ksi,reld: 35 ksi Finish: ClearAnodized Bottom Up Clip weight:—0.031 Ibs(14g) Beam Bolt ' Allowable and design loads are valid when components are assembled with SolarMount series beams according to authonzed UNIRAC documents I • Assemble with one Y."-20 ASTM F593 bolt, one Y,"-20 ASTM F594 ' serrated flange nut, and one X"flat washer �-' : Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 sedion 9 of the 2005 Aluminum Design Manual and third- _ � party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serreted flange nut � � Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Pactor, Load Factor, ¢ + Ibs(N) Ibs(N) FS Ibs(N) m � � ` �{ ��'� . Tension,Y+ 1566(6967) 686(3052) �2.28 1038(4615) 0.662 Y � • Transverse,X± 1128(5019) -329(1463) 3.43 497(2213) 0.441 � �.� I._.�X .��`� . Sliding,Z± 66(292) 37(119) 2.44 41 (181) 0.619 i Dimensions specified in inches unless noted a . . . . . . . . - - :9° UNIRAC� . AHILtIGROUVcoMvnNY . SolarMount Mid Clamp . Part No.302101C,302101 D,302103C,302104D, 302105D,302706D rra Bolt ' ��d clamp material: One of the following extruded aluminum Mid �a e Nu alloys: 6005-T5, 6105-T5, 6061-T6 Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi I • Finish: Clear or Dark Anodized • Mid clamp weight:0.050 Ibs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac Y."-20 T-bolt and one Y;'-20 ASTM F594 serreted flange nut Beam • Use anti-seize and tighten to 10 ft-Ibs of torque _ � • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance �momona-.—�L...,_� Direction Ultimate Load. Factor, Load Factor, BEIVlEENMOd�lES I � . ''��,�� — Ibs(N) Ibs(N) FS Ibs(N) m � Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 �--�— Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665 Y � r'—" - Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620 '-►x Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, . 702003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, � ' 3o2ao9C,30200sD,3o2010C,302o11c,3o20t2C • End clamp material: One of the following extruded aluminum ;;;------^^^-------��777 alloys:6005-T5,6105-T5, 6061-T6 � o�• ' � Ultimate tensile: 38ksi,Yield: 35 ksi � Finish: Clear or DarkAnodized • End clamp weight:varies based on height: -0.058 Ibs (26g) � d Clamp • Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single � end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated , • Assemble with one Unirec Y."-20 T-bolt and one Y."-20 ASTM F594 eea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to , part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory � Modules must be installed at least 1.5 in from either end of a beam L.�x � . �s i — Applied Load Average Allowable Safety Design Resistance - � 'a"'""" I Direction Ultimate Load Pactor, Loads Factor, ,�p„ ! -�� Ibs(N) Ibs(N) FS Ibs(N) m �� 4 Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 ""a"155� �� Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 +. Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifiedin-inct�es.unless-ncfed a • � • • - . • . . :� UNIRAC A HIUI LHOUfTOMI'FlNY SolarMount Beam Connection Hardware � SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile: 38ksi;Yield:35 ksi . • Pinish: Clear or Dark Anodized • L-Foot weight:varies based on height:-0.2151bs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents � L-Foot � • For the beam to L-Foot connectioni � •Assemble with one ASTM F593'/e"-16 hex head screw and one errated ASTM F594'/d'seirated Flange nut . - Flange Nu . �•Use anti-seize and tighten to 30 ft-Ibs of torque - � ' • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory � ► NOTE: Loads are given for the L-Foot to beam connection only; be ��X sure to check load limits for standoff,lag screw,or other � - , attachment method � � �� x�i AppliedLoad Average � Safety Design Resistance uaorraa I Direction Ultimate Allowable Load Factor, Load Factor, �� Ibs(N) Ibs(N) FS Ibs(N) m '� Slidin Zt 1766 7856 755 3356 2.34 1141 5077 0.646 � aa ._. 9� ( ) � ) � ) Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 � � , � . . • . . . . . - - :�U N I RAC9 n nitn Gaour mmrnNr ' SolarMount Beams PartNo.310132C, 310132C•B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-8, 310240D, 410144M,410168M, 410204M,410240M Properties . Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear k) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 � Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axisj in' 0.113 0221 � � Moment of Inertia(X-fixis) � in° 0.464 1.450 Moment of Inertia(Y-Auis) in' 0.044 0.267 Radius of Gyration(X-Axis) in 0289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 ` +� 'S. ,s�� n��u"��:z�`„.. � . SLOT FOR T-BOLT OR 1.7Zg� 1 SLOT FOR T-BOLT OR � �"HIX HEAD SCREW --r '/q�'HEx HEAo SCREW T 2X SLOT FOR SLOT WR � • - BOTTOM CLIP 2.I00 BO7TOM CLIP - � T , 3.000 � . I 1316 � SLOT FOR � 3�" HEX BOLT SLOT FOR 1.385 . 3�" HEX BOLT � � . . . 387� � J L � 750 1,207 - . �, � y 1.675 ► � � i_.�X �'.►X SolarMount Beam SolarMount HD Beam � Dimensions specified in inches unless noted