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38B-160 nag I SOLARMoum Technical Datasheets w.:a u N SolarMount Beams 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 Moment of Inertia(X-Axis) in" 0.464 1.450 Moment of Inertia(Y Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 1�" HEX HEAD SCREW SLOT FOR T-BOLT OR �"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR 0 1.385 HEX BOLT SLOT FOR 3 " HEX BOLT 387-� H 750 Y � 1.875 Y ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted gas I :rnuNIRAC SolarMount Beans Connection Hardware SolarMount L-Foot Part No. 310065, 310066, 310067, 31006 • 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: 0.215 Ibs(98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized Bea Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 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 3.01 Applied Load Average Safety Design Resistance 3x SLOT FOR Direction Ultimate Allowable Load Factor, Load Factor, 3�e HARDWARE `.. Ibs(N) Ibs(N) FS Ibs(N) m Ii zzol ' Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 "'UNIRAC SolarMount Mid Clamp Part too.320008,320009,320019,320920,320021, 320084,320085,320086,320087,320120:320122 Mid clamp material: One of the following extruded aluminum n-a Bolt alloys: 6005-T5, 6105-T5,6061-T6 Mid la a Nu Ultimate tensile: 38ksi,Yield: 35 ksi Clamp Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T bolt and one W-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque Beam 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 1.00 DISTANCE - Direction Ultimate Load Factor, Load Factor, BETWEEN MODULES lbs(N) lbs(N) FS lbs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse, Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y ------- ------ --- Sliding,X+ 1194(5312) 490(2179) 2.44 741 (3295) 0.620 -►X Dimensions specified in inches unless noted SolarMount End Clamp Part Ado.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118 320123.320124 320173 3201$5,320220, End clamp material: One Of the following extruded aluminum 320233,320234,320331 alloys: 6005-T5, 6105-T5, 6061-T6 Olt Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight:varies based on height: --0.058 lbs(26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Mange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one W-20 ASTM F594 serrated flange nut Bea Use anti-seize and tighten to 10 ft-lbs 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 I.s Applied Load Average Allowable Safety Design Resistance MINIMUM ' Direction Ultimate Load Factor, Loads Factor, t.... i` lbs(N) lbs(N) FS lbs(N) HEIGHT �� v"RTES Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MOWLE THICKNESS i Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specinstl®s uIa(®ssne�fed SolarMount Technical Datasheet Pub 100602-ltd V1.0 June 2010 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 Fart No.321001, 321002 ' Washer Bottom Up Clip material: One of the following extruded aluminum Bottom but (hidden.se alloys: 6005-T5, 6105-T5,6061-T6 ( Up Clip no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: 0.031 Ibs (14g) Bolt ' Allowable and design loads are valid when components are Beam assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one W-20 ASTM F593 bolt, one W-20 ASTM F594 serrated flange nut, and one%"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 fully 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) 4) u 24 1 11 F f Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y t... Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 1 100 Sliding,Z± 1 66(292) 27(119) 2.44 41 (181) 1 0.619 _....�X t_., Dimensions specified in inches unless noted a ELECTRICAL CHARACTERISTICS(STC*) MU ■ l Nominal Output(Pmax) [W ] 270 275 280 Volta a at Pmax(Vm ) [V] 34.4 34.8 35.3 Current at Pmax(Imp) [A] 7.87 7.92 7.95 Open Circuit Voltage(Voc) [V] 44.1 44.3 44.6 Short Circuit Current(Isc) [A] 8.37 8.41 8.44 Power Classificatiorl a A] -0/+4.99 -0/+4.99 -0/+4.99 Tolerance on Nominal Output [%] +/-3 i +/-3 +/-3 Maximum System Volta a IEC EN:1000 V/UL 600V Cell Efficiency [%] 15.41 15.69 15.98 Module Efficient [%] 13.87 14.13 14.39 STC*(Standard Test Conditions):Irradiance 1000 W/m',Module Temperature 25°C,Air Mass 1.5 ELECTRICAL PERFORMANCE AT NOCT Nominal Output(Pmax) [W l 197 200 204 Voltage at Pmax(Vm ) [V] 31.3 31.6 32.1 Current at Pmax(Imp) [A] 6.30 6.34 6.36 Open Circuit Voltage(Voc) [V] 40.8 41.0 41.3 Short Circuit Current(lsc) [A] 6.78 6.81 6.83 NOCT:Irradiance 800 W/m',Module Temperature 45+/-2°C,Air Mass 1.5 I-V CURVE AT DIFFERENT IRRADIANCE LEVELS TEMPERATURE CHARACTERISTICS 9 r7 -- ---- ------ ----- --- .. 