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44-123 (4) 818/2014 GRK Fasteners-Specs-RSS 114 x 14" 11 2 718 RSS'"`LTF 318 x 8" 4 3 7/8 2779 2008 318 x 1t1" 6 3 718 j i 318x 12" 8 3314 318 x 15" 11 3 314 318 x 18" 14 4 3/8 x 20" 16 3 518 PHEtNOX i/4 x 2"112 314 1 518 1077 925 RSS'" 1/4 x 3"118 3/4 2 318 5116 x 3/4 1 5/8 906 873 2"112 5/16x 314 23,8 3"118 5/16 x 4" 1 112 23/8 1884 1361 5/16 x 1 112 3 5i8 5"118 5/16 x 6" 2 3 718 2246 1791 JTS 114 x 3"318 1 314 { 1 518 830 983 114 x 5" 1 314 31,14 1203 1184 1/4 x 6°314 1 3/4 5 for S1: 1 inch=25.4 mm 1 Lateral load testing was performed in accordance with ASIM D 1761. These figures are only offered as a guide and are not reduced by any safety factor, • For safety factor requirements in your area,contact your local building official,architect or engineer. Uq�jleVpMjan I Standard Versions Select Language No me I ajaaut Us 1 products j Tech Data I nod)a 1 I'Vhere To Fltiy http:/.h,�rruw grl�asteners,cocn1ir..dex php,'er/techdata,'specs%specs-rss �6 81812014 GRK Fasteners-Specs-RSS For safely factor requirements in your area,contact your local building official,architect or engineer. TABLE 3—RSS T"ULTIMATE LATERAL VALUES(Z) FOR SINGLE SHEAR(TWO-MEMBER)CONNECTIONS (For Sawn Lumber or SCL with both Members of Identical Specific Gravity) Fastener Designation Side Member Fastener Ultimate Lateral Value,Z Thickness Penetration (pounds) is p For Specific Gravities CC (inches): (inches): 0.55 Parallel To Perpendicular Grain, to L11 Grain,ZL RSS'"' 1/4 x 2"112 314 15/8 876 875 114 x 2"314 3/4 2 114 x 3"118 314 23/8 114 x 3"112 314 23/4 5116 x 314 1 518 1068 916 2"112 5116 x 314 2 1088 890 2"314 5116 x 3/4 2 318 3°vs 5116 x 3/4 23/4 3"112 5116 x 4" 1 112 23/8 1667 1417 5116 x 1 1/2 3 112 1857 1286 5"118 5116 x 6" 2 37/8 2360 1446 318 x 3"118 314 2 318 1253 1098 318 x 4" 1 112 23/8 1443 1454 318 x 5"118 1 112 3 518 1369 1321 318 x 6" 2 37/3 1625 1440 f 318 x 7"1/4 23/4 41/4 2964 1518 ) 318 x 8° 3 1/2 4 318 3/8 x 10" 31/2 6 114 3/8 x 12" 3 112 8 318 3/8 x 3 112 10 518 14"118 318 x 16" 3 112 12 1/8 RSS"LIPS 114 x 6" 3 27/8 1789 1093 114 x 8" 5 2 718 114 x 9" 6 3 1/4 x 10" 7 2718 114 x 11" 8 2 718 i 114 x 12" 9 2 314 http://whw.g rW6steners.cont i ndex-phplerVtechdata/specs/specs-rss 516 a/812014 GRK Fasteners-Specs-RSS Y11 I yg i -.Ofi h ( EA {r E i fC El P L x£--CC'JS -Eu S AJT il 4EF:+JAS€ATP E r�'cil' CNF v TABLE 2—RSS`FASTENER WITHDRAWAL AND PULL-THROUGH RSS'A ULTIMATE WITHDRAWAL RSS''ULTIMATE PULL-THROUGH VALUES(W) VALUES(P) [Withdrawal Values(M are in Pounds per inch[Pull-Through Values(P)are in Pounds per of Thread Penetration Inch of Side Member into Side Grain of Main Member] Thickness] Fastener Withdrawal,W(lbstin.) Pull-Through,P(tbslin.) Designation For Specific Gravities Of: For Specific Gravities Of: and Diameter 0.55 0.55 0 RSSTI O 1/4 932 1840 O 1136 2697 5716 0 318 1293 2332 RSSTM 01/4 1006 2043 LPS RSST1° O 3/8 1082 2493 LTF 0114 936 2085 PHE RSSTm O 1012 1702 5/16 RSST 0114 954 2443 JTS For S1:1 inch=25.4 mm:llbflin=175.127 For S1:1 inch=25.4 mm;11bflin=175.127 N1m. Nim. ]Fastener withdrawal was tested in 1Fastener pull-through testing