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30 FEDERAL ST - BUILDING INSPECTION (2) �/��I � � � �� -� s so ��F+�e. 3 c�,� T6- I �l -► 20� �- • � The Commonwealth of Massachuset R � SERYICC ' �n� Department of Public Safety IN�ECTIO�A �\d�Yu� Massachusetts State Building Code(780 CMR) C � "; , � Building Permit Application for any Building other than a One-or Tw��t IbvdellSrig ('I'his Section For Official Use Only)"':-� � � � � , BuildingPermitNum6er: DateAppliedi. �.BuIlding.Official:" � SECTION 1:LOCATION(Please indicate Block#and Lot#for�locaHons for which�a street address�is notavailable) 30 Federal Street ' Salem 01970 . No.and Street � City/Town Zip Code Namc of Building(if applicable) � � � � .�SECTION�2:PROPOSED�WORK � ' � - � - ' ' � Edition of MA State Code used_ If New Construction check here�or check all that apply in the hvo rows below �� Existing Building❑ Repair❑ AlteraHon ❑ Addition❑ Demolition ❑ (Please fill out and submit Appendix 1) I Changc of Use ❑ Change of Occupancy ❑ Other � Specify: solar Are building plans and/or conshuction documents being supplied as part of this permit application? Yes � No ❑ ', Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ I Bxicf Description of Proposed Work: Installation of a 7.25kW roof mounted solar array using 29 Canadian Solar CS6P-250P � modules,29 Enphase M215-60-2LL-S22 micro inverters and all associated electrical work. - SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING�UNDERGOING�RENOVATION;�ADDITION,OR � CHANGE IN USE OR OCCUPANCY �. � � � � " Check here if an Existing Building InvestigaHon and EvaluaHon is enclosed(See 780 CMR�34) ❑ Existing Use Group(s): �o ice Proposed Use Group(s): no change �� SECTION 4:�BUILDING HEIGHT AND AREA� _ � � � � Existing � Proposed No.of Floocs/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) . SECTION 5:USE GROUE(Check�as applicable) � � � � A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A-4�❑ A-5❑ B: Business � E: EducaHonal ❑ F: Facto F-1❑ F2❑ H: Hi h Hazazd H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R-2❑ R3❑ R-4❑ S: Storage S-1❑ S-2❑ U: Utility❑ Special Use�and pleasc describe below: Special Use: SECTION 6:CONSTRUCT[ON 1'YPE.(Check as applicable)- � IA � ' IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIBO IV O VAO VBD � SECTION 7:SITE INFORMATION(refer to 780 CMR 111A�for details on each item) � � Trench Permit: Debris Removal: Water Supply: Flood Zone InformaHon: Sewage Disposal: Public❑ Check if outside Flood Zone❑ Indicate municipal 0 A�'ench will not be Licensed Disposal Site❑ � Private❑ or indentify Zone: or on site system❑ required O or trench or specify:� permit is enclosed ❑ Railroad right-of-way: Hazards to Air NaqigaHon: MA Historic Commission Revicw Proccss: . Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Ycs O or No❑ Yes❑ No ❑ ' SECT[ON 8:CONTENT OF CEATIFICATE OF OCCUPANCY " - Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: � Special Stipulations: �Q�f�CI l.� �I'') (o SECTION 9: PROPERTY OWNER AUTHORIZATION� , � �I Name and Address of Property Owncr i Robert Lutts 216 Essex Street Salem,MA 01970 ' Name(Print) No.and Street City/Town � Zip Property Owner Contact Information: g7g _ 745_ 9233 rob@ecabot.com Title Telephone No. (business) Telephone No. (cell) c-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town State Zip to act on the ro er owner's behalf,in all matters relative to work authorized b this buildin ermit a licarion. - SECTION 10:CONSTRUCTION CONTROL(Please'fill out Appendiz 2)'�- � �� _� ff buildin is less than 35,000 cu.ft.of enclosed s ace and or not under Construction Control then check here O and ski Section 101 . 10.1 Re 'stered Professional Res onsible for ConstrucHon Control�� . � � � �' - � IVame(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Datc 103.GenetalContractor ^� � � -�� -" � � � � - � � Alteris Renewables dba RGS Energy Company Name TravisGenatossio ��1Q� (', ^� �.'SL ��205�' Nam¢of Person Responsible for Construction License No. and Type if Applicable 32 Taugwonk Spur,Al2 Stonington CT 06378 � Street Addr¢ss City/Town State Zip 860_535_3370 kimberly.tiendel@rgsenergy.com Tele hone No. business Tele hone No. cell e-mail address SECTION 11:WORKER$'COMYENSATTON iNSURANCE AFFIDAVIT M�.G.L.r.152.§25C 6 ..