6 - --------- NOCT** 45+J-2' = 5 - - 4 - ---- ---- Tem erature Coefficient ofPmax -0.45%/°C 3 w - m _...__ r Temperature Coefficient of Voc -0.33°fol°C z -- _ Temperature Coefficient of Isc 0.06%/°C o Maximum Series Fuse Ratin 20 A ° 5 ,o ,5 zo zs ao as 40 `�Ita9e m Operatin Temperature from-40 to+85°C Above graphics according toLDK-270P24 Storage Temperature from-40 to+60°C NOCT**:Nominal Operation CellTempemure sun 800 /m2 Air 20°C;wind speed Im/s PERFORMANCE AT LOW IRRADIANCE 1.05 MECHANICAL CHARACTERISTICS r = 0.95 ----------------------- -------------- Solar Cells 72'(6x12)poly(irystalline silicon solar cells 156 x 156 mm °9 Front Glass 4 mm thick,tempered lass/AR coating lass 0.e5 Backsheet TPT(Tedlar-PET-Tedlar)/BBF 0.8 zoo 300 400 500 600 700 eoo 900 loco Enca sulant EVA(ethylene vin 11 acetate) 1-dian<e[W/m2] Frame Double-layer anadizedaluminiumallo The typical relative change in module efficiency at an irradiance of200W/m'in relation to1000W/m' (both at 25°C and AM 1.5 spectrum)is less than 6% Diodes 6(3 x 2 in parallel)serviceable Bypass Diodes Junction Box IP65 rated PACKING CONFIGURATION Connectors MC4 or compatible connectors , , LDK-P-24 Series 111 IVA Cables Length:1200 mm/Section:4.0 mm' Dimensions 1958 x 994 x 50 mm/77.09 x 39.13 x 1.97 in Packing Confi uration 20 ocs./box Weight 283 k /62.41bs Quantity/Pallet 40 pc s./pallet Max.Load Wind Load:2400 Pa/Snow Load:5400 Pa Loading Capacity 440 cs./40 ft(High Cube Container) LDK Solar reserves the right to make specifications changes without any prior notice.This data sheet complies with the EN 50380 requirements.V1-February 2012-Q LDK Solar Limited.All rights reserved.BO.E. Partner: info.c:anada@1dkso1ar.c:om ni www.ldksolar.com L/OHT OUR FUTURE POLYCRYSTALLINE •D Jew L/GHT OUR FUTURE s` T WHY LDK SOLAR MODULES .. •Industry leading module power output warranty •International quality,safety and performance certifications •Modules manufactured in ISO 9001 certified factories >' •High-reliability with guaranteed 0/+5 Wp peak power classification WARRANTIES • 10 years for product defects in materials&workmanship l ' • 12 years for 90%of warranted minimum power •25 years for 80%of warranted minimum power CERTIFICATES •IEC EN 61215,IEC EN 61730-1-2,CE Conformity •UL 1 703 2002/03/15 Ed:3 Rev:2008/04/08 •ULC/ORD-C1703-01 second edition 2001/01/01 •UL and Canadian standard for safety flat-plate •ISO 9001:2008 Quality Management System •CEC Listed:modules are eligible for California rebates •PV CYCLE:voluntary module take back and recycling program ' • MCS The Microgeneration Certification Scheme UK CE �1► APP ROVEOP ROCUCT PV CYCLE 50 4-10x10 Drainage holes 4 places 8-8.3 Drainage holes ®Junction box 8 places 8-14.9 Mounting slots 8 places LO CA LO 0 0 N I Q` Ground holes 2 places 0. Lr I O Tolerance oflength and width dimensions is 2 mm Vt-February 2012-0 LDK Solar Limited.All rights reserved.E.&O.E. i ill �., /47VICAV px V,41, J&L/ wow 0,J) Ua VC nl ti s1 rA -4 �n\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only 2 DOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �. Registration: 183796 Type: Office of Consumer Affairs and Business Regulation Expiration: 11/13/2017 Individual 10 Park Plaza-Suite 5170 Boston,MA 02116 EDWARD STEMPNIEWICZ EDWARD STEOMPNIEWICZ , 141 IRELAND ST CHESTERFIELD,MA 01084 Undersecretary Not valid without signature 1 __ - 12114/2015 Urdrac-50LARMOUNT-E Confiigurator-Results Engineering Report For stamped engineering reports for other states,please refer to our SOLARMOUNT-E Technical support page. 4 Download Engineering Report EER �C 7 Ocwoer 11-2011 SI-t a ►n Un=,ac,:nc. 1411 Wo3 .ar eo..leva,d NE q, A,,buaue,°que.N%P 4710.-1545 Aro, A671 + sunaett: Pim act E,ai srcn'Enc)ree,ng SolaAlo,rrt"E.a u c,. ht•e To tihe•n It Va.Ccnce�n; W n. -. Sill T: .,. Per oU recces:,"Y`and a;;o iac¢�.Inc TICAA,nay,ne.;ev ed t-e e,g^�eennq anc Q .. ,.,; tes",g c�o,,ded by Uw,ac..nt.anc nas dete+^-iinec that tre a tacted Tales : `.KCNStv.