was performed accordance with ASTM D 1761 in accordance with ASTM D 1037 with 314" 2Withdrawal values(tM)shall be multiplied by thick side members. the length of thread penetration in the main member(including tip)_ .These figures are only offered­as guide and are not reduced by any safety factor. http:/Iw wv.grl4asteners.contl'I'r4exphplenitechdataispecs/specs-rss 416 818!2014 GRK Fasteners-Specs-RSS 12" 318 x 14 314 3 718 15" 318 x 18 37/8 18" 318x 195i8 1 3718 20" PHEinox R35- r x 2318 1 112 0.152 0.170 0.237 111,460 1,886 1,640 12 1103,7991 [90,260] 114 x 31,18 2 3"1B 5116 x 23/8 1 518 0.171 0.195 0.276 118,360 2,419 2,006 2"112 (104,7671 (86,8801 i 5116 x 3 118 2 118 3"118 5116x 3718 2V2 4" 5116 x 5 118 3 318 5"118 5116 x 5 718 3 718 { 6" i RSSn"JTS 114 x 33/8 1 318 0.153 0.173 0.240 226,373 3,312 2,308 3"318 1180,9991 (126,1311 114 x 5 1 518 5.. 114 x 663/4 1 1;2 6"314 for S1: 1 inch=25.A mm;1 psi=6.9 kPa. ULTIMATE LOAD VALUES Tensile and Shear 1. Overall length of fastener is measured from the underside of the head to bottom of the tip. See Figure 1. 2. Length of thread includes tip.See detailed illustration, Figure 1. 3. Minor thread,shank and outside thread diameters are shown in table without manufacturing tolerances. 4. Bending yield strength determined in accordance with ASTM D 1575 using the minor thread diameter. FIGURE 1—RSSTM FASTENER DIMENSIONS 316 http:fiw w,u.grkfasteners.cWtndexphplerVtechdata/specs/specs-rss 8/812014 GRK Fasteners-Specs-RSS 318 x 1 3 118 2 118 0.191 0.223 0.310 178,080 5,824 3,695 3"118 [203,809] [129,3051 318 x 3 718 2 314 4" 318 x 5 118 3 112 5"1t$ 3/8 x 5 718 4 318 x 7 4 112 7"414 318 x 77/5 4 318 8" 318 x 9 314 5 10 � 318 x 117/8 57/8 1 12" I 318 x 14 118 5 718 14"1/8 3/8 x 15 518 5 314 16" R33TM LPS 114 x 5 718 2 718 0.152 0.172 0.238 172,620 3,155 2,000 6" [172,9501 [109,635] 114 x ( 7 7/8 2 718 8" 114 x 9 2 718 9" 1/4x 97/8 2718 10" 1/4 x 10 718 2 718 11" 114 x 11 314 2 718 12" 1/4 x 13 718 2 718 14" RSS T"LTF 3/8 x 77/8 3 718 0.191 0.220 0310 167,580 5,144 3,284 B" [17913501 [114,5251 318 x 9 718 3 718 to° 318 x ti 1 314 t 3 718 http:fllmAw.grila6terRrs.corra'ire:exphp/erVtechdata/specs/specs-rss 2/6 &812014 GRK Fasteners-Specs-RSS Search... Search lJorne Tech Data 5pq~a Specs-RSS ..................— Specs - RSS Tech Data • Self-tapping > Warranty • W-CutTm thread design,ZipTipTm > Specs • Climatek"I coated • May be used for Lag screw replacement > Specs - R4 • Jvot all sizes and types Continue to be 17?anuficnired,;Tease confact us for avallahjIftj— > Specs - Cal iburn Specs - RSS TABLE i—RSSTN FASTENER SPECIFICATIONS > Code Approvals Fas. Over-all Len.of Minor Shank Out-side Steel Strength > Tech Bulletins Desig. Len.1 Thread2 Thread Diam.3 Thread Sending Tensile Shear (in.) (in.) Diam.3 (in.) (in.) Yield Str.4 (1bf)[psi] (Ibfl Ipsil On-) Fyb(psi) RSS- 114 x 23/8 1 112 0.150 0.169 0.239 170;427 3,336 2,264 2"1112 [188,3011 1127,7921 114x 2314 1314 6,'' 2"3/4 114 x 3118 2 i 3"118 114 x 3112 2318 3"1/2 5116 x 23/8 1 112 0.174 0.199 0.280 190,920 4.247 2,948 2"112 (178,0511 (123,5921 5116 x 23/4 13/4 2"3/4 5116 x 3118 2 VS 3"V8 5116 x 3 112 2112 3"112 5/16 x 37/8 2314 41 5l16 x 5 31/2 5"118 5116 x 5718 3718 http:ljwww.gtldastanet,q.r,oWtndp-xphp!eNtechdata/specs/specs-rss �^ Cut Sheets:CF 1 L 812 Greer asteri' Ca l - Product Guide f �e DETAIL A SCALE:2:1 Finish Options BLK=Matte Black MLL=Mill Finish m butt^rr�itted to the s.