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9 BARR ST - BPA-14-847 SOLAR T'6 - I `� = `� '� 7 . " �, The Commonwealth of Massachusetts � "tald Board of Building Regulations and Standazds CITY OF ' � Massachusetts State Building Code, 780 CMR SALEM � Revised Mar 201! Building Peimit Application To Construct,Repair,Renovate Or Demolish a One-ar Two-Family Dwelling This Section For Official Us ly Building Permit Number: Date App ed: �— � �, /.� � � Building Official�(Print Name) Signature Date SECT[ON 1:SITE INFORMATION � 1.1 Property Addresst 1.2 Assessors Map&Parcel Numbers i . 9 Barr Street � - p6 0266 � l�.la Is this an accep[ed street?yes X no Map Number Parcel Number 1J Zoning Intarmatlon: 1.4 Property Dimensions: R2 � residence-no change ' . Zoning District Proposed Use Lot Area(sq ft) � Frontage(R) 1.5 Building Setbacks(ft) n/a I Front Yard Side Yards Rear Yazd - Required Provided Required Provided Required Provided � . �- 4tt %Water Supply:(M.G.L c.4Q§54) 1.7 Flood Zone Inforroallon: 1.8 Sewage Disposal System: �� ublic❑ . Private❑ Zone: _ Outside Flood Zone? Municipal O On si[e disposal system ❑ . Check if yes❑ SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner�of Record: , William Driscoll Salem, MA 01970 - � Name(Print) City,State,ZIP 9 Barr Street � 978395-1307 wddriscoll3@gmail.com No.and Street . Telephone Email Address � SECTION 3: DESCRIPTION OF PROPOSED WORKz(check all that apply) New Construction❑ Exis[ing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addi[ion ❑ bemolition ❑ Accessory Bldg. ❑ Number of Units Other IJ Specify: solar Brief Description of Proposed WorkZ: Installation of a 3.25kW roof mounted solar array using 13 ReneSola � � JC250M-24/Bb modules, 13 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work. SECT[ON 4: ESTIMATED CONSTRUCTION COSTS I[em Estimated Costs: Labor and Materials Official Use Only . . 1.Building� $ 3,000 1• Building Permit Fee: $ Indica[e how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee . 12,000 ❑Total Project CosC'(Item 6)z multiplier z 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: $ 15,000 ❑paid in Full ❑Outstanding Balance Due: (�a,i,� -ro coU-,� . s 12 - � , SECTION 5: CONSTRUCTION SERVICES 5.1 Construction 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 Buildin s u to 35,000 ca R. Fairhaven, MA 02719 R Restricted 1&2 Famil Dwellin � City�State�ZIP � � M Mason . . / RC Roofin Coverin A WS WindowandSidin � � SF Solid Fuel Buming Appliances 401-215-7056 michael.rotondo@rgsenergy.com I Insulation Tele hone - Email address D Demolition 5.2 Registered Home Improvement Contrector(HIC) 162709 � 4/6/15 Alteris Renewables dba RGS Energy � HIC Regisvation Number Expiration Date HIC Company Name or HIC Registrant Name 32 Taugwonk Spur,Al2 � � No.and Street � kimberly.hendel@rgsenergy.com i Stonington, CT 06378 860-5353370 � Email address � Ci /Town Sta[e ZIP Tele hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAV[T(M.G.L,c. 152.§ 25C(6)) . Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building petmit. Signed Affidavit Attached? Yes .......... C� No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN FOWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subjec[property,hereby authorize_ Alteris Renewables dba RGS Energy � to act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached � � a I 1 Print Owner's Name(Electronic Signature) � ��ate — SECTION 7bc OWNER�OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information con[a'n in 's ap IicaCon is true and accurate to the best of my knowledge and understandin . y �l � ' . Prin[Owner's or Anthorized AgenFs Name(Electronic Signature) Date � NOTES: 1. An Owner who ob[ains a building peanit ro do his/her own work,or an owner who hires an unregistered contractor . (not registered in the Home lmprovemen[Contractor(HIC)Program),will not have access to 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.euv/oca Information on[he ConsVuc[ion Supervisor License can be found at www.mass.eov/dqs 2. When substanfial work is planned,provide the infortnation below: Total floor area(sq.ft.) (including garage,finished basemendattics,decks or porch) Gross living area(sq.ft.) Habi[able room count Nwnber of fireplaces Number of bedrooms Number of bathrooms Number of halflbaths Type of heating system Number oFdecks/porches Type of cooling system Enclosed Open 3. "Totat Project Square Footage"may be substituted for"Total Project CosP' Apri] 10, 2014 To: Building DepartmenU Construction Official ; From: James A. Marx,Jr.P.E. Re: Engineer Statement for Driscoll Residence,9 Barr St., Salem;MA Solaz Roof Installation I have verified the adequacy and structural integrity of the existing roof Main Roof 1 (one layer composiUon):—2"x 8"roof rafters at 32"sp.,having roof slope dimensions of , 15'-11",pitch 37 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 instailation of the solaz mounting;the Unirac Solazmount 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"approx. with 5/16"x 3 '/z" SS lag bolts. The mounting system has been I designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 psf. ' All attachments must be staggered amongst framing members. i 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. i � Sincerely, � oa��.TH oF,yq� � S , Ug �M1ESq,M,wX�R. �ym I �VI -� - I �/� � � N��3�365 �n . James A. Manc,Jr. P.E. �g,�F�iST�RE�� , Professional Engineer �Nn� EN� ' MA 36365 i I James A. Manc,Jr. 14 High Mouxrtain Road � Ringwood,NJ 07456 � II � cc:RGS Energy - � � � i I April la,2014 To: Building Department/Construction Official From: James A. Marx, Jr.P.E. Re: Engineer Statement for Driscoll Residence, 9 Barr St., Salem;MA Solaz Roof Installacion T have verified the adequacy and structural integrity of the existing roof Main Roof 1 (one , layer composition):—2"x 8"roof rafters at 32"sp.,having roof slope dimensions of I S'-11" pitch 37 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. i 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"approx. with 5/16"x 3 '/z" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. C 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 solaz panel installation and certify this design to be structurally i adequate. Sincerely, a��,�rN oF,yqS I �J� o � I �'g �AMEgA ��G i . [ V �X.JR. (n 7/� 1 -0 NOCiVII y - . . l .. 'A 3�365 y I James A. Manc,Jr. P.E. °'��isTeaEo �,� ,, Professional Engineer pNh� EN��' � MA 36365 James A. Manc,Jr. 10 High Mountain Road I Ringwood,NJ 07456 i ; ; I . cc:RGS Energy ' � i � I � I i ia. _ r ` FOR CONSTRUCTION �o,�//� ROOF 1 - MECHANICAL LOADS �/�1eo� Array Area 233.3 ft' Total Photovoltaic Dead Load 3.35 psf RGS ArrayWeight 782.31bs Avg. DeadLoadperAnchor 19.61bs ENERGY Anchor Qty 4Q Ciean Pnuyc etlgn;Savings , 32 Taugwonk Spur,Al2 Design Values by Roof Zone Corner End IntBflOf Stonginton,CT06378 Max. UniRac Rail Spans 48 in O.C. 48 in. O.C. 48 in. O.C. Phone(860�535-3370 ............................................................................... . Fax(413)683-2225 Max. UniRac Rail Cantilever 16 in. O.C. 16 in. O.C. 16 in. O.C. Adjusted Anchor Spans 32 in. O.C. 32 in. O.C. 32 in. O.C. _ GRID-TIED PHOTOVOLTAIC SYSTEM ' 3.25kW DC @ STC 59' DRISCOLL, BILL 9 BARR ST �, 9„ SALEM, MA 1970 28' 6'-7" 6'-6" Project# 10122972 � oesicNere�. $COtt HOfBk R�E�R: Ryan Ward 10" `�R51OND"TE 2014-04-10 �� - � REVISIONS # BY Date Notes r i z 3 4 � 14'_2" I 14'_2" qg� s � ,� 10'-10" � 10'-11" � - � u" $ 1' X 0 m 5'-10" 6'-4" m � ��_��, . �,_9„ � . �, � a 32' m • Total Quantity of Attachments=40 • Roof Zones are defined by dimension, a=3.0 ft. � • Maximum Allowable Cantilever for UniRac Rail is y 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° Length s w�F 3/16"= 1'-0" • All Dimensions shown are to module edges, including 'I in. Spacing between Modules required when using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. MQ��J�E L/�Y�UT • UniRac Requires one thermal expansion gap for every run of rail greater than 40' tp 'i` • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 110616-Icc, June 2011 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be PV—AO� necessary depending on field conditions.All attachments are staggered amongst the framing members. s &' w � , f; y V FOR.GONSTRUCTION - ` �l0+�ls. s' \� . Grid-Tied Photovoltaic System � RGs DC Rating: 3.25 kW ENERGY . . Dr'S��f' �'II _ . . �CleanaowecerigntS'a4dngs ' . . 9 BBrr S{ 35tongi�onkC706378Z � � � Phone(860)535-3370 S81em, MA 01970 • Fax�a�s�ssa-zzzs : �UfISC�ICtIOtI: Clty Of Sa�@fYl Sheet List cRi°-TiE° PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 3.25kW DC @ STC Scope of Work: General Notes: • Pv-000 ' coveR oRisco��, ei�� RGS Energy shall install a 325 kW Grid-tied Photovoltaic("PV") System 1. System follows any/aIl Fire Code Setbacks per Ordinances of the City � ' 9 BARR ST PV-A01 SITE PLAN totali�g(13) Renesola JC250M-24lBb-b Modules with(13) Enphase Energy , Of Salem. SALEM, MA 1970 M215-60-2LL-S22-1G Micro- Inverter(s). The Modules shall be flush mounted 2. All projects will comply with the Ordinances o(the City of Salem. PV-A02 MODULE LAYOUT Project# 10122972 on the composition shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-8pm Monday-Friday, 9am-Spm Saturday, PV-A03 DETAILS Scott Horak connection. No time on Sunday or legal Holidays. °�'�"Ere 4. Product Data Sheets shall be inGuded. PV-A04 - MATERIALS R��R Ryan Ward ECjU1p1712f1t Sp@CIfIC8t1011S: 5. RooRop penetrations shall be completed and sealed per code by a PV-E01 ELECTRICAL DIAGRAM `�R51ONOATE 2014-0410 Module: (13) Renesola JC250M-24/Bbb licensed conUactor. REVISIONS 6. All Photovoltaic modules shall be tested and listed by a recognized PV-E02 SYSTEM CALCS Inverter�: (13) Enphase Energy M2�5-60-2LL-S22-IG laboratory. Racking: UniRac SolarMount . PV-G01 SIGNAGE # BY oate Notes 7. Certificatio�s shall include UL�703, IEC61646, IEC61730. Attachment Flashing: Eco-Fasten Green-Fasten with + CP-SQ-Slotted Bracket and Aluminum Flashing a. A continuous ground shall be provided for the Array and for all 2 Photovoltaic Equipment. 9. DC Wiring shall be run in metal conduit or raceways within enclosed , spaces in a building. '10. Conduit, Wire systems and Raceways shall be located as close as � � Roof S ecifications: 5 � p possible to ridges, hips, and outside walls. _ �--,. , - �� o. 3 Roof 1: 11. Conduit between Sub Arzays and to DC Combiners/Disconnects shatl — � f:� '� � Composition Shingle use guidelines that minimize the rotal amount of conduit by taking the - � (Single Layer) shortest path. e � h . ` °`�; ' 2"x 8" Rafters @ 32"O.C. ' 12. Space Requirements for elecVical equipment shall comply with NEC ..�„ ` �"� � + ' Pitch: 37° � Azimuth: 140° Artide 110. � � '�� A �0 ' '� . Array Size: 13 Modules . 13. Equipment grounding shall be sized in accordance with Table - �?_ * Y 0 a��: � L , , 250.122. , � r . $ $It2 $p@CIfIC8t1011S: 14. Connectors that are not readily accessible and that are used in the � ' �� "� � Occupancy: II circuits operaUng at or over 30V AC or DC shall require a tool for �� v � ��,p:� x o ern and are re uired to be marked"Do not disconnect under �` o Design Wind Speed: 100 MPH P � q � �� Exposure Category: C load"or"Not for current interrupting", per 690.33(c) &(e). ,� �!� �,,, �'� ��a m - '15. All signage to be placed in accordance with local building code. �` w � �. 9 Mean Roof Height 25 ft 3 ' � ' �6. Signs or Directories shall be attached to the elecVical equipment or � � m Ground Snow Load: 40 PSF (Reducible) � . � �� . = Adj. Roof Snow Load: 30.8 PSF located adjacent to the identified equipment. ,, . ,� � •<;; ;2 " 17. Signs should be of sufficient durability to withstand the environment . � a AII WOI'I( t0 IlB It1 C0111 pI1811C2 WItFt: 18. Any plaques shall be metal or plasfic with engraved or machine � �,_ _ ,,� y 3 ,. �Y � ,� printed letters, or electraplating, in a red background with white „ . � M1 . ; �� '� � >u'� E _:� 2011 Na[ional Electrical Code(NEC) �, �� letterin a minimum of 3/8"hei ht and all capital letters. a°°"'�" ` . " 7� .o„ h � 20091ntemational Residential Code(IRC) ` 9� g ., � �,° ' 2009 International Building Code(IBC) ' �e� `'W� r �'°s ,�?`. ^ - m 2012 International Fire Code(IFC) ;' � "£�� r �`F , , ` '�� t , �..��a, � , 2012 Uniform Mechanical Code(UMC) `�- q ,' � � °� " � = 2012 Uniform Plumbing Code(UPC) . ` .A "� 5.�� z' � �°s� ; ., ' . � SCFooISt ` — � .� �'y � F�gpmy� MA 780 CMR, Sth Edition -induding 2/4/�1 revisions to Tables R30'1.2(4) &R301.2(5) < 3; �' . " ��:, e'�,�. ? ` 9" �° N/k ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other � � ' � < � �� u �` x� � Structures N� N-'��;,�q ' c�, � ,`. � a i As amended and adopted by City of Salem s �s ,. , F �r ;, �� C�VEf2 yM 3 �' , r � �,� ,s�, • ,,," `r �� ,, � µ,�'� � t � a„,,,� TM'�r�; 5 � �. ��^ � � ��° * � �4 a ,,; ° PV-000 �� - �'' � a �, t°� , a._� ��,.. .. _ . . �.� _�..._. ,, ,� � FOR:CONSTRUCTION `o,i/�� . v�/i\°� Equipment Location Outdoors: NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES RGS ' (E) Utilty Meter FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION EN ERGY � Ciean Pow�r e�ign[S�Nrys. 32 Taugwonk Spur,Al2 . Stonginton,C!06378 . � . � Phone(860)5353370 . � Fax(413)683-2225 GRID-TIED Equipment Location Indoors: ^ PHOTOVOLTAIC SYSTEM (E) Main Service Panel �� (N) PV Production Monitor � ' �� 3.25kW DC�STC � � � � DRISCOLL, BILL � �/ � 9 BARR ST �� .� SALEM, MA 1970 / i� Project# 10'122972 (E) Single Famiiy Dwelling � � �1 � � * o��ER: Scott Horak i" � �'� � 9 Barr St a�E�R Ryan Ward �� \ veasioHoare. 2014-0410 / `\ . /i' � . . .:.�. REVISIONS :� �/ � � � # By Date Notes / � (E) Property Line � � * , � / : ,'.' . : .. > /�. ��.:.,�,.� � 2 / � / 3 �. . �,� / �,. / � 4 o / ; /. / q '.. �.e:: .. . ` � � /. 5 d � + a..• / o /' � � . •'4 ' / . . . / - ' . �'i:�v / . / / � / � �/ (E) Driveway \ �, � i ` � � � � $ \ �i R � i' X \ i o � �. \ � m` ♦ - i� . ` , �— � � - . . � � ♦ � IL � " �� (N) PV Array : a � ♦r / \ � 13 Renesola JC250M-24/B�b �'�� i� 13 Enphase Energy M215-60-2LL-S22-IG Micro-I�verters �\� i� Composition Shingle Roof � � / 2"X 8" Rafters @ 32"O.C. m �' PItCh:37° s Azimuth:140° �.� 1/16"= 1'-0" x SITE PLAN W E S PV-A01 c FOR.CONSTRUCTION `�1��% � ROOF 1 - MECHANICAL LOADS c ��/�`e� Array Area 233.3 ft' Total Photovoltaic Dead Load 3.35 psf RGS ArzayWeight 782.31bs Avg. DeadLoadperAnchor ,9.s,bs ENERGY AnChof Qty 40 c�z��Pa,�c s.�9��sam�es � 32 Taugwonk Spur,Al2 Design Values by Roof Zone Comer End IIItOrIOf Stonginton,CT 06375 Max. UniRac Rail Spans 48 in. O.C. 48 in. O.C. 48 in. O.C. Phone(s5o)535-3a�o .......................... ..................................................... Fax(413)683-2225 Max. UniRac Rail Can6lever 16 in. O.C. 16 in. O.C. 16 in. O.C. Adjusted Anchor Spans 32 in. O.C. 32 in. O.C. 32 in. O.C. GRID-TIED PHOTOVOLTAIC SYSTEM 3.25kW DC�STC 59' � . DRISCOLL, BILL . 9 BARR ST �, 9„ SAIEM, MA 1970 28' 6'-7" 6'-6" Project# 10122972 � oeseHen: SCAtt HOfBk R�E�R: Ryan Ward ��„ v�as�oxoare 20140410 � � REVISIONS p By Date Notes i z 3 4 0 14�_2�� 14,_z,� �6� e a � s 10'-10" 10'-11" v 8 1' � X 0 m5'-10" 6'-4" & ` m m ��_�,� �,_9„ LL H 2 Q 32' m • Total Quantlry of Attachments=40 • Roof Zones are defined by dimension, a= 3.0 ft. . � • Maximum Allowable Cantilever for UniRac Rail is y the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted �� 3/16"= 1'-0" Bracket and Aluminum Flashing attached with Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2" Length s • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Clamp Method. The Rails Extend 3 in. Beyond the module edge. M��U�E �AYDUT • UniRac Requires one thermal expansion gap for every run of rail greater than 40' !y '�' • Array Installed according to the UniRac SolarMount Code-Compliant Installa6on Manual ver.227.3, Pub 1106161cc,June 2011 • Attachment Locations, If shown, are approximate. Finai adjustment of attachment location may be PV-A02 necessary depending on field conditions. All attachments are staggered amongst the framing members. g �' � . FOR EONSTRUCTION �lds'/o ' � Ground WEEB& s�/0�� - Module Clamp RGS UniracSolartnouM � ENER�'Y y 41gb,b � Rail w/L-foot � � � ci�;,a�rU�.ango,.�:.��e� .. . � 50M�2 � Gf2enF85f2nFlaShin � 32TaugwonkSpur,Al2 GZ 9' Stonginton,CT 06378 S�`�g\e ECO-GFI-BLK-812 With Phone(850)5353370 os`�oo Module(TYPJ ECO-CP-SQ Compression Bracket pax(aia�ea3-Zizs G�mp @32�G. Rooftop 5/16'k 3.5"S.S. Lag Bolt GRID-TIED �yaF�g�s w12.5" Minimum Penetration PHOTOVOLTAIC SYSTEM. Z'X$ 32� Sealed w/Approved SealaM �6�5 @ 3.25kW DC @ STC " Z X8"ROp. ' DRISCOLL, BILL 9 BARR ST . SALEM, MA 1970 - Project# 10122972 Attachment Profile 2 Attachment Detaii �R ScottHorak 1 Scale: 3/4" = 1'-0" Scale: 1" = 1'-0" R�K Ryan Ward ��*E. 2014-04'10 . - . ' � � � REVISIONS 16" Max • 16" Max H BY Oate Notes Roof Framing PV Module Rail Overhang , � Rail Sp�ice Rail Overhang Roof � � 3 e AttachmeM o u 5 � Anchorslocated on alternate roof framing members ' Stagger splice locations Min of 2 supports .. � » ,. within the each row of modules on either side of splice ` 4$" Max with a max spacing of 48" . Anchor Spacin ' SolarMount Raii 4 ' g ��Staggered Attachment Detail (Typ.) • Rail S lice Detail o � MS 4 . . MS m � . • 9 . . . . . :] . . . ' � .. 8 m LL �EB�-u9 SS Washer � Module Frame Ground Wire &Nut SS Bott � Unirac Rail SS Bolt � Nib � m Unirac e UGG1 SS Flat SS Bolt VARIES Washer Unirac Rail DETAILS 5 Groundin Cli & Module � Grounding Cug & Rail Scale: N.T.S. V Scale: N.T.S. r�` /— e On r � H � . � • ' ' • . � . . " ii°UNIRAC NNIRIGFt1UP(OMYONY SoFarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-8, 310240C, 310240C-6, 310240D, 410144M, 410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) �plf 0.811 1271 � 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 0267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0254 0.502 w t^h �kc. "�.,r±�k ta �.� .Y5' i„. fi cm A.�i rt ° r°.a'u"1+'ul",'` Se "� '� .Y2'k' �'�"�"'� . SLOT FOR T-BOLT OR 1�Zg� �"HIX HEAD SCREW . SLOT f-0R T-BOLT OR ��"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP . 2.500 BOTfOM CLIP � � � �_ � 3.000 1316 � SLOT FOR 3�"HEX BOLT O SLOT FOR 1385 I 3�" HEX BOLT 387� 750 1.207 � ` Y Y 1.675 . � � � (��X . ��x .. SolarMount Beam SolarMount HD Beam � . Dimensions specified in inches unless noted a I ' 3/5-16 X 3/4" SS HEX BOLT 3�8-�6 p�, SS FLANGE NUT � {�I V � � . 3• � �� N— �� ' li � 4 6105-T5 ALUMINUM �� Q 00� � � � �Lrz�� SolarMounUSunFrame CO2008 UNIRAC, INC.' . 1411 BROADWAY BLVD NE 2�� Aluminum ALBUqUERGUE, NM 87102 �, . . Serrated uN anaco n'Z'Z_s°" L-Foot UNIRAC-310068 5'.\AutoCad Detail Library\CAD\UNIRAC-310068_2in Serrated L Foot.dwg, 6/24/2008 1:44:32 PM 1�/, =� = RGS I ENERGY ',//,``` Clean Power.Bright Savings. � e April 21,2014 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 supporting 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, �� Kim Hendel Operafions Specialist � - RGS Energy 32 Taugwonk Spur Road,Al2 Stonington CT 06378 � Ph 860-535-3370 Fax 413-683-2225 kimberly.hendel@RGSenergy.com � � � 32 'L'augwonk Spur,Al2,SConington,C9'06375 I tel. SFi0.535.3370 I Fax 413.683.ZZ25 I RGSCntrgy.com