•�Ar acc:n ately eeFire the �J"'ONA_ it-20%and 2004:RC ar-d I13C'cc•les Tr-le attar"ed 4c-Trat-or s a su-navy 4 :he 9rocim code-=24,ar„e,ises.descr,no,,.oes=gr and,rsta4atw a-A oandfwr z of use. Ines,n'o,rnenor ,s cons,.stent wth that su=—nnterd to:CC-E3 fc? p,Aux ae.1 We -ecognrwn undert-e ICC-ES E.a+uaticr S4�vices Report p Cess `>7s„e rc�41 Sncem Tetence3,Cavanaat TERN EsFREt< TIC an;±Assccsates Inc 4t57e ,fir • {-t C .^ �dbxALFJ. Encvs es: Se=,ors 1-5 of p oo a Eva'"E-•g r^°' kXhRAtFt3 rtAfr t Tahies 1 tc 1" f'f Ins:a4ation Figures fif ry4..)• _ . . �� *'lt ccv nle 310003TC.100 IN -� i*?' e►� 1 � i�• •t t ff tai ! 352 i •.ij�.�.Y�TL” ""•!, 4 '�`rrrrrMiiiNtµ'+y a ''„ ~" ON NAIL Ft t�rLI Cq'' ty�l)11111IllJf� 3r ;,, 4« ' � �`' t1�,t• ,�; di;i Lrrcac tree uu•agA+ca, E+:+u>r f �` i� •« `;* Page cx' �t111H Mtp/tnrac.coralconfigurators/estimator_eseries/?modtde=solarmounte&task=estimaW&mode= l&type=sdar&id=4 314 i i I 121140015 UNrac-SOLARMOUNT-E Con iguratm-Results SOLARMOUNT-ETM Configurator - Results PPr kct Contact Info Flush to Roof Array Sued cations Name: Joseph Murphy Manufacturer: LDK Email: pocamep @gmail.com Module Model: LDK-280P-24 Telephone: 4138585352 Module Size: 39.13"x 77.09" Module Orientation: landscape Pr9ject Location Module Rows x Cols: 7 x 5(35 Total) Address: 184 South St Number of Arrays: 1 Northampton MA Total Kilowatts: 9.8 City,State: Northampton,MA Zip code: 01060 Beam Direction: East-West County. Hampshire Selected Beam Span: 48 in. Basic Wind Speed: 100 mph(User Adjusted Max Span: 62.86 in. Modified) Base Max Span: 62.07 in. Ground Snow Load: 40 psf Roof Angle Adjustment 1.27% Exposure Category: B Run Length: 392.45 in. Max Roof Angle: 27 Max Distance between Retainers: 181 in. Special Notts on Basic Wind Spec} n,ndd Snowed Attachment Forces ApprOX Max tl`-Part of the county is in a Special Wind Region Up Force(lbs.): 116 150 Down Force(lbs.): 406 525 Side Up(lbs.): 60 77 Side Down(lbs.): 195 252 Approx.-Based on selected spans,check Load Limits Max.-For base maximum spans SOLARMOUNT-E Material Takeoff Part No. Part Type Part Description Suggested Quantity Unit Price Total Quantity 012240M Beams SM(E)BEAM 240"Mill 14 14 $104.40 $1,461.60 012168M Beams SM(E)BEAM 168"Mill 14 14 $7108 $1,023.12 002106M Mid Clamps SM(E)MID CLAMP MILL 56 56 $4.76 $266.56 (36.5mm-51 mm) 002011M End Clamps SM(E)END CLAMP MILL 28 28 $8.33 $233.24 (36.5mm-51 mm) 003002M Splices SM(E)RETAINING SPLICE 14 14 $6.50 $91.00 MILL 008002S Grounding Lugs GROUND WEEBLUG#1 14 14 $11.20 $156.80 008006S Grounding Clips SM(E)UGC-3 Grounding 42 42 $1.91 $80.22 clip 003004M Leveling SM(E)LEVELING GAUGE 10 10 $7.00 $70.00 Total Price-" Please note these are list prices.Contact your distributor for your system price. $3,382.54 hMYJ/trrrac.com/Cordigurators/estmator eseriesr?rnodLde`solarmounte&task=esfimator&mode=detail&type=solar&ic=4 1/4 i Page Project:Pioneer Sloar Northampton John Wallen P.E. Location:Mid Point South East carry beam with added brace i The Engineer Group LLC Multi-Loaded Multi-Span Beam PO Box 262 or [2009 International Building Code(2005 NDS)] Chesterfield MA 01012 6.5 IN x 6.5 IN x 12.0 FT(3+6+3)(Weak Axis Bending-Flat Use) StruCalc Version 8.0.113.0 12/11/2015 8:26:46 PM #2-Hem-Fir(North)-Dry Use LOADING DIAGRAM Section Adequate By:158.4% Controlling Factor:Moment DEFLECTIONS Lei Gente r Right Live Load 0.00 IN UMAX 0.02 IN U4456 0.00 IN UMAX Dead Load 0.00 in 0.00 in 0.00 in Total Load 0.00 IN UMAX 0.02 IN U3529 0.00 IN UMAX Live Load Deflection Criteria:U120 Total Load Deflection Criteria:U120 REACTIONS A B C 0 Live Load 571 lb 1644 lb 841 lb 67 lb Dead Load 117 lb 515 lb 269 lb -21 lb Total Load 688 lb 2160 lb 1110 lb 46 lb Uplift(1.5 F.S) -103 lb 0 lb 0 lb -180 lb 3 ft 6 ft 311 Bearing Length 0.26 in 0.82 in 0.42 in 0.02 in BEAM DATA Left Cente r Right Span Length 3 ft 6 ft 3 It UNIFORM LOADS Lett Center RJght Unbraced Length-Top O ft O ft O ft Uniform Live Load 0 pif 0 pif 0 pif Unbraced Length-Bottom 3 ft E ft 3 ft Uniform Dead Load 0 plf 0 pif 0 pif Live Load Duration Factor 1.15 Beam Self Weight 8 pif 8 pif 8 plf Notch Depth 0.00 Total Uniform Load 8 plf 8 pif 8 pif MATERIAL PROPERTIES TRAPEZOIDAL LOADS-LEFT SPAN #2-Hem-Fir(North) Load Number One Base Values Ad'us ed Left Live Load 453 pH Bending Stress: Fb= 550 psi Fb'= 632 psi Left Dead Load 130 plf Cd=1.15 CI=1.00 CF=1.00 Right Live Load 340 pif Shear Stress: Fv= 135 psi Fv'= 155 psi Right Dead Load 98 pH Cd=1.15 Load Start 0 ft Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Load End 3 ft Min.Mod.of Elasticity: E_min= 400 ksi E_min'= 400 ksi Load Length 3 ft Comp.