+opert Cr Renewo l Erie° y Ecofastnn Solar`All motentt tr c,ecl ua>cter r��r�tirG�ti t.All rir�lits reset. d.1017?:2[pi GreenFasten'GF7 _,. Pructuct t:,uido, Cut Shuts: Bracket Options_L-102-3" 'a 46 SERRATIONS , t 6 ,t E i z . n ri < a € 3 r-i I 7 DETAIL A SCALE 3 : 1 877_9.19-3947 C�mmitter9 to the;�� .crr;at F?enewabl Ene�s y �.�3pa trri 5 1���°All contr--w pm, e cted undu copyright.AM rightti reserved.111,1171201;3 IRQNRIDGE Engineering Design Guide System Parts XR1000 Rail ` xm 000 is a heavyweight among solar mounting rails,built to handle extreme climates and spans 12 feet or more for commerciat applications. Property Value Material 6000 Series Aluminum Finish Clear Anodized Beam Height 100" F w Weight/Linear Foot 0.945 Lbs Total Cross-Sectional Area 0.807 In Section Modulus(X-axis) 0.530 Ina Moment of Inertia(X-axis) 0.843 In >�:id4aruwy„p,� Moment of Inertia(Y-axis) 0.182 In 11Cti Torsional Constant 0.436 Ina Polar Moment of Inertia 03299 In° XR100 Rail X6100 is the ultimate residential mounting rail.it supports a range of wind and snow conditions,while also maximizing spans. Property Value Material 6000 Series Aluminum Finish Clear&Black Anodized Beam Height 2 ° Weight/Linear Foot 0.68 Lbs °- Total Cross-Sectional Area 0.582 In2 Section Modulus(X-axis) 0.297 In' Moment of Inertia(X-axis) 0.390 in° Moment of Inertia(Y-axis) 0.085 In" Torsional Constant 0.214 Ina Polar Moment of Inertia 0.126 in" XR10 Rail XR10 is a low-profile mounting rail,perfectly matched to regions without snow.it achieves 6 toot spans,while staying light and economical. Property Value Material 6000 Series Aluminum Finish Clear Anodized Beam Height 1.75" Weight/Linear Foot 036 Lbs ��- Total Cross-Sectional Area 0.363 In . Section Modulus(X-axis) 0,136 In' Moment of Inertia(X-axis) 0.124 In Moment of Inertia(Y-axis) 0.032 In 4 Torsional Constant 0.076 Ina Polar Moment of Inertia 0.033$tY�i 227-9523 In' t Page S 2014 0.60 su�Kor:Ca ( iranridr�ecoen ( * 51N-02-5013US 08-2012 Sunmodule� ' PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT$00 W/trz,NOCT,AM 1,5 SW 275 SW 275 Maximum power pll.,x '75 WP maximumpower P-1 19 3.3 VVp Open circuit voltage V, 38,5 V Open circuit voltage V-1 34.7'V Maximum power point voltage 323 V Maximum powerpoint voltage V,r., 29]V Short circuit current I, 8.99 A Short circuit current 7.26 A Maximum power point current 1w, 8-52 A Maximum power point current 6.81 A 1.00ow/ml,2%'(',Ass I au?s'c jt SIC Qffi,enq,(10010 V,,,a-rn?)is arllic,lj THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT Cells per module 60 TC 1, 0,G�0 4 3 K TC -0,30%/K Cell type ik.A.ono crystal ine Celldimension5 -3,14 in x 6.14 in(156 mrn X 156 Trial) 045 !K Tcp�.. Front Tempered glass(FN 17150) Operating temperature -40'C to 85'C Frame Clear anodized aluminum Weight 46.7 IDs(211 kg) 100D W/m� SYSTEM INTEGRATION PARAMETERS 800 Vj/m' Maximum system voltage SC if 1000 V 600 Vv/m' Max.system voltage USA NEC 600'0 A Maximum reverse current 16 4QO W 7n 3 Number of bypass diodes 113 psf downward 200 W/rn2 UL Design Loads' Two rail system 64 pshipward 10 0 AI/rnz I-,o psf downward UL Design Loads' Tnfee rail system 54 1,5f upward 213 psf davinward Module voltage[VI U IEC Design Loads* ,ao rail systern 50 PSf UPI.Alard ,N-sc 7,fmrtn tic stmmocudc:,stalla-.,,,ri r,tructicnr,for the dctads a;soc.ated with these load cases ADDITIONAL DATA Powersortina2l -0 Wr 11+5 INP J-Box IP65 Connector AK4/KSK4 Module efficiency 16.40% Fire rating(OL 7900 Cla55 C v""i Z,f,.!,, r»you ntmg 14,3W X4 VERSION 2-5 FRAME 4,210 f!M)t Corn ptjbj�—t�,b�-ih ;h,frame 4 focovorsn cr:f the lengt,of IN, inw,.11:eL,tne+x*,ended 15rmrnndti,lCs l I CS fn,th e uoaeJ Sntes andd C.3 oa� a rc,f,2sreq r, I n -to U"170.?rt�.r6,-�H�nd.i-,t-.dinyp th:rr y J;Ihoq4ofy Tli�-,1�iDrq*n ,nI,,;v3ry b;)prndi ct;rd regin, CI:e[k,v th y)ur Snl ar0Ja rl.rr.prc<entatve to co nfi m,, idh labo.rnzo!y.n is z lict Ing 4 rti-eoroduct 5.I,W,rIJ AG i i i . t 3 1 Mt i 'FP.R �,unmodul SW 2_75 r Fully-automated production lines and seandess monitoring of the process and material ensure the gUalitythatthe company sets as its benchmark for its sites worldwtide- me > Soiarworid.Plus-,D- ing F7 Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers modules. ,,. that have greater than or equal to the nameplate rated povler. � � years c 2;F 3%eii,'a iiri:'�e�i�,ef�l+e efiaiE c�."�Uatc Esc-�"=`s :_:`: •,:+:••• r% SolarWorld guarantees a maximum pe formance degress on of o.7f p.a. in the course of 25 years.a significant added value compared to the two chase warran�i s Gammon u rV____ r A extended to 10 years 'in accordance with Cne aPPjicabsc 5olaruvorid Lirrai';ed+r>iarranty a purchase. ra;rf.�s_S,e?arwcrl.6 ee1m;''ti•arra"`V '.. ��� c Tr �'�AN6 31 rnic-go lNvg2TER5 dA) Roar. J v Iq� C©�biwf��oK � � � (�--5d��e PiecD uc��oa mEt�� �✓ T �--�'AFCT� D►S�otiNFlr � c� —s PROPER-.'\/ 0 —��c�rvo�Sl Q �►����—� 6 `l �o�bnWL ya7�S 0 I� XV M�o l<V I I FIRST-3 OP ID:AD CERTIFICATE OF LIABILITY INSURANCE 1 ° 0 06/126!2014 26120 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE Oil PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the CI r Cate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditic ns of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lie i of such endorsement(s). PRODUCER N�AMEncr An ela DiAugustino PHILLIPS INSURANCE A ENCY INC 97 CENTER STREET a"CO"N Ext.413-594-5984 AIC No):413-592-8499 CHICOPEE,MA 01013 E-MAIL Christopher McMaster ADDRESS:Angela phillipsinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Selective Insurance 12572 INSURED First Sun c olar Co. INSURERB:A.1.M.Mutual Iris.Co. 33758 PO Box 68 Ludlow,M k 01056 INSURER C: _ INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY TH T THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHS17ANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE I SUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONE OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSU NCE POLICY NUMBER M�OND Y EFF M