�,a � � _ A Warkers Compensafion Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this applicarion. Failure to provide this affidavit will result in the denial of the issuance of the building permit. is a si ned Affidavit submitted with this a lication? Yes L� No O SECTION 12:CONSTRUCTION COSTS AND�PERMIT�FEE � � Item . Estimated Costs: (Labor and Materials) Total Construcrion Cost(from Item 6)_$ 1.Building $ 6,000 Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ 25,000 appropriatc municipal faMor)_$ ' 3.Plumbing $ � 4.Mechanical (HVAC) $ Note:Minimum fe¢_$ (contact municipality) 5.Mechanical Other S Enclose check payable to 6.Total Cost $ 31,000 . (contact municipality)and write check number here - � � SECTION 13:SIGNATUREAF BUILDING PERMIT APPLICANT � , . � . .. By entering my name below,I hereby attest under the pains and penalties of perjury that all of the mformation contained in this application is true and accurate to the best of my knowledge and understanding. . ��DQ� I iI� �� °"'� IW1 �lU�/�W1 �QJM�r kG 5 860_535 _ 3370 Please print and sign name Titl Telephone No. Date 32 Taugwonk Spur,Al2 Stonington CT 06378 � � � Street Address City/Town State Zip Municipal Inspector to fill out this secHon upon applicaHon approval:.� : ' `�"� � / �l �'� .Name. . �-Date � , Salem � Redevelopment Authority September 11, 2014 Mr. Robert T. Lutts 216 Essex Street Salem, MA 01801 Deaz Mr. Lutts: I Enclosed please find the SRA decision regarding the installation of solaz panels at 30 ' Federal Street. I am copying the City's Building Inspector so that he is awaze that your project has been approved by the Salem Redevelopment Authority. If you have any questions, please do not hesitate to contact me. Sincerely, � Andrew Shapiro Economic Development Planner Enclosure(1) CCc:_Thomas-St.-P-ierre � Sa1em ` � � Redevelopment Authority Salem Redevelopment Authority Decision September 10, 2014 30 Federal Street: Discussion and vote on installation of rooftop solar panels I SRA Decision At its meeting on September 10, 2014, the SRA voted 5-0 to approve a September 3, 2014 DRB recommendation to approve the installation of solar ' panels atop the roof at 30 Federal Street as presented in a packet dated 8/21/14, on the condition that a 30`h panel be installed in the upper left-hand corner of the roof, nearest the chimney, in addition to the original 29 that were proposed. DRB Recommendation At its meeting on September 3, 2014 the Design Review Board voted unanimously in favor of the proposed project to install 29 solar panel atop the roof at 30 Federal Street conditional upon the applicant adding one additional panel in the upper left- hand corner to make an even 30 panels. Staff Comment for SRA Meeting The applicant has agreed to mount a 30�h panel at the request of the DRB. The 30cn panel is not shown in the materials enclosed, but the applicant has agreed to install it. I Proposal for September 3 DRB Meeting I The applicant proposes to install an array of 29 solar panels atop the south-facing rooftop at 30 Federal Street, which can be seen while looking toward the MBTA station. According to the scope of work provided starting on page 6 of the enclosed packet, the system will be flush mounted to the roof. The enclosed rendering show ' the panels to be a dark shade of blue. Staff Comment �' The plan on page 7 shows an exterior meter. I will request more information to be provided from the applicant in regard to the meter and any potential conduits that may be associated with connecting the panel system to the unit. , FOR.GONSTRUGTION `��dl�� ` ' Grid-Tied Photovoltaic System � ' xcs DC Rating: 7.25 kW ENERGY Clean Por:M.E�ht S:�vnys. �. Lutts, ROb 327augwonk5pur,Al2 30 Federal St sto�g��o�,CT06378 S81em, MA O�97O Phone(860)535-3370 Fax�413)683-2225 Jurisdiction: Town of Salem Sheet �ist GRID-TIED PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 7.25kW DC @ STC Scope of Work: General Notes: Pv-000 coveR LUTTS, ROB RGS Energy shall install a 7.25 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the 30 FEDERAL ST PV-A01 SITE PLAN totaling (29) Canadian Solar CS6P-250P Modules with(29) Enphase Energy Town Of Salem. " 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-A02 MODULE LAYOUT Project#10122941 on the asphalUcomp. shingle roof and interconnected via supply side tap. 3. Construction Hours: 7am-Spm Monday-Friday, 9am-Spm Saturday, pV-A03 DETAILS oEs,�H�,: DKN No time on Sunday or legal Holidays. 4. Product Data Sheets shall be included. - PV-A04 MATERIALS R��R RW EQUIp(11@11t Sp@CIfIC8t1011S: 5. Rooftop peneVations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGR.4M `��1ON°"TE 2014-0618 licensed contractor. Module: (29) Canadian Solar CS6P-250P 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS REVISIONS Inverter1: (29) Enphase Energy M215-60-2LL-S22-IG . laboratory. Racking: UniRac SolarMount PV-G01 SIGNAGE # BY Date Notes 7. Certifications shall include UL1703, IEC61646, IEC61730. Attachment Flashing: Eco-Fasten GFeen-Fasten with g. A continuous ground shall 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. p� i � � 4 Roof Specifications: �o. co�d��t, Wire systems and Raceways shafl be located as close as • � � ,� Roof 1: possible to ridges, hips, and outside walls. '°` + ,� �:_ � �� 5 S Asphalt/Comp. Shingle 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall r ` '�� (Single Layer) use guidelines that minimize the total amount of conduit by taking the 4 ' 2"x 10" Rafters @ shoAest path. F A 16"O.C. 12. Space Requirements for electrical equipment shall comply with NEC . �� Pitch: 30° � Azimuth: 173° Article 110. �, � ��;`��( � � � Array Size: 29 Modules 13. Equipment grounding shall be sized in accordance with Table , ..� , ,r✓� 250.122 "'e^° .. " � ' '�:�'��€z 8 $It@ $p@CIfIC8t1011S: 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 � x opening and are required to be marked "Do not disconnect under �. Design Wind Speed: 100 MPH $ � � F�cposure 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. :w I � �, 16. Si ns or Directories shall be attached to the elecVical e ui ment or m Ground Snow Load: 40 PSF (Reducible) 9 Q p < "°�- ;�� located adjacent to the identified equipment. �� C " '� ' _ , s Adj. Roof Snow Load: 30,8 PSF �,,,, �i� y � 17. Signs should be of sufficient durability to withstand the environment. . , r � �'r � a All WOfk t0 b@ I� COIII p11811C@ Wlth: 18. Any plaques shall be metal or plastic with engraved or machine � � * �.� d 2014 National Eledrical Code (NEC) printed letters, or eledraplating, in a red background with white j`" °� ane e� ,�;� �"� � s�� letterin a minimum of 3/S"height and all ca ital letters. {" 2009 IMemational Residential Code pRC) 9' i P - �.,;; ` ° �,x� ��.�.�� 2009 Intemational Building Code(IBC) '`qy._ �� _ ,�e aa, "°^n �+ �q „�� ,� � 2012 Intemational Fire Code (IFC) .e .n o �� ` ~• wa:nNg�nz. rvF �e°n.}�9�' �k�cem*�� 2012 Uniform Mechanical Code(UMC) �^^ £ � 2012 Uniform Plumbing Code(UPC) . .�dz , g „ , ` .�..x�, ' u , o MA 780 CMR, Sth EdiUon ' , s,L t,, •� � -including 2/4/11 revisions to Tables R301.2(4)& R301.2(5) ' ` �' � ,+�F ;w �� "" N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other i "r s £' �' � `�,as,; ; Structures r + � �� s '�` „ „„,, F *� . � , C�VER As amended and adopted by Town of Satem 9 �� ,.a`�'e�;�"'�;.,„, f r f t .�.� , ..�a,.�., ��''. � + � « �a�,m.K,, - � �.�_ �.. g _s_ �� _ . . PV-000 , FOR:CONSTRUGTION ��//� � � __ _� 1 , -- -_ -- -- -- ; RGS ��-"-- ' E N E RGY i � Cfsen P=.wer.ert9n:Snuings. t � j (E) Property Line � 3Stongi�onkCT06378Z I � Phone(860)535-3370 � � Fax(413)683-2225 � 1 Equipment Location: Exterior � (E) Utilty Meter GRID-TIED 1 � Equipment Location: �nterior Mechanical Room PHOTOVOLTAIC SYSTEM i . � (E) Main Service Disconnect i � (E) Electrical Gutter with Taps Per Unit 7.25kW DC @ STC 1 � (E) Utilty Meter- Per Unit (E) Multi Family Dwelling LUTTS, ROB j (E) Main Service Panel- POI 30 FEDERAL ST � I (N) Fused PV AC Disconnect SALEM, MA 01970 � 1 (N) PV Production MetedMonitor Project# 10122941 , 1 ' ; (N) PV AC Combiner Panel � �s��HEa: DKN I ; a��a RW � ► veasioNwre. 2Q14-0618 1 � � i ' , j � REVISIONS 1 � � . � � � # BY Date Notes � j � j �o`� � i _ � � z N � ! 3 , !O ' ' 4 " � � 5 r � � I � d � � � o ' � � � � 1 � 1 � ' � � � ' � a a n � � x � � . o � ' � � � � d" � m � � i 'u ' " I m � �v = i •.^. y � � . �.... � .. a � � .� . . " � � . . • � � � � ...� '.•. ; � � ' � 1 yn . � N 1 � � �.J � 1 � � � • 4• ��•��.�� . 1/16"= 1'-0" '' x SITE PLAN Federal St (E)Walkway W E : PV-A01 � 5 FOR.CONSTRUCTION `�,1�j' PV ARRAY 1 - MECHANICAL LbADS ' � � �l��`\� Arzay Area: 515.7 ft' Totai Photovoltaic Dead Load: 3.12 psf RGS ArrayWeight: �608.71bs Avg. DeadLoadperAnchor: 17.91bs ENERGY Anchor Qty.: gp c��,Powe�.a�n:c��fls. 32 Taugwonk Spur,A32 � � Design Values by Roof Zone: Camer Egde Interior scongin�on,CT06378 Max. UniRac Rail Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. Pnone(a5o)535-ss�o ' Faz(413)683-2225 Max. UniRac Rail Cantilever: 16 in. O.C. 16 in. O.C. 16 in. O.C. Adjusted Anchor Span: 32 in. O.C. 32 in. O.C. 32 in. O.C. GRID-TIED Downforce Point Load: 307.8 Ibs 307.8 Ibs 307.81bs PHOTOVOLTAIC SYSTEM Uplik Point Load: _179.1 Ibs -179.1 Ibs -150.1 Ibs 7.25kW DC�STC Minimum Anchor Strength: 7071bs LUTTS, ROB Average Safety Factor: 4.40 30 FEDER,4L ST SALEM, MA 01970 30' Project# 10122941 . oesiexeR� DKN R��R: RW veRsion on�e. 2014-06-18 REVISIONS � # BY Date � Notes i Z — � 3 I _ -- a m � 20�_4„ 5 � Landscape Modules Require Vertical Rails � 16'-4" "' with Unistrut Sub-frame 6�_�� X � � 1� m � m 35'-6" li N 2 p � Q V1 36'-11" � • Total Quantity of Attachments=90 • Roof Zones are defined by dimension, a= 3.0 ft. � • Maximum Allowab�e Cantilever for UniRac Rail is J/3 the Maximum Rail Span • 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" Lengths �° 3/16"= 1'-0" • All Dimensions shown are to module edges, including 1 in. Spacing beiween Modules required when usi�g the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. N MODULE LAYOUT • UniRac Requires one thertnal expansion gap for every run of rait greater than 40' • Array Installed according to the UniRac SolarMount Code-Comp�iant Installation Manual ver. 227.3, a, Pub110616-1cc,June2011 E - . Attachment Locations, If shown, are approximate. Finai adjustment of attachment location may be PV—AO2 necessary depending on field conditions.All attachments are staggered amongst the framing membeas. S I _ FOR:CON$TRUCTION `��1`jo ' � Ground WEEB& • • �� Module Clamp RGS Unirac Solarmount E N E RGY � Rail w/L-fOot cwr,rz vmeer.anyn;sevings: 25�p 32 Taugwonk Spur,Al2 G56P� Green Fasten Flashing: scongincon,cro53�a Sh`�g\e � ECO-GFI-BLK-812 With phone�860)535-3370 �GoMp Module(TYP.) / ECO-CP-SQ Compression Bracket Fax(a13)5s3-zzzs psPha� �6 �G� Rooftop 5/16"x 3.5"S.S. Lag Bolt GRID-TIED � ,�yaKe�s wl2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2^X�� 16� Sealed w/Approved Sealant �e�s @ 7.25kW DC�STC 2 X��G� LUTTS, ROB 30 FEDERAL ST SALEM, MA 01970 Project# 10122941 Attachment Profile � Attachment Detail oEs��ER oKN 1 Scale: 3/4" = i'-0" � Scale: 1" = 1'-0" aE"'�R RW vEAsiorvonre. z014-OFY18 16" Max 16�� M� REVISIONS Roof Framing PV Module Rail Overhang � Rail Splice Rail Overhang # eY Date Notes �� , Roof 2 Attachment 3 u d � Anchors located s gon altemate roof s framing members Stagger splice locations Min of 2 supports + .�. + ,: within the each row of modules on either side of splice 32"Max with a max spacing of 48" Anchor Spacin SolarMount Rail = 3 Sta ered Attachment Detail T . � Rail Splice Detail $ Nrs � N-rs � x 0 m ;, Ground WEEB& m Module Clamp IL Q Module Frame Unirac Solarmount SS Bolt Bracket w/L-Foot Nib Module(TYP.) —�`/ '� (Long Side Down) 1-5/8"Sq. UniStrut „ Unirac � Slotted Channel o UGC-1 - ^ � Green Fasten Flashing � Rooftop ECO-GF1-BLK-812 With ECO-CP-SQ Compression Bracket 8, VARIES Unirac Rail 5/16"x 3.5"S.S. Lag Bolt w/2" Minimum Penetration DETAILS �C� GrOUC�IdII�g CIIp CX MOdUIe _ Sealedw/ApprovedSealant Scale: N.T.S. ` Vertical Rail Detail V Scale: i" = 1'-0" PV-A03 Appendix 1 ' For the demolition of structures the building permit applicant shall attest that utility and other , service connections are properlyaddressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit , application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot# for locations for which a street address is not available) 30 Federal Street Salem 01970 No. and Street City/Town Zip Name of BuIlding(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where a licable No. Item Submitted Incom lete Not Re uired 1 Architectural � 2 � Foundation 3 Sh�uctural " � 4 Fire Su ression � � 5 Fice Alarm ma re uire re eaters 6 HVAC 7 Electrical . 8 Plumbin include local conncctions 9 Gas Natural,Pro ane,Medical or other 10 . Surve ed Sitc Plan Utilitics,Wetland,etc. 11 S ecifications 12 Structural Peer Review 13 Structural Tests&Ins ecfions Pro am . 14 Fire Protection Narrative Re ort 15 Existin Buildin Surve /Investi ation 16 Encr Conservation Re ort 17 Architectuial Access Review 521 CMR 18 Workers Com ensation Insurance � 19 Hazardous Material Miti ation Documentation � 20 Other S eci - � 21 Other S eci 22 Other S ecif 'Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be wmmenced unHl this application has been amended and the proposed construcHon document amendment has been approved by the authority having jurisdiction.Wark started prior to approval may be subjected to hiple the original pennit � fee. Registered Professional Contact Information . Name(Registrant) Telephone No. e-mail address RegisMation Number Street Address City/Town State Zip Discipline Expirarion Date ' Name(Registrant) Telephone No. � e-mai]address Registrallon Number � Street Address Ci /Town � � State Zi Discipline ExpirafionDate � Name(Registrant) Telephone No. e-mail address RegisMation Number Sheet Address Ci /Town State Zi Discipline Expiration Date i _.., -. _ ,. . .� � � # tl/, . . ,:� � RGS I E�IERGY , 1�r�` Clean Power.Bright Snvings. Property Owner Consent Form ; ' Owner: �.�,�}5 � Q6erz.c�- �� • Address: � �P an f O..l S�• � Town: �a\�.�.,. � State: M,P, e ,-�- � Zip: �� i Phone: �l`7� �L(5 ��,', , • � . I hereby give'permission to RGS Energy and their representatives to pull the required permits for a solar installation o� my property. , � � , � �� - � .. W ` (�/�� i!� � ^�erty Owwet_ �� t� �J �?,�-�-�",� u , Lo.be`CC� 1117�1� ��K��r,��'i.�- • 32 Teugwonk Spur,Al2,Smningloq CT 06378 � tel.860.5353370 �. fax 413.6832225 �� ftGSLaiotgy wm. � , - = �'1/,� ��1,,,,,,,f,,,,r;-,,/i/, �� ll,.;.�,,.%,,.,,,ir, k_ ., '� Office of Consumer Affairs und Bu§iness Regulation �?;,,�., t" . 10 Pnrk Plaza - Suite 5170 Bos�on.Mussnchusetts 021 I b Home lmprovement Centrnctor Registration - Repialrslion. 182708 , Type� PMale Coroorelion E.imiretlon �IBQDtS TN 23722Y ALTERIS RENEINABLES INC. I MICNAEI ROTONDO "" — 32 TAUGWONK SPUR Al2 ---- - STONINGTON, ct08378 I!pdale AddtHf�aJ retum cud.\tuk rcnwn fnr tM1nnpr. � Addresf Neuewai 6mplo.'ment I.oa(`onl a., o x,r,��. ... ._ . +:. r.«..,�..,,�..r.�,.: ii,.�:...:.,.r, �i.�;,,i1Ritlpll'wtio�nAflYMbOW{en�qry�l�llne 4�roenrreYNtff�Lm�ullJforfaAirldoluKonh� fi1MPItOYiMHMCON1MCiOR Mton�hr��pin/i"nrid�ia lffauadrtl6entn: qi� 11WC11: 16Tip9 ryp�i OflkealCon>uwkrAlfainenJOtii�mtsRe��afin� Z f'�aWnlbn: �RRDIB PArit�Carporatb, IOP�WPIam•Satis51711 �'•°.�� ou�ion:��n o2i�a AITERI$RBNEWABLES INC p1 WGIa9t RUTGta00 , I II . . . . 76YYlQS�JTAN01&/1�ii ::wle.:..�2G,._-,. I . ui . ��`��-,�� Q��.�a�� 1'.a.da�uq \o�calitlwllfiamMltn�ium . .� ...,��..... _. __'..._,.... . .. . . ...... _ ..-.,. _.� �.�.-..., .. r � � � Ywf+t1�W�+F� [+'fnriw.wrwim�+ri4�+h � ' ,. :.�y�+�:.. . ldaf w'�I+MM""7 4MWa+A�r,.t i+��ri+�UMb �� . (wN61MtlYElje�riM+t : . , '. f� . �.tir�"u, C4U4Nls � ; •�y�, �,�� w tlH7/fILJMfitu�Ul! . �... i U 4I1dK11 Y,MP -�n ' i'+NMNMAMAi� ��'.�� i . �"s,a "w��a � .r.L.O.[r�.. e.a�•wrr �� e;-, �S•..r..�r.� 1M�'lYl� '�' � � .. . . . ` �yi„� � )waNas±.a r � The Commonwealth'of Massachusetts Department of Industrial Accidents _ Office of Investigations 600 Washington Street Boston, MA 02111 � www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apalicant Information Please Print Leeiblv Name(Businessrorgan�zac�on/�ndivid�ai): Alteris Renewables, Inc. dba RGS Enerqy Address: 32 Taupwonk Spur Unit A-12 City/State/Zip: Stonington. CT 06378 Phone#: (860)535-3370 Are you an employer?Check the appropriatc box: � . Type of projec[(required): ' � 1.0 I am a employer with 120 4. Q I am.a general conffactor and I 6. ❑New construction � employees(full and/or part-time).* have hired the sub-contractors 2.� I am a sole proprietor or partner- listed on the attached sheet. * �� ❑ Remodeling. � ship and have no employccs Thcsc sub-contractors have 8. � Demoli[ion working for mc 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 ]0.❑Electrical repa'vs or additions 3.❑ I am a homeowner doing all work righ[of exemption per MGL ll.❑ Plumbing repairs or additions myself. [No workers'comp. c. ]52,§1(4),and we have no ]Z.� Roof repairs � insurance required.] t employees�. [No workers' 13.❑x Other solar panels � comp. insurance required.] . •Any applicanl Ihat chccks box#1 must also fill out thc swtion bclow showing thcir workcrs'compcnsa[ion policy information. t Homcowncrs who submi[this affidavil indica[ing Ihcy arc doing all work and[hcn hirc oulsidc contracrors musl submit a ncw affidavi[indicaling such. =ConUac[ors lha[chcck[his box must attached an addilional shee[showing lhe name of the sub-con[mcWrs and their workers'comp.policy infortnation. /am an emp[oyer(hat is providittg workers'compensa[ron insurance for my employees. Below is the�poliey and job site information. � . Insurance CompanyName: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 � Expiration Date: 01/01/2015 Job Site Address: 30 Federal Street City/State/Zip: Salem, MA 01970 Attach a copy of thc workers'compensation policy declaration page(showing the policy number and expiration date). Failure ro 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 penaltics in the form of a STOP WORK ORDER and a finc � of up to$250.00 a day against the violator. Be advised that a copy o£this statemcnt may be fonvarded to the Office of ' � Investigations of the DIA for insurance coverage verification. . I do hereby cerN(y�rrttde the pains nd pena[Nes ofperjury that the information provided above is true and correcG �/ f Si¢nature: !fb�� Date� �I I(�I�� Phone#: ($60)535-3370 Officia[use on/y. Do nol write in lhis area,to be completed by city or town a�ciaL City or Town: �PermiULicense# Iesoing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.E►ectrical Inspector 5.Plumbing Inspector 6.Other Contact Pcrson: Phone#: June 19, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Lutts Residence, 30 Federal St., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2"x 10"rafters at 16"o.c., having roof slope distance 20'-4"; pitch 30 deg.; for mounting of solar 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 with EcoFasten Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 32" max. and securely fastened with 5/16" dia. x 3 %z" SSTL lag screws as shown on drawing PV-A03. The mounting system has been designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£ The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted wllectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, � �Mnss,�,y �� s � M�nx.�a a � ��MF`�n u� � �ao .� a �,:�c;n�,� James A. Marx, Jr. JA ar�;,sz`��'' Professional Engineer RO�ssioN�� Q��y MA 36365 �� 10 High Mountain Road Ringwood,NJ 07456 cc: RGS Energy June 19, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Lutts Residence, 30 Federal St., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 10"rafters at 16"o.c., having roof slope distance 20'-4"; pitch 30 deg.; for mounting of solar 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 with EcoFasten Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 32" max. and securely fastened with 5/16" dia. x 3 %2" SSTL lag screws as shown on drawing PV-A03. The mounting system has been designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solaz panel installation and certify this design to be structurally , adequate. �A I S`�nF MA3S,yc . Sincerely, �,��' y�s s` �a. �� nM�snMnnx � O N S i C?V\\. o N�_'.�P;d6`� --r �� "°.n TFc:is��2 � James A. 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'1r�R;'�"' 'J� !. i�Y�.�. • . .• 1, r' e �, ! "rf� ; .,1=. b t� �' �� J !Q 1 ,R .'kA. • • � f'e�'Vf e'!: � .. ..�' '-.i;�..f€��c 'f.��. � . r.. • '�,%' . `'r�, t,� � � � � ; 's f�wi-... .\`4., ,Y4,•,' : n � � � , � � � •� � ' � + 4 . -..� zy � . .. - �s� ..-.{ " . ' 6 �� 4 \ �• _� �.�..;,<.. _ss _ � c*+� _ " C i . !� . _ . X � T`a. ��__ • y .�..�- r - .: 4"�. � 3 . ,M Y e ,'. ...:1 �v5. p w. .� � � , �. _. ' + :. .�...r�� .� �� r� e+.+..w • _. ' � � -... ..-. � ,- � . .. • >.. eA �.e... .__`_ � _ .....� ....� a ..,..,�_...�.;,=,._.,.. ._..,,,_.�"+"�' '-. _ . ., � .ii �` � EmFasten Solar� 877$59-3947 Commitced to the Support o(Renewoble Energy � ;.�', a � . n 3 a [1 $ a R' N O i O ` � I+ - I _ p N O � O � i-r I+ N � � O i � 0 i� — �a o , o � � _ _ _L W 0 0 _�+ _ N � � � � w � o �+ ia i+ o co � o � T m Z i.> D P VI i+ � o m 1 Z I I a � 0 � " w C � ti � � � � c� 3 �� c 3 � 0 � a II � � T II � 3 s � I 33 � , � �^ = wm � r- � . T N S ry � H � T � ",� t _ , � � .�:.� - .� _ e— a � ., - ` k � � �, � ; � . . ,i\ �' -"' `�'�-= "d ^' =�s'�. ` .. `--'� �'.q.:. .'t. ��, , .�_ " . w. ` 1 � '� ++.. •-a.,.... �'*" �.+..,,..—....._ . l �, � " f �1 f. . s � A)T .�9� .� f i •' • + ,.�....- • r�. .'� - �`- _ ' � = „'- ,� . �Sr'", . ._ _ -�,�er-,. � � .. � � . �__ ... . -. _ ' . ..-+w.�.� .... .. . ...-_. _ .._ . ..� - �� - . - ,��- C.. - �`"---- � ' . .w.. � EcoFasten Solar� 877-8593947 Commit[ed to the Support o(Renewable Energy ��-. �i,� � a . . .... . .. . ' ._ . � � e � a � > F a 0 0 ' N O W � V (/ �O� � � � \ W � l7 �+ W p V V O I+ N X O OO �Y � O � O i � i i, i = O ' Z � N } D � / u' � y �� Z n D v m ; Z � 3 N � � J �j � Q ew1 � � r N � . W n X � � N r�+ 41 3 � C D o. � c "' I R 3 � �. � � v � 3 �' „ A � V i ' �- a y a\ y �/; � ..a��A� N£ �ti..��i.. . . . . . ' . . . ' . � GREENFASTEN'" PRODUCT GUIDE — G�-I � �, � Specifcations a9. �+ �� 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 � `4�'�� 1.1 SUMMARY B. Submit standard pmduc[cut sheets. meet specifed�pull.out values as sRown in load p A. WORK WCLUDES C. Submit installation instrudions. � ;y:y � test data. �( ; I. GreenFarten solar attachment bracket that D. Submit product specific load test data,showing C. Base flashing is.032 gauge aluminum embossed � �r '�- attaches diredly to the roof deck. ultimate and allowable load values. to accept EPDM bushing. � �,a. 2. Provide appropriate bracket and fasteners ��t� for the roof s stem. D. Bushin is EPDM. - '� '� Y 1.4 QUALITYASSURANCE g 1�� B. RELATED SKTIONS Installerto be expenenced in the inrtallation of E Stainless steel bonded washer is 302 stainless } I.Section 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. �-� ��'�' ° 2.Section 07500:Rooflng than 5 years in the area of the project. .�:t�� 3.Division I:Administrative and procedural - 2.3 fINISH—Mill Finish. $° ��; �. requirements 1.5 DELIVERY/570RAGE/HANDLING A. Bracket is mill finish aluminum � �c'�g4 ' ''� 4.Division7:Thermal and Moisture Protection Inspect matenal upon dehvery Notify manufadurer �4 ��,�. � within 24 hours of any missmg or defedive items.Keep B� B�e flashing(choose one) � '�'� ` �' ,, 1.2 SYS7EM DESCRIPTION - material dry,covered,and off the ground until installed. I.Mill Finish � �"��{a °° A. COMPONENTS: . �. , ";�' w` I. GreenFasten system consists of aluminum 2.Black-kynar painted � � " F;' a flashin with inte ral EPDM bushin and one PART 2 - PRODUCT$ S S 8 3.Dark Bronze-kynar painted �'� � , v bonded rtainless steel and EPDM washer. z � MqNUFALTURER ' ` 2 Fasteners � �,� ��^ � � EcoFasten Solar° PART 3 - EXECUTION r � t�� . ATobe of inetal compatible with aluminum � � 0 289 Harrel St.Morrisville,VT.05661 �'� '� t � GreenFas[en components. - _6 �� r �� `o (877) 859-3947 � 3.1 EXAMINATION �.,,r .,,�i . a B.Fasteners should be seleded for a www.ecofastensolar.com. A. Substrate:Ins ect structure on which brackets �� s �', compatibility with the roof deck. are to be installed and verify that it will withstand t�^ s CFas[ener strength should exceed or be equal � ��" - o to that of the allowable load of the s stem. z'z- MATERIALS any additional loading that it may incurred.Notify . � �5� Y A Attachment Bracket General Contractorofan deficiencies before �;. • ,' v � See test data at www.ecofastensolaccom � . Y t �` � ' 3. Sealant(if required by roof manufacturer): 6000 Senes Aluminum (choose one) installing EcoFasten Solar brackets. ��? t ' � o to be roof manufacturer approved. � �� F-I I I B. Venfy that roof ng matenal has been installed -�+� � ' c t � � � 4. Aluminum attachment bracket 2. L-101-3" correctly prior to installing solar attachment bracketr. .' t� �, ' ;' n 3. L-102-3.' ' ,3 M 31 INS7ALLATION� .. . „�� B. DESIGN REQUIREMENTS: 4. CP-R . A. Com I with architectural drawin s and +t f� ' � I. Bracket spacing to be recommended by 5. CP-SQ P Y g 6. SL-102-6" project engineer's recommendations for location � ^ project engineer, of system.Comply with Manufacturer's written + m 2. Ins[all a minimum of one fastener assembly. 7. Z-101 � � ��' 0 3. It is important to design new structures or 8. Custom . installation instructions for installation and layout. . �.1 o assess existing strudures to make sure that . �: 1 �. they can withstand retained loads. � m A ...�,` • � o . . 4 l W � 1: _ � ��: �OEmhs[enSolaqqp�onrentpmcer.edunderco0Y��4h�A��riqhureserveL. 02116/11 � $eG$-I � . . � ' ___w..:� _ � - . 4 k 6 PI ��V� s � a' F � '{x �6�: . . . . . . . . . . g `. j GREENFASTEN'" PRODUCT GUIDE = GF-I " `'°� American Wood Council Lag Bolt Pull-Out�alues I:C. � . � 'i4 � �9��:�ty..��::. 9:� � t Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) t � Lag screw specifications � �� Specific � ' Sl I b"sha(t* " � ' � Gravity ;�� '�_' ��'f� �� ;'i per inch thread depth � �� ; ., ,rW w Douglas Fir,Larch 50 266 f�� V'� o' r' � Douglas fir,South 46 235 l ` s a ;� t `r �' v Engelmann Spruce,lodgepole Pine .46 +'� N��'�� '� v (MSR 1650 f&hlgher) 235 r. .� F�4 �Y � � ' . . y �' i�, � '`- � Hem,Fir,Redwod (dose grain) .43 212 � � �"`��f�' �"�s � g Hem,Flr(North) 46 235 �� - Thread ��,�j. � Southern Pine ' .55 � 307 - j s Dep� -�„� � � � o Spruce,Pine,Fir .42 205 ° � � ; �� . Spruce,Pine,Fir .50 266 ' � (E of 2 million P51 and higher F )" � � � � grades of MSR and MEL) '.�`F �� r' t � . .� � v r � � � .w �. m � i � � i m i � � o � � i i� > o i �, t w . , . � � � �O&ofarten Solo�pp�onten�proceaed under copyrighc PII righrs reserved. 02/I bi I 1 ' � �I Sec.6-I �.-� ��' ,_ . � . . . • � • • ' . � . . " ii° UNIRAC� �I I ILiI GPOIIP(OMP�NY SolarMount Technical Datasheet Pub 710818•1td V1.0 August 2071 � I " 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 �Wa�sh�er ' Battom Up Clip material: One of the following extruded aluminum Bottom N� (hidden„ses 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 ' A�lowable and design loads are valid when components are � assembled with SolarNtount series beams according to authorized UNIRAC documents • Assemble with one Y."-20 ASTM F593 bolt,one Y<"-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 fulty 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 Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, � � � � Ibs(N) Ibs(N) FS Ibs(N) m j �i�' � Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662 � _ ��_ � Transverse,k 1128(5019) 329(1463) 3.43 497(2213) 0.441 �-►X � Sliding,Zt 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a : 9 • � • • . . . . - - :� UNIRAC P HILII GFOUC COMP�NY SolarMount Mid Clamp Part No.302101C,302701D,302703C,302104D, - 302105D,302106D Mid� rra Bolt Mid damp material: One of the following extruded aluminum �a e Nu , • alloys:6005-T5, 6105-T5, 6061-T6 Clamp • 'Ultimate tensile: 38ksi,Yield: 35 ksi i • Finish: Clear or Dark Anodized I • Mid clamp weight: 0.050 Ibs(23g) • Allowabie and design loads are valid when components are , ' assembied according to authorized UNIR,4C documents • Values represent the allowable and design load capacily 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'/,"-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 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 �mo�T^++�-^-'--= Directlon Ultimate Load Factor, Load Factor, eetw¢enrroowes I I . � �� Ibs(N) Ibs(N) FS Ibs(N) . � Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665 � � Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620 �-rX Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, � 302006C,302006D,302007D,302008C,3020080, � 302009C,302009D,302010C,302011C,302072C _ • End clamp material: One of the following ext�uded aluminum alioys:6005-T5,6105-T5, 6061-T6 olt � Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized y/ End clamp weight: varies based on height: -0.058 Ibs(26g) k � d6 Clamp • Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nu[ • 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 Ye"-20 T-bolt and one Y<"-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 a Applied Load Average Allowable Safety Design Resistance ""1°'" � Direction Ultimate Load Factor, Loads Factor, ,E;p„ k �((f��'''�'��yy{{�� -- Ibs(N) Ibs(N) FS Ibs(N) � m wm� ( �� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 � ��ouwc TN1°�"`�1 � Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 G-------------- Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifled=in-incNes-unless-�wted � � . . • . . . . . :e�U N I RAC n�+nurunurroM��nNv 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 • Finish: Clear or Dark Anodized � • .L-Foot weight: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'/a"-16 hex head screw and one � errated ASTM F594'/a"serrated 8ange 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 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 a�� Applied Load Average Safety Design Resistance nsorroa . � Direction Ultimate Allowable Load Factor, Load Factor, �"�OYf� ` Ibs(N) Ibs(N) FS Ibs(N) m C � `� Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 L._:.oi_.J .. 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 . � " s . . � . . . , . :° UNIRAC n Nim eaouv comrnNv SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-8, 310168D 310208C, 310208C-8, 310240C, 310240C-B, 310240D, ' 410144M,410168M,410204M, 410240M I � Properties Units SolarMount SolarMount HD Beam Height 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 Momen4of Inertia(X-FVcis) in° 0.464 1.450 Moment of Inertia(Y-lUcis) � - in° 0.044 0267 Radius of Gyration(X-Axis) in 0.289 1.170 � Radius of Gyration(Y-Axis) in 0.254 0.502 L f y( � a� ! i+ f ': ¥ g�} rAp P " $�' "��s'� ?,? , � � . .'';�S .u€+ ,m�Fx �"`�4"�..a. rt ,�,.. � SLOT FOR T-BOLT OR l,�Zg� � - $LOT FOR T-BOLT OR ��"HIX HEAD SCREW i „ � HEX HEAD SCREW � 2X SLOT FOR � � SLOT FOR BOTTOM CLIP, 2.500 607iOM CLIP � T 3.000 1316 � SLOT FOR O 3I8" HEX BOLT SLOT FOR 1365 � � . 3�" HEX BOLT � � 387 1J .750 1.207 �, � 1, �-1.875� � � �—s X �—►X SolarMount Beam SolarMount HD Beam . Dimensions specified in inches unless noted . a a `�`��' �I - - RG S ( EN E�RGY '//1``` Clean Powec Bright Savings. July 10,2014 City of Salem Building Department 120 Washington Street,3�d Floor Salem,MA 01970 Hello, I have enclosed a building permit application, applicable fee and supporting documents for a commercial solar installation 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 - Operafions Specialist � RGS Energy 32 Taugwonk Spur Road,Al2 Stonington CT 06378 Ph 860-535-3370 Fax413-683-2225 kimberly.hendelQRGSenergy.com - � 32 'I'aug�vonk Spur,Al2, Stonington,C"f 06378 I teL 860.535.33�0 I fax 413.6831225 I ItGSliner�y.com - . . . � � . � ..._J