-L to Grain: Fc--l-= 405 psi Fc-J-= 405 psi CENTER SPAN Load Number One Controlling Moment: -932 ft-lb Left Live Load 340 pif Over left support of span 2(Center Span) Left Dead Load 98 pif Created by combining all dead loads and live loads on span(s)1,2 Right Live Load 113.25pif �1A Of 41,1 Controlling Shear: 1107 lb Right Dead Load 32 pif r 1' s�0 At left support of span 2(Center Span) Load Start 0 ft Created b combining all dead loads and live loads on span(s)1,2 .° 1AHN A Y 9 Load End Eft 'AA,LLEN M Load Length 6 ft CIVIL Comparisons with required sections: Read Provided g)�HT SPAN N( 46578 Section Modulus: 17.71 in3 45.77 in3 Load Number One Area(Shear): 10.7 in2 42.25 in2 9a� �Q+S1faE9 Left Live Load 113.3 pif FSS�oM�4t M4 Moment of Inertia(deflection): 5.06 in4 148.76 in4 Left Dead Load 32 pif Moment: -932 ft-lb 2409 ft-lb Right Live Load 0 plf Shear: 1107 lb 4373 lb Right Dead Load 0 pif NOTES Load Start o ft 12/11/2015 This calculation assumes the bracing suggested in the photo details Load End 3 ft has been added. Load Length 3 ft In page Project:Pioneer Sloar Northampton John Wallen P.E. Location:hip beam top of span The Engineer Group LLC Roof Beam PO Box 262 or 12009 International Building Code(2005 NDS)j Chesterfield MA 01012 3.5 IN x 7.25 IN x 17.0 FT (Actual 17.1 FT) StruCalc Version 8.0.113.0 12/11/2015 8:26:46 PM #1-Hem-Fir(North)-Dry Use LOADING DIAGRAM Section Adequate By:6.3% Controlling Factor:Moment DEFLECTIONS Center Live Load 0.22 IN U951 Dead Load 0.10 in Total Load 0.31 IN U657 Live Load Deflection Criteria:U120 Total Load Deflection Criteria:L/120 REACTIONS A B Live Load 2515 lb 370 lb, Dead Load 1014 lb 171 lb Total Load 3529 lb, 541 lb Bearing Length 2.49 in 0.38 in n x Y A 13 ft BEAM DATA Left Span: 4 ft Unbraced Span-Top of Beam: 0 ft ROOF LOADING Unbraced Span-Bottom of Beam: 13.1 ft Side One: Center Span: 13 ft Roof Live Load: LL= 40 psf Unbraced Span-Top of Beam: 0 ft Roof Dead Load: DL= 15 psf Unbraced Span-Bottom of Beam: 13.1 ft Rafter Length(HipNalley): RL= 12 ft Roof Pitch Side One: 1.7 :12 Tributary Width based on half span of rafters. Roof Pitch Side Two: 1.7 :12 Side Two: Distance to Support from Upper End: 4 ft Roof live Load: LL= 40 psf Roof Duration Factor 1.15 Roof Dead Load: DL= 15 psf Beam End Elevation Difference 1.7 ft Rafter Length(Hip/Valley): RL= 12 ft MATERLAL PROPERTIES Tributary Width based on half span of rafters. #1-Hem-Fir(North) Wall Load: WALL= 0 pif Base Values Adjusted SLOP ITCH ADJUSTED LENGTHS AND LOADS Bending Stress: Fb= 1000 psi Fb'= 1455 psi Adjusted Beam Length: Ladj= 17.08 ft Cd=1.15 CI=0.97 CF=1.30 Beam Self Weight: BSW= 5 plf Shear Stress: Fv= 145 psi Fv'= 167 psi Beam Triangular Live Load Adjusted For Slope: TRL= 339 plf Cd=1.15 Beam Triangular Dead Load Adjusted For Slope: TRD= 129 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Beam Uniform Dead Load Adjusted For Slope: wD-adj= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.-L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Controlling Moment: -3495 ft-lb 6.5 ft from left support Created by combining all dead and live loads. 4Y J1 HN A A Controlling Shear: 1846Ib " WALDEN M At support. C 65 Nt 478 65 Created by combining all dead and live loads. ? .°!d ?fOISTfQE� �a� Comparisons with required sections: Redd Pr vi °FSS� J1 Hatt Section Modulus: 28.84 in3 30.66 in3 Area(Shear): 16.6 in2 25.38 in2 Moment of Inertia(deflection): 26.54 in4 111.15 in4 Moment: -3495 ft-lb 3717 ft-lb 12/11/2015 Shear: 1846 lb 2821 lb NOTES NNW it page Project:Pioneer Sloar Northampton John Wallen P.E. Location:multispan rafter The Engineer Group LLC Mufti-Loaded Multi-Span Beam ` PO Box 262 of [2009 International Building Code(2005 NDS)] Chesterfield MA 01012 2.5 IN x 5.5 IN x 22.0 FT(10+12)(Actual 22.1 FT) StruCale Version 8.0.113.0 12/11/2015 8:26:46 PM #1-Hem-Fir(North)-Dry Use LOADING DIAGRAM Section Adequate By:6.9% Controlling Factor:Moment DEFLECTIONS Left Center Live Load 0.24 IN L/505 0.46 IN U315 Dead Load 0.03 in 0.10 in Total Load 0.26 IN U457 0.55 IN U261 Live Load Deflection Criteria:L/120 Total Load Deflection Criteria:U120 REACTIONS A C C Live Load 355 lb 1107 lb 415 lb Dead Load 79 lb 316 lb 108 lb Total Load 433 lb 1423 lb 522 tb — = = Uplift(1.5 F.S) -26 lb 0 lb 0 lb loft .. 12 ft Bearing Length 0.43 in 1.41 in 0.52 in BEAM DATA Left Cente, Span Length 10 ft 12 ft UNIFORM LOADS Left Cente Unbraced Length-Top 0 ft 0 ft Uniform Live Load 80 pif 80 pif Unbraced Length-Bottom 10 ft 12 ft Uniform Dead Load 20 plf 20 pif Beam End Elevation Difference 2 it Beam Self Weight 3 pif 3 pif Live Load Duration Factor 1.15 Total Uniform Load 103 pff 103 plf Notch Depth 0.00 MATERIAL PROPERTIES #1-Hem-Fir(North) Base Values Adj su ted Bending Stress: Fb= 1000 psi Fb'= 1622 psi Cd=1.15 C/=0.94 CF=1.30 Cr-1.15 Shear Stress: Fv= 145 psi Fv'= 167 psi Cd=1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi ER�tt1 OF 44s c Comp.-L to Grain: Fc-1-= 405 psi Fc-J-= 405 psi oa JnHN A Controlling Moment: -1594 ft-lb " WALLEN M Over left support of span 2(Center Span) C:u.L Created by combining all dead loads and live loads on span(s)1,2 NQ,46579 Controlling Shear: 747 lb °� �oISTE a At left support of span 2(Center Span) °FSSroy4L Nod Created by combining all dead loads and live loads on span(s) 1,2 Comparisons with required sections: Read Provided Section Modulus: 11.79 in3 12.6 in3 12/11/2015 Area(Shear): 6.72 in2 13.75 in2 Moment of Inertia(deflection): 15.93 in4 34.66 in4 Moment: -1594 ft-lb 1704 ft-lb Shear: 747 lb 1529 lb NOTES Longest rafter analyzed with 40 psi ground snow load. Unbalanced load considering Pg at full load with no slope load reduction. - n South East Roof 4 Access ladder Tap pegs into beam until firm, then cut flush where necessary. Typ. Reinforce this beam adding braces showr mid post. (2 ply) brace 2x8 DF; South Ease fa .:_.. �. _ _.. ._ � ,, '` ripped to match widtl roof rafters, tie to beam each side of pc mid beam with H6 Brace to measure 4': rafter ties in all roof Fasten each ply into rafters supporting and beam with (3) 4" solar panels. Typ. TrussLok screws ea( of each ply. Typ. .» f 3/4" CDX plywood, One piece each �tN k front and back; cut to extend 1/2 p: 1 i3HN x. braces, and lap 5" onto beam. Typ. c? A. `:+ VvALLEN M C;VL NO 46578 Fasten plywood each side with (3) 3/8" bead 9p��f0lStEp`'� urethane construction adhesive under nail Iii Fss�orret "° . , and 0.131x3.25" nails, 2" o.c., along nail lir nr shown; one nail line into each brace ply, 3 nc 12/1112015 lines into beam, 3 nail lines into post. Typ. BEAM REINFORCING nj THE ENGINEER GROUP LLC 4 BRACES TO BE ADDED BOFAT HILL RD CHESTERFIELD, MA 01012 SOUTH-EAST MID BEAM 570-263-7296 �I i I i i i Chimney Simpson WB106 flat strap cut r to 5'-0" length and wrap over '� top of top beam, then extend to lap over of post 18". Install this . - strap on NW, SW, and SE -� corners in same manner. Install 16d 0.162x3.5" nails thru strap, f (10) into top beam, (10) into post. Typ. F� 3 Tie all rafters to r mid beam withk � 1 Simpson H6 rafter r `' Southwest corner ties and 8 ( ) 8d past supporting nails ea end. Typ. mid beams. Secure all blocking between :4, Others similar, typ. " r =. ow double beams with 0.131x3.25" x toenails top and bottom. (2) each side. i r E�ti,'A Blocking should be added 1. ti JOHN A A t between double beams where U WALLEN t cvL spacing exceeds 36" Typ. ` N_ as5�s ' 12/11/20 n BEAM REINFORCING Ys ;` ` THE ENGINEER GROUP LI FASTENING TO BE ADDED BOFAT HILL RD CHESTERFIELD, MA 0101 SOUTH-WEST MID BEAM 570-263-7296 I -._L. The Engineer Group, LLC 20 Bofat Hill Road Chesterfield,MA 01012 fastened to the posts for uplift as well,per the details in the photos.The rafters and posts at the exterior walls, we feel do not carry significant enough uplift to warrant tie downs as existing fastening,and dead load should counteract uplift at this region. The solar panels should be mounted on a rail system with max"L" foot spacng of 48" o.c. measured along the rails to fasten through the roofing into every other rafter. Rails will be running perpendicular to the rafters.The 48" spacing should be verified with the rail manufacturer.The rail system,and panels should be rated for the spacings at 40 psf ground snow load. Fastening of L feet, for uplift should be done per the rail,panel,and metal roof system manufacturers recommendations for 90 mph 3 sec gust wind in addition to the snow load. On the exterior of the roof,there is a metal ridge cap missing which will allow water intrusion under the metal and into the roof.This will affect the integrity of the roof structure in short time,if left unattended.The ridge cap should be installed, and we suggest the roof material be unspected and sealed appropriately at ay locations necessary before installation of the solar panels. We have not done a complete wind analysis on the building,as this is uncommon for buildings in this wind zone,and building location.We have also not verified anything below the attic level. We believe this proposal is conservative given the condition, age of the structure,and with the strength of existing members likely in excess of what we have used in calculations.This proposal is not to be considered final until it has both the engineers seal,and the final approval from the building department having local jurisdiction. If you have any questions, please give me a call.Thank you. Sincerely; N OF Y4S���+P JOHN k John Wallen,P.E. " Jad,LLEN r i11VIL The Engineer Group,LLC NO 46578 570-263-7296 �Av � 9 ��$S'ONAL K4 12/11/2015 'i The Engineer Group, LLC 20 Bofat Hill Road Chesterfield,MA 01012 Date:12/11/2015 To:Ed Stempniewicz,Pioneer Solar Energy Re/Project: 184 South St,Northampton,MA 01060;roof retrofit for addition of solar panels. Ed, You asked The Engineer Group LLC to do a roof anlysis for the installation of solar panels at the above referenced address.After the site visit for the above referenced project,I am proposing the following as a roof upgrade for the solar panel installation. According to the Massachusetts State Residential code,an acceptable standard for snow load in the area of the home is 40 psf ground snow load. For this roof,you proposed a flat panel array where the panels would lie parallel to each roof surface in plane with the roof,on the southeast and southwest faces.This configuration adds to the dead load of the roof,and does not significantly affect the snow load contribution to the roof.The Massachusetts building code references ASCE7- 05 as a standard to calculate loading,which allows roof rafters to be evaluated using the ground snow load as the unbalanced condition loading.The unbalanced load is the worst case in this instance.The attached calculations reflect this loading. The roof is a 4 sided hip,mor or less a square,and hips converge at the center.The roof appears to have been replaced some time after the original building was constructed as evidence by mill sawn lumber in the rafters and hips,resting on hand hewn timber frame posts and beams.I would estimate the roof rafters and hips as early 1900's,possibly earlier,and the supporting timbers to be much older.The roof is framed with heavy posts supporting horizontal beams in two concentric rectangles supporting the rafters,and hip rafters.The beams are located at the exterior wall,and the second supporting rectangle at approximate mid point of the rafters.A center post also supports the interior ends of the hip rafters only where they converge at the center. The rafters are adequate to support the imposed snow load,and dead load of the roof with solar panels.The hip beams are also adequate to support their span.The main beams at the exterior appear adequate,as they are supported by the walls below at about 24"o.c.stud spacing in addition to the timber posts. The mid point beam at the South-East facing side,located nearest the access hatch fails calculation for current snw loads by 48%.This is assuming the allowable strength values are approaching the best lumber available today.Though the existing material may be stronger than the best available today,we can not tell for sure so it would be conservative to reinforce the South-east beam which measures 6.5"x6.5"with bracing descrived in the attached Photo 1. The ends of this beam already have bracing installed when the building was built.Only the center post is required to have additional(2)braces installed,one on each side of the post to the beam above.The Southwest beam, nearest the chimney,has shorter spans,and is also a double stacked beam of similar size.The double beam has existing random sized spacers(shim blocking)added between the beams to provide contact between the two stacked beams.This existing blocking should be secured,so it can not be displaced,as the attic area is used for utilities access. Securing details for blocking is shown in Photo 2 attached. Since the solar panels are fastened for uplift to the rafters,we feel it is necessary to fasten the rafters to the midpoint beams more securely that the existing toe nails provide.The rafters should be tied to the mid point beams with fasteners shown in the photos.The mid point beams should be I I l City of Northampton 212 Main Street,Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: ,Svv n( 51 V�'TL'" The debris will be transported by: 11-16 JIx/s The debris will be received by: /j 1.1 Building permit number: Name of Permit Applicant Date Signature of Permit Applicant I i I i ii .. { �� __ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): �iu 114,W Address: /4tl 9 Q ST City/State/zip: ,Cff" /c �=c0 ©j0j-V Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.(� 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9 E]Building addition [No workers' comp. insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.[]Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.CgOther S�?� /0/ comp, insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si,,nature y Date: 0�/S'�/ 1` Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector I I III The Commonwealth of Massachusetts Department of Industrial Accidents F Office of Investigations I Congress Street, Suite 100 t Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AvOcant Information Please Print Legibly Name (Business/Organization/Individual): Address: Q6 Zf1A4,S1D2r AX City/State/Zip: Z .4` /-,�)A 014.,4 Phone#: `f1,3 3 Are you an employer? Check the appropriate box: Type of project(required): L❑ I am a employer with 4. [] I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.A 1 am a sole proprietor or partner- listed on the attached sheet. 7. E] Remodeling ship and have no employees These sub-contractors have g_ [] Demolition working for me in any capacity. employees and have workers' 9 n Building addition comp. insurance.$ [No workers' comp.insurance required.] 5. n We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I Ln Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.n Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: T Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: ��� 7 Date: Id-1171/ Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector --L- SECTION 8-CONSTRUCTION SERVICES §.1 Licensed Construction Supervisor. Not Applicable ,Name of LW9nse Holder: License Number Address Expiration Date Signature Telephone 9,Rgulsitmd Home IMetR j not Cox or: Not Applicable ❑ Company Name Registration Number /y1 . gyp sr crSWir-ilq--10 414 ova FY //i 3/raa>> Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C.152,g 25C(B)) 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....... M No...... ❑ 11. - Home t�vvngr Exemption ■rrrrw e r irrrn moll 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 Sego"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 tw&,year period shall not be eonsiderell a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official.that he/she shall be respousible for all such work performed under t e}� building germ tj As acting(o0_Q3etiou Sgperrvii 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 Iiable 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 i .M' ISSUES THE FOLLOW Li1rEi� E>. x A =A' t JOURNE Y MAN .ELECTi21 C i . ,}} °i' BATES R t VoS,iJDE A � = "t CE N!a 01052 283y o7/ /� 31811 it I SECTION 8-CONSTRUCTION SERVICES 8.1 Licensled Cortstrucstion Supe sor. gG e—C—,I rl U A� Not Applicable ❑ Name of License Holder: ./ kll 1 T 61W?-!S %f:�)©�,/Q 6 License Number 713 4J6 Address Expiration Date FL-1/fe� Ic t Signature Telephone _ . 3 7Y is j? 009 9.Reaistered Home Imorovu_ment Contractor; Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§26C(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 Dwel6inss of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,grrpvided that the oryner acts as supervisor.CMR 781 Njxth 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-vgir period shalt not be consi,i Bred a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be lrrpspo sin ible for all such work performed under the bMillding permit. As acting Coustruction Supelwisor 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 i SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) El Roofing Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [E3] Decks [M Siding[C7] Other[�7] Brief Description of Proposed Work: 9•B Kw f{�1� 7yiU:%uV SOLD lPW AIWA y Alteration of existing bedroom Yes _No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes Jl No Plans Attached Roll -Sheet 6a.if New house and or addition to existing housing,complete the followina: 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? 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 1, J /01'),'400'4/ as Owner of the subject property hereby ritel✓/�'I� S 1�1� r�� G'�t-7 ®f 6¢ Pidu �bZiU6i6Y to act behalf,in all relative to work authorized by this building permit application. /d Y6 Sig of Owner Date I w/ ® 1��71// l L Z p�� �Jci/lz�Z 5�'✓�� L�Zw�y ,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. Print Name Signature of Owner/Agent Date i� 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 Side L: R: L:_ R: Building Height Bldg.Square Footage Open Space Footage % (Lot area minus bldg&paved arkin #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW Q YES V IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained a Obtained 0 ,bate Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO IF YES, describe size, type and location: E. Will the construction activity disturb(ci aring,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 9 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. i __ Department use only City of Northampton status of Permit: Building Department Curb Cut/Driveway Permit L 7 20(� 212 Main Street Sewer/Septic Avaltabiltty Room 100 Water/WeliAvailability Northampton, MA 01060 Two Sets of Structural Plans + +lone 13-587-1240 Fax 413-587-1272 PWSRO Plans tit Per Spec ty APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 ProneCht. dress: This section to be completed by office /g'Lf 500M 57— Map Lot Unit Oq Tlfl+'A P 7 r.j Zone Overlay District Elm St.dlstrict CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: `P656 114- A uqpY h,,g 6w3 Name( nt) Current M fling Address: S�/3 3oi� �l Telephone Signa re 2.2 Authorize Agent: j of O S k.., SiTM PA,11,twoC,� d6c Pia sack �'x:Z9 GY c u,�11'lr,J trro� �i.4 G7/U.?L Name(Print) Current Mailing Address: Signature Telephone 3ECTIO N 3-ESTIMATE12 CQNSTRg00 COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) d UJ J O t, Check Number 13&0 This Section For Official Use Only Building Permit Number. Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2016-0816 APPLICANT/CONTACT PERSON EDWARD STEOMPNIEWICZ ADDRESS/PHONE 205 W CUMMINGTON RD CUMMINGTON01026(413)858-5352 PROPERTY LOCATION 184 SOUTH ST MAP 38B PARCEL 160 001 ZONE URB(100) 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 9.8 KW SOLAR ARRAX v New Construction Non Structural interior renovations Addition to Existin Accessory Structure Building Plans Included: Owner/Statement or License 183796 3 sets of Plans/Plot Plan THE FOL OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION 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 lay Signature of Building Official 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. 184 SOUTH ST BP-2016-0816 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38B- 160 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Penn it# BP-2016-0816 Project# JS-2016-001374 Est. Cost: $29400.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: EDWARD STEOMPNIEWICZ 183796 Lot Size(sq. ft.): 11194.92 Owner: MURPHY R JOSEPH III Zoning. URB(,100)/ Applicant: EDWARD STEOMPNIEWICZ AT: 184 SOUTH ST Applicant Address: Phone: Insurance: 205 W CUMMINGTON RD (413) 858-5352 CUMMINGTONMA01026 ISSUED ON:1212112015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 9.8 KW SOLAR ARRAY - structural repairs per engineering requir 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 12/21/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner