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91 ORNE ST - BUILDING INSPECTION (2) , �C�- � �{ - � Z� . �D �o � � 1 �-( � i i� c�c�zz2 The Commonwealth of Massachusetts RE E�V � Board of Building Regulations and Standards �ySPE�r�� Q��ES Massachusetts State Building Code,780 CMR Revised Mar 20/! Building Permit Application To Construct,Repair,Renovate Or De,$�k�N�i 4 A 2 2'I One-or Two-Family I�wel[ing This Section For Official Use O�ly Building Permit Number: Date Applied: c. 3 Z� 1 Building Official(Print Neme) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers � 91 Ome Street � Zg � 0016 L la Is this an accep[ed street?yes X no - Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R1 residence-no change Zoning District Proposed Use Lot Area(sq R) � - Frontage(fl) 1.5 Building Se[backs(tt) n/a Front Yard Side Yards � Rear Yard Required Provided Required Provided Required Provided j 1.6 Water Suppty:(M.G.L c.40,§54) 1.7 Flood Zane Inforroation: 1.8 Sewage DisposalSystem: Zone: Outside Flood Zone? � Public O � Private❑ Check if yesO Municipal O On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner of Record: Robert Strom Salem,MA 01970 � Name(Print) City,State,ZIP �� 91 Ome Street 978-595-6886 bobstroml0@comcast.net No.and Sireet Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKz(check all that apply) New Construc[ion❑ �Existing Building❑ Owneo-Ocwpied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other Lj9 Specify: solar . Brief Description of Proposed WorkZ: Installation of a 3.75kW roof mounted solar array using 15 ReneSola JC250M-24/Bb modules, 15 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work. SECTION 4: ESTIMATED CONSTRUCTION COSTS [tem Estimated Costs: Of'£cial Use Only Labor and Materials 1. Building $ 3,000 1• Building Peanit Fee:$ Indicate how fee is determined: ❑Standard City/Town Applica[ion Fee 2.ElecVical $ 13,000 ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing � $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: ' 5.Mechanical (Fire $ Su ression Total All Fees:$ Check No. Check Amount Cash Amount: • 6.Total Project Cost: $ 16,000 ❑paid in Full ❑Outstanding Balance Due: �� 13) SECTION 5: CONSTRUCTION SERV[CES 5.1 Construcdon Supervisor License(CSL) 102054 10/6/14 . Michael Rotondo � License Number Expiration Date Name of CSL Holder 61 Gellette Road List CSL Type(see below) No.and Street . Type Description . U Unrestricted B�ildin s u [0 35,000 cu R. Fairhaven, MA 02719 R Restricted 1&2 Famil Dwellin �Cit o�w/� State,ZiP � M Mason !/7�� . . RC Roofin Coverin /��"�,_'�1 WS Window and Sidin SF Solid Fuel Buming Appl�ances � � 401-215-7056 michael.rotondo@rgsenergy.com I Insulation Tele hone � Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 162709 4/6/15 � Alte[is Renewables dba RGS Energy HTC Registration Number Ezpiration Date � HIC Company Name or MC Registrant Name - 32 Taugwonk Spur,Al2 No.and Street kimberly.hendel@rgsenergy.com Stonington, CT 06378 860-535-3370 Email address Ci /Town State ZIP Tele hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Fai(ure ro provide I this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... C� 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 ro act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached j �� ' Print Owner's Name(Electronic Signature) � � - Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name 6elow,l hereby attest under the pains and penalties of pequry that all of the infortnation wntam d in thi application is true and accurate to the best of my knowledge and understanding. I,�,�.oPtiP 3 � � Prin—� r Authorize AgenPs Name(Electronic Signature) � ate � . NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor , (not registered in the Home Improvement Contracror(HIC)Program),will not have access ro the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Infomiation on the Construction Supervisor License can be found at www.mass. o� v/das 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(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 system Enclosed Open 3. "Total Project Squaze Footage"may be substituted for"Total Project CosP' I - :�,+/`= RGS I ENERGY 1��,` Clean Power.Bright Ssvings. Property Owner Consent Form � Owner. '�j�1�-.p1- �O*. � . ' Address: q�� "� St I S Town: �G �- State: M4 � Zip: O�q�� Phone: g�� S9S— G&� I hereby give permission to RGS Energy and their representatives to pull the r�quired permits for a solar „ installation on my property. ` � � � , ° a�� I�iy . i Property O ner Date ' � � 72 Taugwodc 3p�u.Al2.Stooinglaq CT 06378 � [eL 860.535.3370 � fe�c 413.6832225 � Rt3SGu�:tµyfi��u� .'� � "' . � — ��r� ��ri�iai�.iiiiar��i�/� r�� lu.;:,nr�ri,lr�/l; �� . i O�ce of Consumer Affairs ond Busmess Regulatian d '� "' • 10 Pork Plnza - Suite 5170 .,�_.,,� Boston.Mnssachusens 031]6 Hame Lnprovemem Contractor Registration Repi�Uatian. 182i09 � . lype• PAvale Corpwetbn F.qfiretMn. UBR015 T� b7222 A�TERIS RENEWABIES ItJC. MICHAEI ROTONDO � 72 TAUGWONK SPUR Al2 — •`- ST,ONINGTON,ct 08378 - - 1lpJalr Addrnt��ul relum an1.M■rk�cawn�tnr ehonue. � � AtlArex�� IteoeNd. 6mplu�^ineol I,oil Conl �..a rw.�e�� -,- . ,_ .., . ._ -�«. r.«,�.......�n`.: 'i�+u...tawi; . �.ay11111nN1'w.�eernftitnAttwim.NenbW�e 4lcenuxrrep191Yu�lanwUUfu�iqdl.idolmsanty ' � ��It/PrtOViM6MC6MtUCfOR. ��IAe�jD1ii154dsIt ICibwdMtmtu: � 1A1�CM. Ip27p8 �: aM1ttkfColnulx(�rARaMaMl6w�un(teprhqhp� m�: .�enom wnoncom�r+iw. iar.wram,s��.sim "`;e* Dn��oa��tA 03116 AITERIS RENEWA8tE5 Wt ' WUuO� ROTOtWO -�. � : . . . . .. . . 2RYW.QSBTANDIBNOR ;ywi�r.r,,.,�p.. I�.�j� ... �� \J'` CAkV�7.AM0Z�70. 1'Nlawtr�u7' ��ot�•atiUwilhau��FlpMlure �.�._ . ....-«-.,....�... .,... .� ._.._.........,.._ ...-.v...r....,..+.... d..- ..�. �' Va�e:i$*Witfli t4�aNiMwA+F�s+bwiti0M9 y�y� #.«un �F ..•. . 11�Mr•}4Wir�+M@nryt�tMxqa�±wN+Mn1s w�iwc`"'-" • 4W � Yxu�++Mwn`ia7,snwr (�.. �,�, . . �+tsrsk Clq6�W . ,�4 j �i. , .��'�1��.,� . aiN'11.1itdYYpfi�90++y Y�` �� clhl;I:I.CIi�M� {� . ' i'W�in:�MA�4TW �,t[ , . .� . ..f ..w � �. � � - ..eL.b.L+p �Yr+r�ww+e .Y1YdIM .9s�rx«www IOMtJAN i�r i�CT� . � . .' � . ... .. . . .. :� �. �'M�IYA�Fri11! IwMW�#�Is. � e 5 t _ � The Commonwealth ofMassachusetts Department of Industrial Accidents Office oflnvestigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apalicant Information Please Print Leeiblv Name(susiness/Organizacionnndi��duaq: Alteris Renewables, Inc. dba RGS Enerqy Address: 32 Tauqwonk Spur Unit A-12 City/State/Zip: Stonington CT 06378 Phone#: (860) 5353370 � Are you an employer?Check the appropriate box: Type of project(required): 1.0�I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New conshvction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprieto�or partner- listed oo the attached sheet k �� ❑ Remodeling ship and have no employees � These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers'comp. insurance 5. ❑ We are a corporation and its - required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work � right of exemption per MGL ll.❑ Plumbing repairs or additions mysel£ [No workers'comp, c..152, §I(4),and we have no 12.❑ Roof repairs � insurance required.] t employees.[No workers' 13.0 Other solar panels � comp.insurance required.] � 'Any applicant that chccks box#I must also fill out thc scction bclow showing thcir workcrs'compcnsation policy information. ' t Homcowncrs who submit this affidavit indicating thcy arc doing all work and chcn hirc oulsidc con[raclors must submit a new affidavit indicaling such. zContraclors[hat chcck this box mus[attachcd an additional shcct showing lhc namc of thc sub-contmctors and thcir workcrs'comp.poliry information. I am an employer that is providing workers'compensatron insurattce for my employees. Be[ow is!he policy and job site rnformatioa � Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 91 Orne Street City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation poficy declaration page(showing the policy number and expiration date). . Failure to secure covcrage as required under Sec[ion 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 ihat a copy of this s[atement may be forwarded to the Office of Investigations of[he DIA for insurance coverage vcrification. I do hereby cer i und � the p ins nd pena/ties ofperjury that the information provided above is true and correct. SiQnatur� �.�..� Date �� I I q I I`Y Phone#: (a60)535-3370 , Officia[use on[y. Do not write in lhis area,to be completed 6y city ar town o�ciaL � City or Town: PermiULicense# � � Issuing Authority(circle one): 1.Board af Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Othcr Contact Person: Phone#: March 15, 2014 To: Building Department/Construction Official From: James A. Marx, Jr. P.E. Re: Engineer Statement for Strom Residence, 91 Orne St., Salem, MA Solar Roof Installation I have verified the adequacy and structural integrity of the existing roof Main South (one layer composition)—2"x 8"roof rafters at 16" o- c, roof slope dimensions of I S'-4" with attic support beams so that rafter span approx. 9'-0",pitch 23 deg.; for mounting of solar panels and their installation will satisfy the stnactural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. • Far the installation of the solar mounting; the Unirac Solannount rails will be anchored to I, the rafters with L-foot supports having EcoFasten Green-Fasten with CP-SQ Bracket and flashing or equal to be located on the center of the rafters and will be securely fastened to the rafters at 32"with 5/16"x 3 %z" SS lag bolts. The inounting system has been designed , � for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All attachments must be staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the MA Building Code and loading requirements of roof mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally . . adequate. Sincerely� 2��,lTH OF MqSr9 p cy _ . . - �M1ESA.MARX,JR. � m CIVII, � f.,� -0 N0.3Fi3G� � /�// � ��C;�gTfFiE� 4i� James A. Manc, Jr. P.E. . �SS�oNni_ eN°i�°�� • Professional Engineer ��e� MA 36365 ., James A. Marx, Jr. • 10 High Mountain Road � Ringwood, NJ�07456 cc: RGS Energy� � March 15, 2014 . To: Building Department/Construction Official ' From: Jaines A. Mazx, Jr. P.E. • Re: Engineer Statement for Strom Residence, 91 Orne St., Salem, MA Solar Roof Installation I have verified the adequacy and structural integrity of the existing roof Main South (one layer composition)—2" x 8"roof rafters at 16"o- c, roof slope dimensions of 15'-4" with i attic support beams so that rafter span approx. 9'-0", pitch 23 deg.; for mounting of solaz ' panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. • For the installation of the solar mounting; the Unirac Solarmount rails will be anchored to , the rafters with L-foot supports having EcoFasten Green-Fasten with CP-SQ Bracket and flashing or equal to be located on the center of the rafters and will be securely fastened to � the rafters at 32" with 5/16" x 3 '/z" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. All , attachments must be staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the MA Building Code and loading requirements of roof mounted collectors. ' - -Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely� . ��,SHOF�yqSs � 9Oti -� � JAMESA.MARN.JR. m . O i U CIVIL N NO.36365 3�� P� �'F, � �- James A. Ma� Jr. P.E. '�s, `''STEa� �� , ' �:��NAL ENG � � Professional Engineer . � MA 36365 James A. Manc, Jr. � 10 High Mountain Road ' Ringwood, NJ 07456 � �. � cc:RGS Energy . • ` � " : c.� FOR CONSTRUCTION �\,��/,� �I �` Grid-Tied Photovoltaic System RGs DC Rating: 3.75 kW ENERGY Strom� OOV ClnanPokec3�9h[$adnge 91 Orne St 3sco�Bgio�kcsr°osais Phone(860)535-3370 Salem, MA 01970 Fax�413)683-2225 Jurisdiction: City of Salem ��,o-„Eo Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Titie 3.75kW DC�STC Scope of Work: General Notes: srRom, aos RGS Energy shall insta�l a 3.75 kW Grid-tied Photovoltaic("PV")System 1. System foilows any/all Fire Code Setbacks per Ordinances of the City PV-000 COVER 91 ORNE ST totaling(15) Renesola JC250M-24/Bb-b Modules with(15) Enphase Energy Of Salem. PV-A01 SITE PLAN SALEM, MA 01970 M215-60-2LL-S22 Micro- InveRer(s). The Modules shall be mounted flush to 2. Ail projects wili comply with the Ordinances of the City of Salem. Project# 10123109 the composition shingle roof and interconnected via load side breaker 3. Construction Hours:7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A02 MODULE LAYOUT connection. No time on Sunday or legal Holidays. oEs��R: Scott Horak 4. Product Data Sheets shall be included. F PV-A03 DETAIIS a�„E„ER Ryan Ward EqUlplilBilt Sp2CIfIC8t10I1S: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM ��o��„E. 2014-03-13 licensed contractoc < Module: (15) Renesola JC250M-24/Bb-b 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS inverter 1: (15) Enphase Energy M2�S60-2LL-S22 laboratory. � PV-G01 SIGNAGE Racking: UniRac SolarMount # BY Date Not� 7. Certifications shall include UL1703, IEC61646, IEC6�730. Attachment Flashing: EcaFasten Green-Fasten with 8. A continuous ground shall be provided for the Arzay and for ali PV-M01 BILL OF MATERIALS + CP-SQ-Siotted Bracket and Aluminum Flashing Photovoltaic Equipment. z 9. DC Winng shail be run in metal conduit or raceways within enclosed a spaces in a building. ` ,. a 10. Conduit, Wire systems and Raceways shall be located as close as ; Roof Specifications: Poss�bie to ria9es, rnPs, and oucs�de wan5. � li �` 5 3 Roof 7: '11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall » ComposiGon Shingle use guidelines that minimize the total amount of conduit by taking the (Single Layer) shortest path. 2"x 8" Rafters @ 16"O.C. 12. Space Requirements for elecVical equipment shall comply with NEC ' u= Pitch:23° � Azimuth: 190° Article 110. '�� Arcay Size: 15 Modules '13. Equipment grounding shall be sized in accordance with Table ; 250.122. g $It2 $p@CIfiC8tI0IlS: 14. Connectors that are not readily accessible and that are used in the � Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for " Design Wind Speed: �00 MPH opening and are required to be marked"Do not disconnect under � Exposure Category: C ' load"or"Not for current intercupting", per 690.33(c)&(e). � m 15. Ail signage to be placed in accorda�ce with Iocai building code. a Mean Roof HeigM: 25 ft m.�,. � Ground Snow Load: 40 PSF (Reducible) 16. Signs or Directories shall be attached to the electricai equipment or i� = located adjacent to the identified equipment. � .� ; I '� '17. Signs should be of sufficient durability to withstand the environment. �'� `+;:w t c, � .,,,� I a� ,, < All WOI'k t0 b@ Ift COfIlpII811C2 Wlth: 18. Any plaques shall be metal or plastic witti engraved or machine m ;..o y�a�;Y t I 2011 National Electrical Code(NEC) printed letters, or electro-plating, in a red background with white �-,t� ,�.,, £f� �^ : I 2009 Intemational Residential Code(IRC) lettering,a minimum of 3/8"height and all capital letters. R Aa�t� ,., i I 2009 Intematlonai Building Code(IBC) �c $�`"` � ` � 2012 Intemational Fire Code(IFC) �ry 1 � ! °+' Prepared By: � 2012 Uniform Mechanical Code(UMC) y � ' � t r aenn�rersrenne , ai ooas so r r: � CA�State Ucense p:8409 � 2012 Uniform Plumbing Code (UPC) _° :'�'` t' �� ucense7ypeC-ae MA 780 CMR, 8th Edition t � '� I -induding 2/4/11 revisions to Tables R301.2(4)8.R3012(5) � � �_r��„�t ,,''��',� ^t `" ""` N!A ASCElANSI 7-05 Minimum Design Loads for Buildings and Other ' � �f i k�t° ry/�k,-0 ! Structures , ': '' �. . '�' /P` 6 „ COVER As amended and adopted by City of Salem � ,��r i` �„ r*` �. , � �,. e,V, > �., �,• � ,s , '.w,`7 . r, � �� x _ ♦r�. '�a u 'w'"_ � � .�l w �e.,� .. -. , .�� '��=.= �. �� .4 . x PV-000 i'Y FOR.CONSTRUCTION ��I�� Equipment Specifications: ir��,a� Module: (15) Renesola JC250M-24Bbb � c� Inverter 1: (15)Enphase Energy M215-60.2LL-522 ��J Radcing: UniRacSolarMount ENERGY Gee.^.Powoc enyni Savl.�gs. Attachment Flashing: Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing 3z Taugwonk spur,a1z Stongi�ton,CT 06378 Roof Specifications: Pno�e�aeo�sas-aa�o fax(413)683-2225 Roof 1: Composition Shingle GRfD-TIED (Single Layer) . PHOTOVOLTAIC SYSTEM 2"x 8" Rafters @ 16"O.C. 3.75kW DC�STC Pitch: 23° � Azimuth: 190° Array Size: 15 Modules (E)Accessory Building STROM, BOB 91 ORNE ST SALEM, MA 01970 Project# 10123109 oa� Scott Horak , a��a Ryan Ward (N) PV AR2y 1: vewsonro�re. 201403-13 15 Renesola JC250M-24/Bb-b Modules 15 Enphase Energy M215-fi0-2L�-S22 Micro-Inverters �� (E)Accessory Building REVISIONS Composition Shingle Roof � 2"X 8"Rafters @ 16"O.C. (E)Single Family Dweliing � � � # By Date Notes Pitch23° �� O� i Azimuth:190° O� � 0 2 �� 3 �!3 s._ � � a o �• (E) Property Line 5 d � � j �,� � .� � , , _ .: � _ �� A� � ' � g � � (E) Driveway � x o � ❑ m a m 5 LL w a � I I � Prepared By: � i ry Equipment LOcation Outdoors: �ennNerarentl , al ooas so r ' (E)Utilty Meter CA State Ucense p:8409 Lieensa Type C-48 _.. �"= 125' Equipment Location Indoors: 91 ORNE ST x SITE PLAN (E) Main Service Panel (N) Envoy Monitor W E .{ NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV�AO i FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION s FOR CONSTRUCTION o�,1/�� . s�� RGS ENERGY $Q'_�j'" Qenu Pomen Er9h.�aY.n{s, 32 Taugwonk Spur,Al2 Stonginton,CI'06378 � Phone(860)535-3370 1'-3" 1'3" Fax(413�653-2225 $�_9,� 12�_6�� 8�_9,� 1'-'I" 11" GRID-TIED PHOTOVOLTAIC SYSTEM 3.75kW DC @ STC STROM, BOB 2'-5" 91 ORNE ST . SALEM, MA 01970 Project# 10123109 oes�cr�r+-. SCAtt HOf2k n��R Ryan Ward vEasiox onre. 2�14-Q3-13 REVISIONS � # By Date Notes 15'-4" � 12�_�� I z 3 II ! � 5 h 3 s 1'I" � $ 30' � X 0 m a B m IL w a g • Quantity of Attachments=52 @ 32"O.C. Preparea ey: I � • Maximum UniRac Rail Span between Anchors= 36" denntrefsrenn , e� oods so r CA State License p:8409 � • Maximum Allowable Cantilever= 12" Llcense Type C-48 • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2" Length s �F 1!4"= 1'-0" . All Dimensions shown are to module edges, including 1 in. Spacing beriveen Moduies required when using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. N MODULE LAYOUT • UniRac Requires one thermal expansion gap far every run of rail greater than 40' • Array Instalied according to the UniRac SolarMount Code-Compliant Installation Manual ver.227.3, E Pub 1106161cc,June 2011 q, • Attachment Locations, If shown,are approximate. Final adjustment of attachment location may be PV-A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. S _ �. ._ FOR CONSTRUCTION `�11/�� Ground WEEB& ��/1�� Module Ciamp RGS Unirac Solarmount E N E RGY ZdIBb b Rell W/L-fOOt a,:do a,w�r.eny.�,s�m.:ys. �C25oM� Green Fasten Fiashing: stongnronkcro53�aZ ' sh��g\e ECO-GFI-BLK-812 With Phone(860)535-3370 pos��o� C Module(TYP.) ECO-CP-SQ Compression Bracket Fax�413�683-2225 C�m R9�8(5��5 �' Rooftop / 5/'16"x 3.5'S.S. Lag Boit GRID-TIED w/2.5"Minimum Penetration PHOTOVOLTAIC SYSTEM 2 X$ 16� Sealed w/Approved Sealant p Ra�g�s @ 3.75kW OC�STC 2 X8 �G. STROM, BOB 91 ORNE ST SALEM, MA 01970 Project# 10123109 �;�ttachment Profile �� Attachment Detail ��EA S�ttHo�ak 1 Scale: 3/4" = 1'-0" G Scale: 1" = 1'-0" R�E�R Ryan Ward ��sw��*E. 2014-03-13 ' 12" Max REVISIONS Rail Overhang PV Modul� Roof Framing �2� M� # BY oate nlotes Rail Splice � + +. .. +. z Roof ' Attachment " � 5 � Anchors located s on aitemate roof framing members Stagger splice locations Min of 2 supports 32,,,Ma�c 11 within the each row of modules on either side of splice " M T Anchor Spacin SolarMount Rail with a mau spacing of 36" g $ 3 TYP Sta ered Attachment Detail � TYP Rail Splice Detail a �rs � �S m 9 8 m LL WEEBLug SS Washer a Module Frame Ground Wire 8�Nut SS BoR � Unirac Rail SS Bolt � Nib � $ Prepared By: U(11(3C JennlfefBrenN , al oodsSo r o UGG'1 � CA State Llceree A:8409 Llcense rype C-48 SS Flat Washer SS Bok � VARIES Unirac Rail DETAILS 5 Groundin Cli & Module ��Z Grounding Lug & Rail Scale: N.T.S. �J Scale: N.T.S. r-" ,_ e On I-'V H 3 FOR.CONSTRUGTION `�,��j� � � � Grid-Tied Photovoltaic System � RGs DC Rating: 3.75 kW ENERGY Strom, Bob ��..;�P��d,.��,��3. 91 Orne St 35tongn1to�kCT06378z Salem, MA O�97O Phone(860)535-3370 Fax(413)fi83-2225 Jurisdiction: City of Salem �R,o-nEo Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 3.75kW DC�STC Scope of Work: General Notes: , STROM, aos RGS Energy shall install a 3.75 kW Grid-tied Photovoltaic("PV")System 1. System follows a�y/all Fire Code Setbacks per Ordinances of the City PV-000 COVER 91 ORNE ST totaling(15) Renesola JC250M-24/Bb-b Modules with (15) Enphase Energy Of Salem. PV-A01 SITE PLAN SALEM, MA 01970 � M215-60-2LL-S22 Micro- Inverter(s). The Modules shall be mounted flush to 2. All projects will comply with the Ordinances of the City of Salem. Project# 10123109 the composi6on shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A02 MODULE LAYOUT I oe�,�ER: Scott Horak co�nection. No time on Sunday or legal Holidays. PV-A03 DETAILS 4. Product Data Sheets shall be included. a��a Ryan Ward E(�UIpIY12�t Sp@ClfIC8t1011S: 5. Rooftop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM �Rs�o��,e. 20140313 licensed contractor. Module: (15) Renesola JC250M-24/Btrb 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONs Inverter�: (15) Enphase Energy M215-60-ZLL-S22 laboratory. PV-G01 SIGNAGE Racking: UniRac SolarMount # BY Date Notes Attachment Flashing: Eco-Fasten Green-Fasten with 7. Certifications shall inGude UL1703, IEC61646, IEC61730. PV-M01 BILL OF MATERIALS � 8. A continuous ground shafl be provided for the Array and for all CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. z 9. DC Wiring shall be run in metal conduit or raceways within enclosed 3 spaces in a building. a 10. Conduit,Wire systems and Raceways shall be located as close as � RoOf SpeCifiCatlOns: possible to ridges, hips, and outside walls. 5 3 Roof 1: 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall Composition Shingle use guidelines ihat minimize the total amount of conduit by taking the (Single Layer) shortest path. 2"x 8"Rafters @ 16"O.C. 12. Space Requirements for electrical equipment shall comply with NEC � Pitch: 23° � Azimuth: 190° Article 110. -:� = ' Arcay Size: 15 Modules 13. Equipment grounding shall be sized in accordance with Table � 250.122. ' $ $It2 $p@CIfIC8t10t1S: 14. Connectors that are not readily accessible and that are used in the ^ Ocwpancy: 11 circuits operating at or over 30V AC or OC shall require a tool for " Design Wind Speed: 100 MPH opening and are required to be marked"Do not disconnect under °'. � � Exposure Category: C load"or"Not for current interrupting", per 690.33(c) &(e). �� m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. �� _�_ mGround Snow Load: 4� PSF (Reducib�e) 16. Signs or Directories shall be attached to the electrical equipment or = located adjacent to the identified equipment. • �^ a LL 17. Signs should be of sufficient durability to withstand the environment �g � *�>; �,,, ` � °� a All WOfk t0 bQ It1 CO�1pI18I1C@ WItI1: 18. Any plaques shall be metal or plastic with engraved or machine x � . ; # � � � � 201'1 Natio�al Electrical Code(NEC) printed letters, or electro-plating, in a red background with white �� ,,.,,,,~ q�3 ;' ' - _� 2009 Intemational Residential Code(IRC) lettering, a minimum of 3/8"height and all capital letters. ° �' i 2009 Intemational Building Code(IBC) 1�`� � =a�n g 2012 Intemational Fire Code pFC) �,- � � , �; vrepared ay: " '� � % �� JennHer Brantle , al oods So r � 2012 Uniform Mechanical Code(UMC) � �' ,r° � � 2012 Uniform Pfumbing Code(UPC) *�> ; �<� tl� r�' CA State LlcenseA:8409 MA 780 CMR, 8th Edition $ .4i� � �` " .; r,z � I.�censeTypeC-48 -including 2/4/11 revisions to Tables R301.2(4)8 R301.2(5) '" ' �� !�`��,r��,,�,^�m.�"',� ""` N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other ��q� c-� .� �4�, „„„_ � � SVuctures ` " ° k �� As amended and adopted by City of Salem ;: �.- ', �fi �P p'� ¢��z:�E � �,�p COVER �e,?��, � 5. � .. s '',,' i y P . � � y � _ ��-0� . i.1e*��i., . - �A,. � ..4 �� µ��^^ar � . �a ._ PV-000 � FOR:CONSTRUETION `�11/�� Equipment Specifications: �� Module: (15) Renesola JC250M-24/Bb-b RGS Inverter 1: (15) Enphase Energy M21S60-2LL-S22 Racking: UniRacSolarMount ENERGY Ck�.�P;�.:vr.engn:S�Wngs. Attachment Flashing: Eco-Fasten Green-Fasten m�ith CP-SQ-Slotted Bracket and Aluminum Flashing 32 Taugwonk Spur,A32 , Stonginton,CT 06378 ROOf S @CIfIC8t10t1S: - Phone(860)535-3370 p Fax(413)683-2225 Roof 1: Composition Shingle GRID-TIED (Singie Layer) PHOTOVOLTAIC SYSTEM 2"x 8" Rafters @ 16"O.C. - 3.75kW DC�STC Pitch: 23° � Azimuth: 190° Array Size: 15 Modules (E)Accessory Building STROM, BOB 91 ORNE ST SALEM, MA 01970 Project# 10123109 oesc�ew: Seott Horak REViENER Ryan Ward (�PV Array 1: ��o�w,*F. 20140313 15 Renesola JC250M-24Bbb Modules 15 Enphase Energy M215-60-2LL-S'22 Micra-Imer[ers � (E)Accessory Building REVISIONS Composfion Shingie R�f �� 2"X B" RaRers� 16"O.C. (E) Single Family Dwelling �y�� # BY Date Notes Pitdt:7.i` ' Aamuth:190' � � � z �� 3 ��,8.4 � � < y �� (E) Property Line 5 s �� - � � � � o � . m � � � � 8 0 � (E) Driveway � x o � ❑ m � m IL N 2 a 1 f � � � Prepared By: n Equipment Location Outdoors: �ennnererenne , ai ooas so r � (E) Utilty Meter cq s�ate�icense a:a4os L�enae Typa 048 °� 1"= 125' Equipment Location Indoors: 91 ORNE ST x SITE PLAN (E)Main Service Panel (N) Envoy Monitor W E NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV-A01 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION S �- FOR GONSTRUCTION `��+//� %/,,�� RGS ENERGY .32�_6•�� Giea^.Po�<.er.3.�i,m Sav:.�,:ae. 32 Taugwonk Spur,Al2 . Stonginton,CT 06378 �,_3,. �._3., Phone(860)535-3370 8�_9�� 12�_6„ $,.9,� Fax(413)683-2225 1'-1" �1" GRID-TIED PHOTOVOLTAIC SYSTEM 3.75kW DC�STC STROM, BOB 2'-5" 9'I ORNE ST SALEM, MA 01970 Projed# 10123109 . oesewer+: $COt(HOfBk a��a Ryan Ward �R��. 2014-0313 � REVISIONS # BY Date Notes '15'-4" � 12�_�� r . � 3 4 � 5 g � 11" u $ 30' � x 0 m a � m IL N Q � I � • Quantity of Attachments=52 @ 32"O.C. rrepared ey: ^ • Maximum UniRac Raii Span between Anchors= 36" Jennifer Brentle , al oods So r CA State Lic¢nse p:8409 ' • Maximum Ailowable Cantilever= 12�� Llcenae Type C.48 • Racking and Attachment: UniRac SolariNount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2"Length s �E 1/4"= 1'-0" • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Clamp Method. The Raiis Extend 3 in. Beyond the module edge. N MODULE LAYOUT • UniRac Requires one thermai expansion gap for every run of rail greater than 40' • Arcay Installed according to the UniRac SolarMount Cod�Compiiant Installation Manual ver. 227.3, E Pub 1106161cc,June 2011 �, • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be PV-A02 necessary depending on field wnditions.All attachments are staggered amongst the framing members. S :/ FOR CONSTRUCTION `��II�� Ground WEEB& ��1�� Module Clamp RGS Unirac Solartnount E N E RGY 2A��p.b Rail w/L-foot ciF��a:,.��,a�4� saw�;,3 32 Taugwonk Spur,Al2 �C25�M� Green Fasten Flashing: scong��con,cr oea�a ECO-GFI-BLK-612 With Sh��9�e Phone(860�5353370 pos�ao� G Module(TYP.) EC4CP-SQ Compression Bracket Fax(413)683-2225 C°�' 6t5 @�Ci �' Rooftop 5/'16"x 3.5"S.S. Lag Bolt GRID-TIED 8„Fta� w/2.5" Minimum PeneVation PHOTOVOLTAIC SYSTEM 2'X a�e�s @ 16 Sealed w/Approved Sealant 3.75kW DC @ STC " Z X9 R�G. STROM, BOB 91 ORNE ST SALEM, MA 01970 Prqect# 10123109 Attachment Profile � Attachment Detail DE9�GNEft SCAIIHO�aK 1 R��R Ryan Ward Scale: 3/4" = 1'-0" � Scale: 1" = 1'-0" . ver�sionoa�e. z01403-13 12" Max REVISIONS Rail Overhang PV Module Roof Framing 12��M� # BY oate Notes Rail Spiice � + ,. z Roof 3 Attachment ° � p 5 d Anchors located s on altemate roof framing members Stagger splice locations Min of 2 supports — — 32„-•Max •� within the each row of modules on either side of spiice Anchor Spacin SolarMount Rail with a max spacing of 36" g TYP Sta ered Attachment Detail �„� lYP Rail Splice Detail 0 3 �s � �s m a Y m WEEBLug SS Washer a Module Frame Ground Wire &Nut SS Bolt � Unirac Rail SS Bolt � i Nib � $ Prepared By: r Uf1if2C JennHerBranNe , al oodsSo r o UGC-1 CA�State llcerree p:8409 Ucense Type G46 SS Flat SS Bolt �� Washer VARIES Unirac Rail DETAILS � Grounding Clip & Module � Grounding Lug & Rail `� Scale: N.T.S. V Scale: N.T.S. PV-A03 c.� " Ren a ��II o � , 250W, 255W, 260W �. E��i•��r : High Module Conversion Efficiencies � � . . ...—.�_. _-, Oo � . �: ��. nea��k ��. Easy Installation and Handling for Various ApplicaHons � � "'��, � � Mechanical Load Capability of up to 5400 Pa Conforms with IEC 612152005, � �Fc e q '' IEC 61730:2004,UL 1703 PV Standards � �� j cmonmu� � 1509001,OHSA518001,15014001 Certified Q i ,._„ ... .... .. .� �'�. . s.r.ner. ;> Applicatlon Class A,Safety Class II,Fire HaHng C ""� - G��tee � . . .. . . � .. - . _. . ... . _.. __ _ . � .,.... _ _... . . o i00% , k `— �5 10 •. w 95% =' .� muterial& dI � � m 90% .._._...._.._. ..._.,_._ Adtled workmanshlp �'� � LL � V alue __ � as% i � E ' eF � . o eo% ..._ . .. . �_ ..� q'. '• L _ a 0% ------- � . � linearpower �. —______. 0 1 5 l0 15 30 � � 25 outpuf VEAR . . `,,,,` namm.EoaRooucr �` . � cLQus � � � �+�� i �'� ,�„ � PV CYCLE � \� Inrenek �I{� I � . • K� � � ,.•t., �.. � . Ren �� a zSOW, 255W, 26oW . � � a sexmm aamm 9osmm i Wrm' ' oM. a eoowm�° < e p BOOWhn' I I $ � ° W m' i E I � E E E a o $ P 240WIm �� o e• 0 6 10 1] 10 }5 3] SS N voimqoiy ' � . inaaianre�oow%m�l�aoow/m�soow/m�eoow/�ioomv/m�� rEXltienry�15.0M�l,bR%��Y6_3% ]61%� ]fi4% OvwlnBOnlYbrRelerena 1.--. . __ ��ar._..� . ' ' � . . ; . .� ..( � � •� Maximum Power�Pmav� SOW 355W ' .360W PowerTolerance 0^�SW O�KW O�KW Motlule Efficienq 15.1% 15]% 16.0% MazimumPawe�Cwrent�lmp� 8.31A 839A 8.53A Mavimum PowerVOltage�Vmp� 30]V 30AV 3p.5V � fiortCircui�Cunent�lsc� 8.83A B.B6A 8.95�1 ' OpenCircWtVoltage�Voq 3)AV 3ZSV 3J.6V Valuesal5�andardTestContlltlansSTC�N�Ma5sAM15,lnatlimref000W/m�,CellTemperaNre 25°Cj . . . . • .. .. .� ' '... . . . �� Maximom Vowe��Finax� 185 W 189W 193 W MarimomGowerNrrent�lmp) 6.5>A 6.63A 6JOA . MaximomGowaValcage�Vmp) 28.3V 28.SV 28.6V _ � SbonGrcWKurrent�y[� ].12p - )2pp ]2]p � OpenCirtuitVol[age�Poc� 35.OV 351V 35.1V � Valuesa[NormalOpentlngCellTempe�ature,ImElanceof800W/m�,speoVumRMLS,amblmnemperaNre20°C,winCspeeElm/z , . � 1 CeIITyOe Vlrlusll�Voly�ryslalline�156x156mm�60�6�10�palnsetles Tempera�ureCo¢(ficientofVo[ -0.30M/°C Glass , HigM1Tnnsmission,Lowlren,TemperetlGlass TemperawreCoefficientoFlsa Y 0.04M/'C � � kame pnotll[eEFluminumAlloy " Tempera�ureCoelficientofPmax .p,dpg�°( . IunctionBaa IP65/IP6]omG,witFbypasstliodes NomimlOperaHnB�eIITemOeraturt�NOR� p5��i2^� � Oimension •36<Oe993�00mm ' OuOput[ahle <mm'�EU�/l1AWG�U5�,30Wmm Weight 18.SMg � InsGlla6onHoleLaraHon SeeOrawingAbove [ontainer EO'GP� CO'GV EO'Np OpentlngSempen[urc {p°[-a85°C � PallebpeKanlalne� lE 38 }B Ma�Imum5y5[emVol[age 1000WC�FU�/6WVOC�l15) Viecesperfontainer 300 )OU ]]0 Maximum5eriesFuuRatlng 30R�EU�/lOA�Ui) rw:Ncvnw.m .ram w�r�R++M . . uumx.YM1imrt�mN.Cnb�M6N6+WnaeuEHmL+RMnnvbrirctlm ReneSola.com � `�1�/,� �. � RG S I E N E R G Y c /�R�e�iveo //1`` Clean Power.Bright Savings. 'Ny�pEV��ONAL SERVICES I0�4 MAR 24 A � 2� March 19, 2014 City of Salem Building Department 120 Washington Street,3�d Floor . Salem,MA 01970 Hello, I have enclosed a building permit applicarion, applicable fee and supporring documents for a residential solar installarion in your town.Please let me know if anything else is required to approve our permit. Once the permit is ready please use the enclosed self-addressed stamped envelope to send to us. Thank you and let me know if you need anything else, �v � Kim Hendel Operations Specialist _ � � � . - RGS Energy . 32 Taugwonk Spur Road,Al2 . � Stonington CT 06378 Ph 860-535-3370 ' � , Fax 413-683-2225 kimberly.hendelQRGSenergy.com - � r 72 Taugwonk Spur,Al2,-S,�oninglir�t CT 06378 I tel.860.535.3370 � fax 413.6832225 � RGSEnergy.cbm y � d ' � � � � : f i�'}�'a, .y .� �, 7 r { ,� �6: a � � S7� {fµ e . . ..:2Aq � ' s � i 4.� ,1 . . �.. fiY .�� . ..� r� :� � t � a� �,� §"N ��*l + � �� * i r � F9 F{�_g a k'a.'� m � { ;t��^��t �' ,'t" �y A1 �: �•.."K cdt.. .. ��. � �� ti �j�;• �^.-0 ; �$ � � i a:�� ` � �� Ft'�� r ; � �`�� a '� �>y� � �� + " P'�y � �y,: } (y- k �,� e+�+, `� � , 6 : .� � �s # 4 � � � �,t � { � y a. , �' +. 2� ' c . .r e t . t ♦a • �€ p t 4 c, c t� �'gytil- �d � �� k �I�S 4 �,d' [r �� 3� ��jE��,}e �� .jt � �� i� '�i$ � ti��'-�' �,M`�"il 3�� '4;yy [ �3 1Fa _ � � ti ,�� . ,,� � �, .� �g� , � � � � �� ry ° �� n -� GUID . . ,,. r � � �. � ,� � � u �� ,� �` � �I�e,e t �ClS, eIl r��PRODU T E � ,�r�• n K � { �� js .� � i v�.�c..i i .��`W 1 � § n t# . : §h.� . � '� . . 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M1�' , fi� a Nt�r � �� 5:.'• "r+ r t t �..�' �� t� � � , �� j.�r' F i L ' s h., 'V �t i` 1",�' �V�,� �i j � 1; • O � 5 a c �+ �x '�. �J �4 � ��'"' Y '�`�s u� �', �. �. ♦ . � 1.: � � sb . • , 1 Y � f! � ��' • �.r:_ :� .�, ` 4.a . • �„ +- . ''�) � � • �' . � .4 ' , � . : ��', . .. : � \ • '•. : �— .... % y * � � f ."� F . _ -W:,'.; :-.e� . � � \ I�,r�� y�'� .;}'iai�� '.3� � II R - 4 ..� � . ,., � - -�„ ,,,� �,.":"- � t�� I , �` '" ` - R . , ..A� _ - _ , � T.. . �.. �. �r . , „ �, - x �-e� � „r 1 F : � . .,, � ; ,*�,......+v - .ry .. _ _ ' -. ��.,� . -, . ,$ �,4y.i_ _ • y . � r.w..:� r —,—. . .. :- -- -. — . �,.. {-- .-_.. _ � I�-.-., � .__•__. . . _ ,. . - ..-,,,,-.. „-zm.:�+. .� ,...-..� :�.-'= ..: ' y ' ' � EcoFasten Solaro 877-859-3947 Committed to ihe Support of Renewoble Energy �- i., a x � v � a > � N '2 O i O o I+ p N - � Cn O i+ I+ N (n � W i� � 0 �+ 0 0 � w 0 0 _�+ _ � � � � o i+ ia '* o °' L� o � m m Z N D P �I+ o m ; Z � O 0 0 � N n � � � � 3 I W C � � � a u � 3 3 w s T T _. '� � �n = co �o � �— .n i5 �! O W L+. W T N in' N n � � �- m � in N — �i�� .. �� 1• � � . _ � ' � �'. . . . . - �.a.` ��r' . �4j . ;:� � �� GREENFASTEN'" PRODUCT GUIDE - GF-I �!"" � Bracket Opuons - CP-SQ ,� � ',�� '�- � , � � ,� �, ��i�� I�� , � � �d i i� ' __ 1$. �'� .3�$'_.��8 l""'" { ?s.xi +� i ; � � � r��, � �� - ry � #� � ' �at� c ( z a !M � o.'o � 2.��'_.�2$ � r� v ��.,r ;-d{ � "' w` .# '�'6, . . t � . a - � . k � , � 3 i._�IJ �. �H � ' . ��4 ��;p t� .� � � � � � . ` f o 0 ��t, he �.. . a . . n � � �� 0 2.��.�25 —�— � � � �, E t '� E � 0 V . . . I� F T � t M � n m i ^ n i F � � o �D.377±.010 THRU � � �/ .875�.010 X 82° NEAR SIDE .�1- • � � � � 4�A�S W '� i Compression Plate 2" X 2" Mill Aluminum : t � �O Emhsten Solar�All wntent protecred under copyright All righrs ruerved.02/16/I I � ��4q f p�� r y��, g � rM . ' � ar# �' , ; ,�, GREENFASTEN PRODUCT GUIDE - GF-I �',' ,'r SpecifrcaYions � , � � '�� PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be ' � � � A. Submit manufacturer's written specifcations. compatible with chosen roof application and ` � 1.1 SUMMARY B. Submi[standard product cut sheets. meet specifed pull out values as shown in load � � ��! A. WORK INCLUDES tert data. `� ��, I. GreenFasten solar attachment bracket that C. Submit installation instrudions. i� � attaches diredly to the roof deck D. Submit product speciflc load tert data,showing C. Base flashing is.032 gauge aluminum embossed �, - 2. Provide appropriate bracket and fasteners uRimate and allowable load values. to accept EPDM bushing. . �Y��; forthe roofsystem. 1.4 QUALITYASSURANCE D. Bushing is EPDM. � �� %,{ B. RELATED SKTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless -'��* iyy�l I.Section 07600:Flashing and Sheet Metal specifed roofing material and snowguards for no less and EPDM. ��,��' 2.Section 07500:Roof ng than 5 years in the area of the project. �� 3.Division I:Administrative and procedural 2.3 FINISH—Mill Finish � �� requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill fnish aluminum � F s,i ', 4.Division7:Thermal and Moisture Protection Inspect matenal upon delivery.Nofify manufacturer �b� " "� � B. Base flashing(choose one) �� . � within 24 hours of any missing or defective items Keep � +� � a ,, I.Z SYSTEM DESCRIP710N matenal dry,covered,and off the ground until inrtalled. I.Mill Finish 4 i� � � A. COMPONENTS: � t �� %�k 4' w` I. GreenFasten system consists of aluminum 2.Black-kynar painted � � �� v PART 2 - PRODUCTS �, r a ;� a Flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted +�i' � 3 bonded rtainless steel and EPDM washec z � /d,qNUFACTURER � 2 Fasteners I �_" � �* :� �' � EcoFasten Solar� PART 3 - EXECUTION � ' t � A.To be of inetal compatible with aluminum , - ( � 0 289 Harrel St Morrisville,VT.05661 r GreenFasten components. � w•* o (877) 859-3947 3.1 EXAMINATION Y� a ` � a B.Fasteners should be selected for rt � � www.ecofastensolacmm. A. Substrate:Insped structure on which brackets µ�'�,�� ! , �'+ compatibility with the roof deck - are to be inrtalled and verify that it will withstand x , � : o GFastener strength should exceed or be equal z z- �.LqTERIALS any additional loading that it may incurred.Notify P to that of the allowable load of the system. �� , j � a � A. Attachment Bratket General Contractor of any deficiencies before See tert data at www.ecofastensolar.com .` ti �- �. � 6000 SeriesAluminum (choose one) installing EtoFasten Solarbrackets. - " � �� 3. Sealant(if required by roof manufacturer): I. F I I I B. Ven(y that mof ng matenal has been installed � . E � to be roof manufacturer approved. �� 4. Aluminum.attachment bracket 2. L-101-3" corredly pnorto installing solar attachment brackets. � � � 3. L-102-3" � . 3.2 INSTALLATION ' "� ^' E • M B. DESIGN REQUIREMENTS: 4. CP-R A. Com I with architectural drawin s and � � � I. Bracket spacing to be recommended by 5. CP-SQ PY g t � f m . project engineers recommendations for location � projectengineer. 6. SL-102-6" m 2. Install a minimum of one fastener assembly 7. Z-101 of syrtem.Comply with Manufadurer's written � ! installation instrudions for installation and layout. Q 3. It is important to design new strudures or 8� Curtom . o assess exis[ing structures to make sure that . '^ they can wRhstand retained loads. � S Y � ,,, i . , LL _ f}' s ; �; . , �� OO&oFar.enSMafJAllmnten[pm[eaedundercopynghcAllrighnreserved@llblll $ec.$-I �_..�._��.-_� � . i., A � � �'W� w � ;y' � , ' ... � �t . .. . . � , GREENFASTEN'" PRODUCT GUIDE — GF-I ' i� American Wood Council Lag Bolt Pull-Out Ualues �i�' '� �,: � �"' , �, � ,�; yyM P� Y��¢} Z Lfi�Y , k. N��1�d� �� °� i Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) �� ,�, `-'y '; Lag screw specifications Specific �j ''. ,r 5/I6"shaft" �� j '+ ii.s Gravity � � �Tt . per inch thread depth . � �a y � C� �� . � Douglas Fir,Larch 50 266 �i?S': '! " � DouglasFir,South .46 235 a � f i�� ,' 6, � � Engelmann Spruce,lodgepole Pine .46 235 � � ;r �.ji „;+ � ` (MSR I 650 f&higher) .� ,�; t' � ; r � � Hem,Fir,Redwod (dose grain) .43 212 � ��(;� _ � a Hem,Fir(North) 46 235 � � " '� . { `^ � Southern Pine .55 307 Thread �E 3 t Depth -�,,,,Y ' .� ��, o � Spruce,Pine,Fir .42 205 � � ' � ;� �+ v Spruce.Pine,Fir 50 266 � (E of 2 million PSI and higher � grades of MSR and MEL) . ^ � � � � � , , : P N � � � � . r , � � ! o i � N C �� . Y I A LL II* w � .,/ i . � . . � . � �^ OO EmFanen Solo�AO mntent p�tetted under ropyiighc AN iighss reserved. 02/I6/11 $eC.6-� i � . . . . - . . . . ::�UNIRAC� � A Hlll l GFOlIP(OMPqNY SolarMount Technical Datasheet Pub 110878-1td V1.0 Auguat 2011 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 8ottom N�� (hidden..se alloys:6005-T5,6105-T5,6061-T6 Up Clip , �o • Ultimate tensile: 38ksi,Yield: 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 authorized UNIRAC documents • Assemble with one Y."-20 ASTM F593 bolt,one Ya"-20 ASTM F594 serrated flange nut, and one Y<"flat washer � : 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 Module edge must be fuliy supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut ' Applied Load Averege Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, � � ��"' Ibs(N) Ibs(N) FS Ibs(N) m 'N 7ension,Y+ � 1566(6967) 686(3052) 228 1038(4615) 0.662 Y J_" �.." Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441 � —�_i.a (.._�X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a . . . . - . . . . - - :e°UNIRAC� q HILii GFOUP COMN4NY SolarMount Mid Clamp �art No.302101C,302101D,302103C,302104D, 302705D,302106D � ma ` ,, Bolt • Mid clamp material: One of the following extruded aluminum Mid �a e Nu alloys: 6005-T5, 6105-T5, 6061-T6 Clemp • Ultimate tensile: 38ksi,Yield: 35 ksi • 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 • Va�ues 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 serrated flange nut Beam • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to paR 1 section 9 of the 2005 Aluminum Design Manual and third- _ party test results from an IAS accredited laboratory I Applied Load Average Allowable Safety Design Resistance �momera�*—=-_-` Directfon Ultimate Load Factor, Load Factor, . ee�vnennoancs !�f Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 i Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665 Y � — 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, 302003D,302004C,302004D,302005C,302005D, - � 302006C,302006D,302007D,302008C,302008D, 3ozao9c,3o20oso,3oza�oC,3o2ottC,3ozo�2c • End clamp material: One of the foliowing extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 olt � Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 Ibs (26g) ' �" d�p • 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 Unirac Y:'-20 T-bolt and one K"-20 ASTM F594 Bea 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 �--�X • � �.s � Applied Load Average Allowable Safety Design Resistance G M°"""" Direction Ultimate Load Factor, Loads Factor, 1ep1 Ibs(N) Ibs(N) FS Ibs(N) m img � Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 �roowe Tn1O�1f5S� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 � � Sliding.Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifled=ia-I�ches�uraless�eted . • � • • - . . . . :e�U N I RAC . q HILiI GRpUP COMVANY 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 tenslle: 38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized • L•Foot welght:'varies based on height:—0215 Ibs(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 connection: � •Assemble with one ASTM F593'/;'-16 hex head screw and one � e�rated ASTM F594'/a"serrated Flange nut Flange Nu. •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety fadors are determined according to part 1 section 9 of the 2005 Aluminum 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 ��i Applled Load Averege Safety Design Resistance ttuOTrOh I Direction Ultimate Allowable Load Factor, Load Factor, �"�°w�� Ibs(N) Ibs�N) FS � Ibs(N) m L__�o� __i'�` Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 . 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,X3 486(2162) 213(949) 228 323(1436) 0.664 a � • . • . - . . . . - - :�UNIRAC n wm caour mMrnNv SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-6, 310168D 310208C, 310208C-6, 310240C, 310240C-B, 310240D, 410144M,410168M,410204M,410240M PropeR�es Units SolarMount SolarMount HD Beam Helght in 2.5 3.0 Approximate Weight(per linear ft) 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-Axis) in' 0.113 0.221 � Moment of Inertia(X-Axis) in° 0.464 1.450 Moment of Inertia(Y-Axis) in° 0.044 0.267 Radius.of Gyration(X-Axis) in 0.289 1.170 Radiu§of Gyration(Y-Axis) in 0.254 0.502 y : y �� i � � .y�;-�^t�„ � �, `.�ina�,.�� 63 .ae�a qro�s; ' .** SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728� �"HIX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR � SLOT FOR BOTTOM CLIP 2.500 60770M CL[P � � 3.000 1.316 � t SLOT FOR 3�N"HEX BOLT 0 SLOT FOR 1.385 � I . 3�8" HEX BOIT I I - 387� J_L 750 1.207 Y 1, 1.875 � ► I...►X � �.,..,►X . SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted . � 3/8-16 X 3/4" SS HEX BOLT 3/8-16 p,, SS FLANGE NUT {�I � V � � 3• � �c�� c'_ �\� 4� `� 6105—TS ALUMINUM �. � 00� � � � �� SolarMounUSunFrame CO2008 UNIRAC, INC. � 1411 BROADWAY BLVD NE - , 2�� Aluminum ALBUQUEROUE, NM B7102 ��, � Serrated uN°R"nc.coM Z`2_s"' L-Foot � UNIRAC-310068 S:\AutaCad Detall Library\CAD\UNIRAC-310068_2in Serrated L FooLdwg, 6/24/2008 1:44'32 PM