M/uCY P LTR LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENE L LIABILITY S2111571 06/07/2014 06/07/2015 PREMISES Ea occurrence $ 500.00 CLAIMS-MADE X OCCUR MED EXP(Arty one person) $ 15,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 3,000,00 GENT AGGREGATE LIMIT PPLIES PER: PRODUCTS-COMPIOP AGG $ 3,000,00 POLICY X PRO- LOC $ AUTOMOBILE LIABILnY COMBINED SINGLE LIMIT Ea accident _ $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OV+MED PPRER ERTY DAMAGE $ HIRED AUTOS AUTOS UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETEN ON$ $ WORKERS COMPENSA N WC STATU- OTH- AND EMPLOYERS'LIABI X TORY LIMITS ER B ANY PROPRIETOR/PARTN R/EXECUTiVE Y N VWC-100-6018806-2014A 06/09/2014 06/09/2015 E.L EACH ACCIDENT $ 100,00 OFFICERIMEMBER EXCLU ED? ry] N 1 A (Mandatory fn NH) E.L.DISEASE-EA EMPLOYE $ 100,00 If yes,describe under DESCRIPTION OF OPERA IONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more apace la required) CERTIFICATE HOLDE CANCELLATION PROOFOF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Provide P of of Coverage ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE '� r � ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD ..r .,a--s. - '* MIII Boiftv,MA 02111 www.rna�.gm►Idia wort kkw"JapeWshe aInsarAumAtdavk Bu&IwfiCenhTide ' ' burs Iieantt = Plan Print F i o-r 'SV N oL-Ak Co , Ada Ar-eyouanvugdq�es?-Ci Amappmpr1aft1wA: Type of r I- lama sa�IerI wig_ 4 p I mm agenemml cantrac for Bezel i i t = employees(fa a wa r Patmime)-* have birexl# C_ p New o 2.0 lam a sole pe�odor or partner. f�on&eatta&ed sheet 7- .p�_ -Ihcso Slays ship an n ea�dtgioyees _ 8. p Danoiitiatt woddag fix I=is aqy capacity- amploym and have wddaW 9. ❑Building addition [No v O&W comp.msaraoee awgx:,miranct-# -1 S. p we are a s;orpor,f.Sr d its 1Q_p EkWiml or additions 3-El I am ahom ow=doing 811 work officers have excised ties xx.p Plambmg repairs or additions _ zightof ez=P&M PwMGf. t - e_152,§1(4�anawa aveiio 13 Q employees-.[NO wod=e comp- 3 tAg9 apo mtgot ehecl¢box#1=wish*M ovi ae sx1- bebw*wwi*Hues woetaas'Sompensadm Botwy m£on=dim t wbo tthisa$da. &gyms doing an wo&sod 8Kn him omd&eonftactors mud mbna a new aftbwk kdu t MWJL k:Onw� a ch=*a ks bcx m *edzuaddwwzl shcasbuwn me mode ofine sd-coat�and Me wl►elbaa or md ttoe dies hm �loyees.ifinesab-oom7r pMantow- C0MP-PoIiqYa I dnrot eWtoyet 8xttisywra tg worlfers'cos>;pa mm*n L=uvwcfor my employees: Below is the and job,site in or"M oft i awtarimcompaayNaener A A- IT\U- 'u A� T1u5v RAA,.PC� C� Foucy#or seifit.Lir-0: V�y�- coca- �.'�� ExphationDez 9 i5 Job SiteA&UTM (a N� cm► : Fla_ � , �� Attach a copy of the workeE�compewation p0W d+�ctaratien page(showing the pol'eer number and expiration date). Failure to secure eovt n e as required ender See inn 25A of MM o 152 can Lead to the imposition of c dnfau�I P�ltiw of a fine up to Sx,500-00 ar one-year ems,as wen as civff penalties in the form of STOP WORK ORDER and a fine of up to SMAB a d y against the violator_ Be advised that a copy of this.statement may be forwarded to the Office of briestigations.afthepIA fear insmanceraverage verification- I do hereby - dteptaeis and ery'ury dw the Wermmdan provided above is true and cornet Phone# L( Official use vn1,R!�o ant write irr flits as+ear to be completed Iry nr town ofjiaial i City er Town; 1 PermitlLiceaw# issaing Au& (circle one)_ L Board of Ifu� b_BoUdm' gDep�ent 3.CdylTowu Ckrk 4.Electrical Inspector �PImubing Tnspeeto�r Goniad PGiSOH: Thane p: I Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172035 Type: Corporation Expiration: 5/14/2016 Tr# 250708 FIRST SUN SOLAR CO. JOSEPH MONZILLO 2358 WILBRAHAM RD SPRINGFIELD, MA 01129 Update Address and return card.Mark reason for change. Address 0 Renewal E] Employment F� Lost Card SCA 1 0 20M-05/11 011""Ojjrecleftjc/l; License or registration valid for individul use only Office of Consumer Affairs_&Busifiess Regulation g _- before the expiration date. If found return to: FIOME IMPROVEMENT CONTRACTOR registration: 172035 Type: Office of Consumer Affairs and Business Regulation 1 Ex iration: 5/14/2016 Corporation 10 Park Plaza-Suite 5170 ''� p Boston,MA 02116 FIRST SUN SOLAR CO. JOSEPH MONZILLO 2358 WILBRAHAM RD SPRINGFIELD,MA 01129 Undersecretary No slid without signs re I Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 m)of enclosed space. Failute to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS IM UMassac�usetts -Department --f Pub is -a et{ Board of Building Regulations and Standards G,n%truition Super0.111- icense: CS-089309 PAUL J WRITE 30 NEVINS AVENUE LONGMEADOVIFMA 01106 0913012015 i 8 16" 16 16 16 16 16- 16 16 16 16 1:a 16 16 16 16 1- 16" 16 16 50 ■ �`.� ■ ■ ■ ■ 15.5 ft. 128" 26 ft. "L" Foot Lagged into 2"x8" Roof Rafters with Ecofasten GRK-PHERSS 5/16" x 4" GRK Fastners(typ) Deborah Blume XRS Rail =46.38 Lin. Ft.x 1.022 lbs. /sq.ft.=47.40 lbs(Total) 1123 Florence Road Solarworld 275W modules @ 46.7 lbs. = 326.90 lbs. (Total) Florence, MA. 01062 7 Enphase Microinverters @ 3.5 lbs.=24.5 lbs.(Total) BANKING ON THE SUN 7 Enphase (Engage)Trunk cables @ 1 lbs. =7 lbs. (Total) Garage(Back)-7/12 Pitch TOTAL System Weight= 405.80 lbs. 811 ■ 8" 16" 16" 16" 16" 1 s" 16" 16" 16" 16" 1`11 16" 16" 16" 16" 16 16" 16" 16" 16" 1 16" 16"; 50" ■ ■ 18 ft. 158" 30 ft. "L" Foot lagged into 2"x8" Roof Rafters with Ecofasten GRK-PHERSS 5/16" x 4"GRK Fastners(typ) Deborah Blume XRS Rail =53 Lin. Ft.x 1.022 lbs./ sq.ft.=54.17 lbs(Total) 1123 Florence Road 8 Soiarworld 275W modules @ 46.7 lbs.= 373.60 lbs. (Total) Florence, MA. 01062 8 Enphase Microinverters @ 3.5 lbs.=28 lbs.(Total) RANKING ON THE SUN 8 Enphase(Engage)Trunk cables @ 1 lbs. =8 lbs.(Total) MAIN HOUSE (Back) -7/12 Pitch TOTAL System Weight=463.77 lbs. ._.. 811 1.2" 16" 1611, 16" 16" 16" 16" 1W' 16" 16 50" 16" 11 ft. 50" 8" 13 ft. >1 I "L" Foot Lagged into 2"x8" Roof Rafters with Ecofasten GRK-PHERSS 5/16"x 4" GRK Fastners(typ) Deborah Blume XRS Rail = 46.38 Lin. Ft. x 1.022 lbs./sq. ft. =47.40 lbs (Total) 1123 Florence Road Solarworld 275W modules @ 46.7 lbs.=326.90 lbs. (Total) Florence, MA.01062 7 Enphase Microinverters @ 3.5 lbs. = 24.5 lbs. (Total) 7 Enphase (Engage)Trunk cables @ 1 lbs. =7 Ibs. (Total) TOTAL System Weight=405.80 lbs. MAIN HOUSE(Side)-7/12 Pitch f" 16" 16" 16" 16" 1fi" 16" 16" 16" 16" 16" 16" 16" 16" 16" 1t� 16 16 16 16 1� 16 16 50" •" " -1 " " 5" " " ■ ■ ■ ■ r-- ■ ■ ■ �r 18 ft. 158" 30 ft. t ="L" Foot Lagged Into 2"x8" Roof Rafters with Ecofasten GRK-PHERSS 5/16" x 4" GRK Fastners(typ) Deborah Blume XRS Rail = 59.62 Lin. Ft.x 1.022 lbs./sq. ft.=60.93 lbs (Total) 1123 Florence Road 9 Solarworld 275W modules @ 46.7 lbs. =420.30 lbs.(Total) low '. Florence, MA. 01062 9 Enphase Microinverters @ 3.5 lbs. = 31.5 lbs. (Total) BANKING ON THE SUN 9 Enphase(Engage)Trunk cables @ 1 lbs. =9 lbs. (Total) MAIN HOUSE(Front)-7/12 Pitch TOTAL System Weight= 521.73 lbs. barry engineers and constructors,inc. 176 Churchill street, pittsfield, massachusetts 01201 413-443-6591 August 4, 2014 Joseph Monzillo First Sun Solar P.O. Box 687 Ludlow. MA 01056 Dear Joe: Based on the most recent photo of the location of the panel installation, my site inspection of existing conditions, the floor plans and sketches you have provided. I have reviewed the loads for the proposed solar installation for the Blume residence at 1123 Florence Road in Northampton, Massachusetts. I have not made a full analysis of the entire building but only have reviewed the areas affected by the installation of the solar panels. It is my understanding that the solar systems are being installed in one layer near the ridge on the back side of the garage roof. in one layer near the ridge at the front of the main roof between the garage and the valley where the front wing bumps out: and at the left side of the front bump out. At the front bump out, the panels are being installed in a 4 over 3 layout starting at the front wall and extending no further than the bottom of the valley at the left corner. The existing rafters are 2x8 42 SPF wood rafters spaced at 16" on center which span approximately 12'-6" from the ridge to the outside wall. The weight of the solar panels is reported to be approximately 3 pounds per square foot. Based on the above information and the spacing of supports for adjacent rails at alternating roof ratters so that all rafters are equally loaded by the panels, it is my opinion that the solar system may be installed on the existing roof framing per the current evaluation requirements of the International Building Code. If you have additional questions or need further information, please contact me. William M. Barry ' .f SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: l '� Not Applicable ❑ Name of License Holder: PA Q` �.J IN L� CS -o81309 PO, ® I u-9 Q l License Nttm r//-5 A dr ss �^' Expiration Date / 33.E~-55(-2 7 zo�z- -------,) - gnature elephone 9.Registered Home Improvement Contractor: Not Applicable ❑C11 ��257" Sv�y ! � 1�. ( ` ,7 032 Company Name Registration N tuber ps, ox 64 -? acv l S �� Ad ss M /� '" � '���(ff (� Expir tion Da e Telephone 1z 7 4 iv SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(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 permit. Signed Affidavit Attached Yes....... No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition Replacement Windows Alteration(s) Roofing ❑ Or Doors 171 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[_] Siding[0] Other[ Brief Description of Proposed /C � � 50(A�� ARK> �` 4C( , PAA 6 Work: G Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached?_ rz� d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT {� '. J ` f � }� (,?/� L.-, ,as Owner of the subject property hereby authorize �� 57 ��!� 5co U I� 5 wwxy7i to act on my behalf,in all matters relative to work authorized by this building permit applicatio . Signature of Owner Date ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. k5� S ti ����� SoS PIS l/l'� Uzi ��C� Print Nam G / Signa r f Own gent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front 40 Side L: I0 R: I0 L: R: Rear l a, Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO G DONT KNOW ® YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW © YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW ® YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: C. Do any signs exist on the property? YES © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit U VAUG _ 5 2014 �� 212 Main Street Sewer/Septic Availability i Room 100 WaterJWell Availability ectric,Plumbing&Gas ins , ions Northampton, MA 01060 Two Sets of Structural Plans Northampton,MA 01cJnon 13-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: pp This section to be completed by office &A6 Map Lot Unit Zone Overlay District Elm St.District Ca District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: aw Name(Print) Currenpt Maili n g Ad ass. t Gj Telephone Signature 2.2 Authorized Agent: air � 7 L �l� . Al A, 2m- q Current Mailing Address: Telephone N 3-E IMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com leted by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of l v Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total= 0 +2+3+4+5) � . d Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0151 APPLICANT/CONTACT PERSON FIRST SUN SOLAR CO ADDRESS/PHONE P O BOX 687 LUDLOW (413)209-9456 Q PROPERTY LOCATION 1123 FLORENCE RD MAP 44 PARCEL 123 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 8.52KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing_ Accessory Structure Building Plans Included• Owner/Statement or License 089309 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO,VMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management ition Delay Si ature of BuildirMicial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 1123 FLORENCE RD BP-2015-0151 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 44- 123 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Categoa: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0151 Project# JS-2015-000267 Est. Cost: $24000.00 Fee: $144.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: FIRST SUN SOLAR CO 089309 Lot Size(sa. ft.): 59677.20 Owner: SIRACO SANDRA J&DEBORAH A BLUME Zonine: Applicant: FIRST SUN SOLAR CO AT. 1123 FLORENCE RD Applicant Address: Phone: Insurance: P O BOX 687 (413) 209-9456 O WC LUDLOWMA01056 ISSUED ON.811112014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 8.52KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/11/2014 0:00:00 $144.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner