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02-027 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT • USER REVDATE FRAME A ,I , CC) CD _., \ I 1 I I C ] 0.) :1. E. e�. (��1 C��. 1 poi i 1 1 1 1 1 1 Ii cm m ... co , g., ii, , I Ell -8 W N (I ° � CC) j. I. W 0 '�- - Vt�. CS op iv CB °o I IICI:AE VII. ��j■ CS I■ I. [�I. _ \ - r N -41 1/2 / 20 41 5/8 y 20 / — 41 1/2 Uf 0 � � gk nm 3n I < m p 0 � Q a Q "4 N m g p 1DOOOad DVNOLLV0DO3 NS3DOIDV NY AB D3O11DOUd PRODUCED BY AN AUtODESK EDUCATIONAL PRODUCT 0 USER REVDATE FNAME a N O d 3 0 e 0 N -1 ." — — 200-- — - — f- z — 18411/16 -- k o 1 Is re I o r i i - 1 F m a j m_ . o m O g 0 1 I j WS O w t i' . . . A 1 M i R E . . 0 3 I x a ( ? n s ' Ft l ` s , o o 1 o P a rl rn) w= x* A N _ O_ C7 O N D 2 O D A w N p m x 3 o `o_ N 4 ` e Iv _ a� ii m � m t° N o f 21 ma5 a--� o - m .. asD � o � I o o k - T --8a m = , m . y c Ot g m 3 1 ,-2,,--,;_ maw - 'i3-2 O. n' < o N ° i m ° = . a d �f n� m c o w om t > 1 o ol (32, m ° �` D a w mm I O w 9 O N a, o O C J fA N e O O - O S N 3 O? N j T .- f m < 3 O UD d W I y 1 (n A _ p O E 5 95 F F � �� N og °S N m g y� lOD00Nd 1VNO11VOD03 NS3001DV NV AS 030110071d ROOF - MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION • OVERVIEW Project Name Wilmerding Residence Garage array Address Northampton, Massachusetts The flushed to the western south facing roof, solar array being installed consists of an array of 12 modules (PORTRAIT orientation) at a 12:12 tilt and a roof mounting system. The mounting system includes a series of L -feet on Quick -foot with all metal flashing that represent discrete points of contact with the roof structure. Each support is secured to the 2X10 roof rafters via two GRK RSS 5/16" X 2 -1/2" structural screws. ROOF STRUCTURE COMMENTS 9.5" TJI joist for roof 1.Roofing Material: Height 9 1/2 inches asphalt shingles Width 2 inches 2.Roof pitch: 45 degrees Rafter spacing 24 inches on center SOLAR MODULE ARRAY WEIGHT CALCULATION 3. Horizontal Span: 9' Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) ( 12 1 41 492 Solar module 327NE Subtotal 492 Mounting System Units Unit Wt. Total Wt. SolarMount Standard rail 1024.5 0.064 65.6 Lbs /inch M215 Enphase 0 3.50 0.0 Lbs /inch L feet 27 0.24 6.6 supports include all hardware L feet on S -5 -N clamp 0 0.54 0.0 supports include all hardware L feet on VersaBracket VB -47 0 0.64 0.0 Eco- fasten with 8 screws and flashing 0 2.69 0.0 supports include all hardware Stand -off with roof boot (single support) 0 1.13 0.0 and roof boots Stand -off with roof boot (double support) 0 1.70 0.0 L -foot with hanger bolt (single support) 0 0.53 0.0 Quickfoot standoff 27 0.75 20.3 with flashing & hardware Quickfoot standoff with doubble support 0 2.00 0.0 with hanger bolt & hardware Splice bar kits 6 0.50 3.0 Module and rail grounding 1 1.75 1.8 Module universal end clips 0 0.20 0.0 Module mounting clips 30 0.16 4.9 Subtotal 102.0 Total solar module array weight 594.0 Ibs 1 POINT LOAD CALCULATION Number of support stand -off 27 Total solar module array weight 594.0_ Point load 1 22.0 Ibs DISTRIBUTED LOAD CALCULATION Photovoltaic module array area Array 1 Void space Array 3 Module width (horizontal) 41.18 inches 0 inches 0 inches Module length (vertical) 61.39 inches 0 inches 0 inches Intermodule spacing 1 inches 0 inches 0 inches Number of module columns 4 0 _ 0 Number of module rows 3 0 0 Array area 217 square feet 0 square feet 0 square feet Total array area 217 square feet Distributed load 2.7 Ibs / sf • PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT USER REVDATE FNAME 41 1 /2 t 20 41 5/8 f 20 41 1/2 k - _ j - Pull III 1.1 1M '1 CIE P.TIII I illi iv iv Iv ■ co WI co Mu co ki:INE 1 I I Ci .A P I C�i ti en' N co `, c Cl c ` N r N ? �' D N I o lid El co � u = o0 co a a CO iiii OD 611 61 1 N1 W .P N I I 1,31 co C W C�� w w ma .p tv ( I w1, 6 , w Vii i oi I I I I f W ! Ci�� 41`iiiiN 1 _. J I I ',:)- F f63{ 3�N' N "I 1 �� � a w '° m 1 O 8 • a p EJ 'D s� n 'P rn I F m N 1J000dd 1tlw011vOD03 NS300111tl NV AB 0301100dd . PR00UCED BY AN AUTODESK EDUCATIONAL PRODUCT USER REVDATE FNAME ='` . __ — — 18411/16 I ' 1 J 1 m Cii C�i Y , ! r' I ri.i i I IN Ci h .4 j N 1 i W CO N o y CT cn I 1 ..r. cif gr4 I NJ o X I o w ° o N co J i a 73 a + 33 FIT X a m.- 9 RI. 1 o A 0 X n O N v ° f 1 1 E o J ��� at j C�� E- 1 a m n I D a N Z -2, = p O xi -, a 3 CI� I o o m a o 0 c 7 I- ■ 2 > A 0 d 1 o 1 1 ° g_ ad f r w_� °_2 -,1, m °=-IO ° , ° ' c m <cn Qg D N a m N 1 —' - N 3 � n N ' -° 3 N ' o S2 a 0 o - �� ° i , o�� ,, °' V d e 0 a <0,0 0. \ m V I 1 <D N J N H ' A ' S p 36 m S N rDs a CI N O. iODOONd 1VN011VODO3 SS3001DV NV AS 030D00Sd ROOF - MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name Wilmerding Residence House Southwest roof array Address Northampton, Massachusetts The flushed to the western south facing roof, solar array being installed consists of an array of 18 modules (PORTRAIT orientation) at a 12:12 tilt and a roof mounting system. The mounting system includes a series of L -feet on Quick -foot with all metal flashing that represent discrete points of contact with the roof structure. Each support is secured to the 2X10 roof rafters via two GRK RSS 5/16" X 2 -1/2" structural screws. ROOF STRUCTURE COMMENTS 9.5" TJI joist for roof 1.Roofing Material: Height 9 1/2 inches asphalt shingles Width 2 inches 2.Roof pitch: 45 degrees Rafter spacing 24 inches on center SOLAR MODULE ARRAY WEIGHT CALCULATION 3. Horizontal Span: 11' 6" Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) I 18 1 41 738 Solar module 327NE Subtotal 738 Mounting System Units Unit Wt. Total Wt. SolarMount Standard rail 1531.9 0.064 98.0 Lbs /inch M215 Enphase 0 3.50 0.0 Lbs /inch L feet 37 0.24 9.0 supports include all hardware L feet on S -5 -N clamp 0 0.54 0.0 supports include all hardware L feet on VersaBracket VB -47 0 0.64 0.0 Eco- fasten with 8 screws and flashing 0 2.69 0.0 supports include all hardware Stand -off with roof boot (single support) 0 1.13 0.0 and roof boots Stand -off with roof boot (double support) 0 1.70 0.0 L -foot with hanger bolt (single support) 0 0.53 0.0 Quickfoot standoff 37 0.75 27.8 with flashing & hardware Quickfoot standoff with doubble support 0 2.00 0.0 with hanger bolt & hardware Splice bar kits 8 0.50 4.0 Module and rail grounding 1 1.75 1.8 Module universal end clips 0 0.20 0.0 Module mounting clips 42 0.16 6.8 Subtotal 147.4 Total solar module array weight 885.4 Ibs POINT LOAD CALCULATION Number of support stand -off 37 Total solar module array weight 885.4_ Point Toad t 23.9 Ibs J M tSTRI$UTED LOAD CALCULATION Photovoltaic module array area Array 1 Void space Array 3 Module width (horizontal) 41.18 inches 0 inches 0 inches Module length (vertical) 61.39 inches 0 inches 0 inches Intermodule spacing 1 inches 0 inches 0 inches Number of module columns 6 _ 0 _ 0 Number of module rows 3 0 0 Array area 326 square feet 0 square feet 0 square feet Total array area 326 square feet Distributed load 2.7 Ibs / sf 1 WE CAN HELP YOU BUILD SMARTER You want to build solid and durable structures —we want to help. Weyerhaeuser provides high - quality building products and unparalleled technical and field assistance to support you and your project from start to finish. Floors and Roofs: Start with the best framing components in the industry: our Trus Joist® TJI® joists; TimberStrand® LSL rim board; and TimberStrand® LSL, Microllam® LVL, and Parallam® PSL headers and beams. Pull them all together with our self - gapping and self- draining Weyerhaeuser Edge GoldTM floor panels and durable Weyerhaeuser roof sheathing. Walls: Get the best value out of your framing package —use TimberStrand° LSL studs for tall walls, kitchens, and bathrooms, and our traditional, solid -sawn lumber everywhere else. Cut down installation time by using TimberStrand® LSL headers for doors and windows, and Weyerhaeuser wall sheathing with its handy two -way nail lines. Use our TJ° Shear Brace for extra support in walls with large openings or in high wind or seismic areas. Software Solutions: Whether you are a design professional or lumber dealer, Weyerhaeuser offers an array of software packages to help you specify individual framing members, create cut lists, manage inventories —even help you design a complete structural frame. Contact your Weyerhaeuser representative to find out how to get the software you need. Technical Support: Need technical help? Weyerhaeuser has one of the largest networks of engineers and sales representatives in the business. Call us for help, and a skilled member from our team of experts will answer your questions and work with you to develop solutions that meet all your structural framing needs. CONTACT US 1.888.453.8358 • woodbywy.com /contact PRODUCT WARRANTY Contact your local representative or dealer at: a r° vwmfew r +etas. +r.w+ ,4 . 44 : , ...: 440++ 444444 044 - w 40 444104 44 4. , +r _ . - +goa l.*» am vo.*0 o► too. sokOwitevetioraert.A. • Visit woodbywy.com /warranty for copies of this and other Trus Joist® Engineered Wood Product warranties. January 2013 • Reorder TJ -4000 n, Weyerhaeuser. Forte, Javelin, Microllam, Parallam, TimberStrand, TJ, TJI, and Trus Joist are This document supersedes all previous versions. If this is more registered trademarks and Edge Gold, Flak Jacket and TJ -Pro are trademarks of Weyerhaeuser NR. than one year old, contact your dealer or Weyerhaeuser rep. © 2013 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. • ROOF LOAD TABLES Roof -115% and 125% Load Duration (PLF) for 6' -16' Spans Roof Joist Horizontal Clear Span 6' 8' 10' 12' 14' 16' Depth Tll® Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Non- Live Non- Live Non- Live Non- Live Non- Live Non- Live Snow Snow Load Snow Snow Load Snow Snow Load Snow Snow Load Snow Snow Load Snow Snow Load 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125% L/240 110 289 314 218 237 175 190 146 159 114 124 112 88 95 77 9f 210 321 349 * 242 263 . 194 211 * 162 176 * 137 149 130 105 115 90 230 360 392 272 295 * 218 237 * 182 198 * 153 166 143 117 127 99 110 289 314 * 218 237 175 190 * 146 159 125 ! 136 * • 110 119 210 321 349 242 263 194 211 * 162 176 139 151 * 122 132 111/4" 230 360 392 * 272 295 218 237 182 198 156 170 . * 137 149 360 368 400 277 301 223 242 186 202 * 159 173 140 152 * 560 449 488 338 368 * 272 295 227 246 195 ` 212 * 170 185 110 289 314 * 218 237 • 175 190 * 146 159 125 136 110 119 210 321 349 * 242 263 194 211 * 162 176 * 139 151 * 122 132 14" 230 360 392 272 295 * 218 237 182 198 156 170 137 149 360 368 400 277 301 223 242 186 202 * 159 173 * 140 152 560 449 488 * 338 368 * 272 295 227 246 * 195 212 170 185 * 210 321 349 * 242 263 * 194 211 * 162 176 139 ! 151 * 122 132 230 360 392 272 295 218 237 182 198 * 156 170 137 149 * 16" 360 , 368 400 * 277 301 223 242 * 186 202 * 159 173 140 152 560 449 488 * 338 368 272 295 * 227 246 * 195 212 * 170 185 Roof -115% and 125% Load Duration (PLF) for 18' -28' Spans Roof Joist Horizontal Clear Span 18' 20' 22' 24' 26' 28' Depth Tile Total Load . Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Non- Live Non- Live Non- Live Non- Live Non- Live Non- Live Snow Snow Load Snow Snow Load Snow Snow Load Snow Snow Load Snow Snow Load Snow Snow Load 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125% L/240 110 9W 210 83 86 64 230 93 94 71 110 88 95 91 77 68 210 � 115 106 86 93 79 77 60 11 11/ i41.2%,„. IlTT J5 wvr . va.- "8tj' "' a 79 „ . 4ir,r4111s rwcwwas.. u, , 04.4x": r wrr ;.Maa..'a ara+c nrar`.40.w.v . wpm w..n r...wn.. 7. w� — ..nws�.:,,,,.,..,..• r....:.Tw— .. ,.• ...ir,� !i/ i 560 152 165 * 137 148 124 135 117 114 122 91 97 97 73 79 9 59 110 98 106 * 84 92 76 75 210 108 118 * 97 106 84 91 87 77 68 14" 230 122 132 * 110 119 * 93 101 95 78 85 74 360 124 135 * 112 122 102 111 93 101 88 86 94 70 76 76 560 152 165 * 137 148 * 124 135 * 114 124 * 105 114 104 98 106 210 108 118 97 106 89 96 81 : 88 * 75 73 16" 230 122 132 * 110 119 100 108 * 90 97 * 76 83 79 360 124 135 * 112 122 * 102 111 93 101 * 86 ! 94 * 80 87 560 152 165 * 137 148 * 124 135 * 114 124 * 105 114 98 106 * Indicates that Total Load value controls. i L Slope Factors Slope 212:12 1 3:12 1 312:12 1 4:12 1 41:12 1 5:12 1 6:12 1 7:12 1 8 :12 1 9 :12 1 10:12 1 11 :12 1 12:12 Factor 1.021 1.031 1.042 1.054 ! 1.068 1.083 1.118 1.158 1.202 1.250 1.302 1.357 1.414 • How to Use These Tables General Notes 1. Calculate actual total load in pounds per linear foot (plf). • Tables are based on: — 2. Select appropriate Roof Joist Horizontal Clear Span. For slopes greater than Minimum bearing length of 13/4" end and 31/2" intermediate, without 2:12, approximate the increased dead load by multiplying the joist horizontal clear web stiffeners. span by the Slope Factor above. - Uniform loads. — More restrictive of simple or continuous span. 3. Scan down the column to find a TJI® joist that meets or exceeds actual total load. — Minimum roof slope of /4:12. • Total Load values are limited to deflection of L /180. For stiffer deflection criteria, use the Live Load L/240 values. Trus Joist® TJI® Joist Specifier's Guide TJ -4000 1 January 2013 17 . ROOF SPAN TABLE Maximum Horizontal Clear Spans —Roof Design Live Load (LL) and Dead Load (DL) in PSF D.C. Depth TJI® Non -Snow (125 %) Snow Load Area (115 %) Spacing 2OLL +15DL 2OLL +20DL 25LL +15DL 3OLL +15DL 4OLL +15DL 50LL +15DL Low High Low 1 High Low 1 High Low 1 High Low High Low High 110 20' -0" 17' -10" 19' -1" 16' -11" 19' -2" 17' -2" 18' -5" 16' -7" 17' -2" 15' -7" 15' -11 14' -9" 914" 210 21' -2" 18' -10 20' -2" 17' -10" 20'-3" 18' -2" 19' -6" 17' -6" 18' -2" 16' -6' 17' -2" 15' -7" 230 21' -11 19' -6 20' -10 18' -6" 20 11 18' -9" 20' -2" 18' -1' 18' -10" 17' -0' 17' -9 16' -2" 110 23' -11" 21' -4" 22' -9 20' -2" 22' -8' 20'-6" 21' -5" 19' -10" 19' -5" ! 18' -7' 17' -I1' 17' -4" 210 25' -3 22' -6 24' -1 21' -4" 24'-2" 21'-8'' 23' -3" 20' -11 21' -4" 19' -8" 19' -8 18' -8 111/2" 230 26' -1 23' -3 24' -10 22' -0" 24'-11" 22' -4 24' -0 "" 21'-7" 22' -5" 20' -4" 20' -9 19' -3 360 27' -9 24' -9" 26' -5" 23' -5" 26' -7" 23' -10" ! 25' -6" 23'- 0" 23' -11" 21' -7" 22' -7 20' -6" 560 31' -11" ! 28' -6" 30' -5" 27'- 0" 30'-7" 27' -5" 29' -5" 26' -5" 27' -6" 24' -10" 26'- 0" 23' -7" 16" 110 27' -2" 24' -3" 25' -7" 23' -0" 24' -9" 23' -4" 23' -4" 22' -4" 21' -2" 20' -5" 19' -6 18' -11" 210 28' -9" ! 25' -7 27'-4" 24' -3" 27' -1" 24'-8" 25' -7" 23' -9" 23' -3" 22' -4" ! 21' -5 20' -9" 14" 230 29' -8" 26' -6" 28' -3" 25' -1" 28' -5" 25' -5" 27' -0" 24' -7" ! 24' -6" 23' -1" 22' -7" 21' -10" 360 31' -6 { 28'-2" 30'-0' 26'-8" 30' -2 27' -1 29' -0" 26'-1" 27'-2" 24' -7" 25' -8 23' -4 560 36' -3 32' -4 34' -6" 30' -7" 34'-8" 31' -1" 33' -4" 30' -0" 31' -2" 28' -3" 29'-6" 26' -9" 210 31' -10 28' -5" 30' -0" 26' -11" 29' -0 27' -4" 27' -5" 26' -2" 24' -10" ! 23' -11 22'-8" 22' -2" 16" 230 32' -10 29' -4 31'-4'' 27'-9" 30'-7" 28'-2" 28 11 27'-3" 26'-2" 25'-3" 24' -2 23' -5 360 34' -11' 31' -2" 33' -3 29' -6" 33'-5" 30'- 0' 32' -2 28' -11 30' -1" 27' -2" 26'- 0" 25' -10 • 560 40' -1 35' -9" 38'-2" 33' -11" 38'-4" 34'-5" 36' -11" 33' -2" 34' -6" 31' -3" 31' -8 29' -8" 110 18' -9" l 16' -9" 17' -11 15' -10" 18'-0" 16'-1" 17' -3" 15' -7" 15' -9" 14' -7" 14' -6" 13' -10" 914" 210 19' -10 17' -9 18'-11" 16' -9" 19' -0" 17'-0" 18' -3 16' -5 " 17' -1" 15' -5" 15' -11 14' -8 230 20' -7" 18' -4 19' -7" 17' -4" 19'-8" 17' -7" 18' -11" 17' -0" 17' -8" 16' -0" 16' -8" ! 15' -2" 110 22' -5" 20' -0" 21' -5" 19' -0" 20' -9" 19' -3" 19' -7" 18' -7" 17' -9" 17' -1" 16' -4" 15' -10" 210 23' -9 21' -2 22' -7 20' -0" 22 -8" 20' -4 21' -5" 19' -8" 19' -6" 18' -6" 17' -11 17' -4 11% 230 24' -6" 21' -10" 23' -4" 20' -8" 23' -5" 21' -0" 22' -6" 20' -3" 20' -6" 19' -1" 18' -11" 18' -1" 360 26' -1" 23' -3" 24' -10" 22' -0" 24' -11" 22' -4" 24'- 0" 21' -7" 22' -5" 20' -3" 21' -2 19' -3" 560 30'- 0" 26' -9" 28' -7" 25' -4" 28' -8" 25' -9" 27' -7" 24' -10" 25' -9" 23' -4" 24' -4" 22' -2" 19.2" 110 25' -1" 22' -10" 23 -4" 21' -7" 22' -7' 21'-5" 21' -4" 20' -4" 19' -4" 18' -7" 17' -0 17' -3" 210 27' -0" ! 24' -1" 25' -7" 22' -10" 24' -9" 23' -2" ! 23' -4" 22' -4" 21' -2" 20' -5" 18' -10" 18' -11" 14" 230 27' -10 24' -10 26'-6" 23'-7" 26' -1 23'-11" 24' -7" 23'-1" 22' -4" 21' -6" 20' -7' , 19' -11 360 29' -7 26' -5 28'-2" 25' -0" 28'-4" 25' -5" 27' -3" 24' -6" 25' -6" 23' -1" 21' -7" 21' -8" 560 34' -0 30' -4" 32' -5" ! 28' -9" 32' -7" ! 29' -2" 31' -4" 28' -2" 29' -3" 26'-6" 26'-5" 25' -2" 210 29' -5" 26' -8" 27' -5" 25' -4" 26' -5" 25' -2" 25' -0" 23' -11" 22' -3" 21' -10 18' -10 20' -2" 16" 230 30' -11 27' -7 28' -11 26' -1 27'-11" 26'-6" 26'-4" 25' -2" 23' -11" 23' -0 21' -2" 21' -3 360 32' -10 29'-3" 31'-3" 27' -9" 31' -5" 28' -2" 30' -2'" 27' -2" 25' -7" 25'-3" 21' -7 21'-8" 560 37' -8 33' -7 35' -10 31' -10" 36'-n" 32'_4" 3x-ft" 31' - 2" 41 _4 7q' - 96'_5 9;'_;" 110 17' -5 15' - 16' -7 14' -8" 16' -5 14' -11" 15'_6" 14' -5" 14' -1" 13' -6 13' -0 17'_7" 9 230 19' -0 17'-0" , 18 -1 15'-6" 6' -1" . 18' -2 16 -4 17 ' ; 6 " 15 9" 16 -3 14' 15' -0 14; -0" 14' -4 14' -3 13' -7 110 20' -7 18'-7" I9'-2" 17'-7" 18'-6" 17'-7" 17'-6" 16'-8" 15'-10" 15'-3" 13'-7" 14'-2" 210 21' -11" ! 19' -7" 20' -11" 18' -7" 20' -4" 18' -10" 19' -2" 18' -2" 17' -5" 16' -9 15' -0 15' -6" 11W 230 22' -8 20'-3" 21'-7" 19'-2" 21 -5 I9'-5" 20'-3" 18' -9" 18'-4" 17' -8 16' -11 16' -4" 360 24' -1 21' -6" 23'- 0 20' -5" 23' -1" 20' -8' 22' -2" 20' -0" 20' -5" 18' -9 11' -3" 17' -4" 560 27' -9" 24'-9" 26' -5" 23' -6" 26' -7" ! 23'-10'' 25' -6" 23' -0" 23' -10" 21' -7" 21' -1 20' -3" 24" 110 22' -5" 21' -1" 20' -10" 19' -6" 20' -2" 19'-2' 19'-0" 18' -2" 16'-0" 16' -1 13' -7 14' -7" 210 24' -7 22' -4 22' -11 21'-1" 22' -1 21 -0" 20'-10" 19' -11" 17 10" 18' -3 15' -0 16' -1 14" 230 25' -9 23' -0 24' -1 21' -10 23' -4" 22' -2" 22' -0 " 21' -0" 20' -0" 19' -3 16' -11 17' -0" 360 27' -5" 24' -6" ! 26' -1" 23' -2" 26' -3" 23' -6" 25' -0" 22' -8" ! 20' -5" 20' -2 17' -3 17' -4" 560 31' -6" 28' -1" 30' -0" 26' -8" 30' -2" 27' -0' 29' -0" 26' -1" 24' -11" 23' -7" 21' -1" 20' -3" 210 26' -3 24' -9" 24' -6 22' -11" 23'-8" 22'-6' 21 -9' 21' -4" 17' -10" 18' -9 15' -0' 16'-1" 16" 230 27' -9 25' -6 25 -10 24 24 -11 23'-8' 23'-7" 22' -6" 20'-0" 19'-9" 16' -11 17'-0" 360 30' -4 27' -1 28' -11 25'-8" 28'-2" 2T-1" 25'-0" 24 -1" 20'-5" 20'-2" 11 -3 17'-4" �urish, 560 34' -10 31' -2" 33' -2" ! 29' -6" 33'-4" 29' -11" 30' -6" 28' -3" 24' -11" 23' -7 21' -1 " 20' -3 How to Use This Table General Notes 1. Determine appropriate live and dead load, and the load duration factor. • Table is based on: — 2. If your slope is 6:12 or less, use the Low slope column. If it is between 6:12 and Minimum bearing length of 11/4" end and 3 1/2" intermediate, without 12:12, use the High column. Uniform loads. 3. Scan down the column until you find a span that meets or exceeds the span of — More restrictive of simple or continuous span. your application. — Minimum roof slope of 1/4:12. 4. Select T11® joist and on- center spacing. • Total load values are limited to deflection of L /180. ),<' S. ' • Live load is based on joist deflection of L/240. (( ��J l � • A support beam or wall at the high end is required. Ridge board applications do I �u� .S 7 i ,1; j not provide adequate support. 1 Trus Joist® TJI® Joist Specifier's Guide TJ -4000 1 January 2013 Lf 42:- 12_ Cy,- a 16 ROOF FRAMING WARNING Joists are unstable until laterally braced. See Warning Notes on page 5. ID Safety bracing (1x4 minimum) placed �� ° ° °��Itl` �' Ie ;'- a at 8' on- center (6' on- center for TJI® � � • % \ I 110 joists) and extended to a braced OD 4 Bi . �� 5 •� .. , I a end wall. Fasten at each joist with two o,'`� ��. ' ,1 .,, , 8d (0.113" x 2h") nails minimum. ,, ,,, , a‘-.7 , ... ' f.''''' ' 'I\ ; -:\ fiN,..„ '-''''''':'.'r;O ''''',,, ..' . '''' ',.. ' ' 2 1 , ,.■ . 'ii ,-- ; ,,, '11411' .‘ 1 114'4,4 --1'''''''; ' ' i ill*' ,.'`,•,,., ' ',.\\,,, ' .„, ''', SN‘ ''',:-.,,,,, • „ '..,.., ., ' .-.:::, y , ,, , : ::: 0 °�. �� t` � l ' \\ \: ' ',� , , s Joi sts must be laterally supported at 'l l .. , , cantilever and end bearings by shear � blo ckin , or direct attachment �� �i g hangers, � �� to a rim board or rim joist See General Notes R8 Allowable Holes on page 9 • Unless otherwise noted, all details are valid to a maximum slope of 12:12. • Web stiffeners are required if the sides of the hanger do not laterally support at least 3 /a" of the TJI® joist top flange. TJI® Joist Nailing Requirements at Bearing TJI® Joist to Bearing Plate Blocking to Bearing Plate End Bearing Intermediate Bearing (1N" minimum bearing required) (31/2" minimum bearing required) o il li 40 Ma 8d (0.113" x 2'h ") nail, i o each side, 1' /z" r MN minimum from end 0::::::: When slope exceeds 0:12, a beveled Slopes 3:12 or less: I bearing plate, variable siope seat One 8d (0.113" x 2 %z ") nail each side. See detail R7. 1'/" TJ® Rim Board or 1%" TimberStrand® LSL: connector, orbirdsmouth cut (at low Slopes greater than 3 :12 (for depths <_ 16" only): Toenail with 10d (0.131" x 3 ") nails at 6" on- center or end of joist only) is required Two 8d (0.113" x 21 ") nails each side, plus a twist strap 16d (0.135" x 3'/ ") na at 12" on- center and backer block. See detail R7S. TJI® joist blocking: When slope exceeds M:12 for a 2x4 wall or %:12 for a lOd(0.128 "x3 ")nails at 6" on-center 2x6 wall, a beveled bearing plate or variable slope seat Shear transfer nailing: connector is required. Minimum, use connections equivalent to sheathing nail schedule Trus Joist® TJI ® Joist Specifier's Guide TJ -4000 1 January 2013 13 DESIGN PROPERTIES L 1 I L 21/26 1 1---23/46" � I I 25/6 1 3�2„ 1y" -13/8" 1 1' /a " -1�/s" -f 1' /a °_1 13 /a" I 13/8 " - t 9' /s" 9' /s 9' /: 11 117 /e" 3/ 11 3 /8 , - 11 3 /e „ 117/8" 3 /8" - 14" 7 14" 14'' 14" 1 4" 16'1 /ib' 16" 16" 16" ' ! TJI® 110 Joists The 210 Joists TJI® 230 Joists T11® 360 Joists The 560 Joists Design Properties (100% Load Duration) Basic Properties Reaction Properties Maximum Joist Only Maximum 1 /a" End 3, 31/2" Intermediate 5'/ Intermediate Joist Depth TJI® Resistive Vertical a /2" End Reaction (Ibs) Reaction (Ibs) Weight Moment') El x 108 Shear Reaction Reaction (Ibs /ft) ( oomnt (in.2 -Ibs) (Ibs) (Ibs) (Ibs) No Web With Web No Web With Web Stiffeners Stiffenersw Stiffeners Stiffeners( 110 2.3 2,500 • 157 1 220 910 1 220 1935 N.A. 1 ■ 9'h" i iii i rr 1 230 2.7 3,330 206 1,330 1,060 1,330 2,410 N.A. 2,790 N.A. 110 2.5 1 3,160 267 1,560 910 1,375 1,935 2,295 2,350 2,705 210 2.8 3,795 315 1,655 1,005 1,460 2,145 2,505 2,565 2,925 11 230 3.0 , 4,215 347 1,655 1,060 1,485 2,410 2,765 2,790 3,150 360 3.0 6,180 419 1,705 1,080 1,505 2,460 2,815 3,000 3,360 560 4.0 9,500 636 2,050 1,265 1,725 3,000 3,475 3,455 i 3,930 110 2.8 3,740 392 1,860 910 1,375 1,935 2,295 2,350 2,705 210 3.1 4,490 462 1,945 1,005 1,460 2,145 2,505 2,565 2,925 14" 230 3.3 4,990 509 1,945 1,060 1,485 2,410 2,765 2,790 3,150 360 3.3 7,335 612 1,955 1,080 1,505 2,460 2,815 3,000 3,360 560 4.2 11,275 926 2,390 1,265 1,725 3,000 3,475 3,455 3,930 210 3.3 5,140 629 2,190 1,005 1,460 2,145 2,505 2,565 2,925 16" 230 3 5 691 2 1,060 1,485 2,410 2,765 2,790 3,150 360 3.5 8,405 830 2,190 1,080 1,505 2,460 2,815 3,000 3,360 560 4.5 12,925 1,252 2,710 1,265 1,725 3,000 3,475 3,455 3,930 (I) Caution: Do not increase joist moment design properties by a repetitive member use factor. (2) See detail W on page 6 for web stiffener requirements and nailing information. General Notes • Design reaction includes all loads on the joist. Design shear is computed at • The following formulas approximate the uniform load deflection of A (inches): the inside face of supports and includes all loads on the span(s). Allowable For Til® 110, 210, 230, and 360 Joists For TJI® 560 Joists shear may sometimes be increased at interior supports in accordance with ICC ES ESR -1153, and these increases are reflected in span tables. A = 22.5 wL° + 2.67 wL A = 22.5 wLa + 2.29 wL El dx10 El dx10 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches El = value from table above PRODUCT STO RAGE Protect product from sun and water CAUTION: o ; Wrap is slippery when wet or icy � Align stickers directly ' ' over support blocks TA® joists are intended \ ./ ` ,, " r tw + Use support blocks at 10' on- center for dry -use applications ` , � , �i �,u + to keep bundles out of mud and water 8 . 8: TrusJoist® TJI® JoistSpecifier's Guide TJ -4000 1 January 2013 3 Why Choose Trus Joist® TJI® Joists? o • • ■r • Engineered for strength and consistency • Efficient installation saves time • 110' and labor t 4 t • Longer lengths allow more versatile �' ;� ' <' floor plans �°' � �V� Less jobsite waste m ,, " =_ ,,, • Fewer red tags and callbacks° I . r 0 r .. , F ,' 1 ilki ' This guide features TJI® joists in the following sizes: " If Flange Widths: 13/4', 2 2 and 31/2 t , Depths: 91/2", 11 ", 14 ", and 16" The products in this guide are readily available through our nationwide Some TJI® joist series may not be available in your region. network of distributors and dealers. For more information on other applications or other Trus Joist® products, contact your Weyerhaeuser representative. For deeper depth TJI® joists, see the Weyerhaeuser Deep Depth TJI ®Joist guide, #TJ -4005, or contact your Weyerhaeuser representative. Code Evaluations: ICC ES ESR -1153; ESR -1387 TABLE OF CONTENTS Design Properties 3 TJ -PROTM RATINGS TAKE THE GUESSWORK Floor Span Tables 4 OUT OF FLOOR PERFORMANCE Material Weights 4 Floor Load Table 5 Trus Joist® TJ -ProTM Ratings are generated by a PSF to PLF Conversion Table 5 Perceived Floor TJI® Joist Floor Framing 6 sophisticated computer model designed to predict floor Performance Floor Details 7 Rim Board Selection performance and evaluate the relationship between the and Installation 8 cost and the "feel" of any given floor system. The ss < ssg; Allowable Holes 9 �d ° Cantilevers 10-11 methodology is based on extensive laboratory research, 63.4 Understanding and more than one million installations, and the combined Preventing Floor Noise 12 expertise of some of the best engineers in the field. Fire -Safe Construction 12 29 , Roof Framing 13 TJ -ProTM Ratings go beyond deflection criteria to consider Roof Details 14 -15 m Cut Length Calculations 15 job- specific needs and expectations. In many cases, Roof Span Table 16 using TJ -ProTM Ratings will offer a system that improves Roof Load Tables 17 Framing Connectors 18-19 performance while actually reducing costs! Tl. q TJ - PROTM RATING ADVANTAGES °f3 • Works as part of Fortee and Javelin® software How do most people perceive a • Provides a method for predicting floor performance floor assembly with a T,- Pro'"' Rating of 45 points? 84 find it • Takes perceptions of the homeowner into account good fO excellent. 0 SUSTAINABLE • Provides cost comparison FORESTRY INITIATIVE Certified Sourcing wwwsfiprogram.org SR - 00008 Trus Joist® TJI ®Joist Specifier's Guide TJ -4000 1 January 2013 2 elii34,70/4 A ENGINEERED WOOD PRODUCTS #TJ400 Till 110 Tji 210 Tji 230 • Tii 360 Till 560 JOISTS Featuring Trus Jost 'n T.11 Joists tor Floor and Roof Applications • Uniform and Predictable • Lightweight for Fast Installation , ... • Resource Efficient • Resists Bowing, Twisting, and Shrinking • Significantly Reduces Callbacks ; • Available in Long Lengths • Limited Product Warranty ..... 1 4 2 ".. "°,4. + + WOODBYWY.COM 1.888.453.8358 Weyerhaeuser I:a I RAC Snow Load Reduction Calculator Wilmerding House and Garage Inputs Description Variable Value Ground Snow Load (psf) 40 Exposure Category B, C, or D B Importance Factor 1 1 0.87 for ground Tilt Angle Theta 45 1 for roof 1.15 for schools hospitals and high pf = 0.7 C Ct 1 p (7 -1 pg 81 ASCE 7 -05) popultation bldgs. Coefficient 0.7 Exposure Factor Ce 0.9 Thermal Factor Ct 1.2 Table 7 -3 pg. 93 ASCE 7 -05 Importance Factor 1 1 Ground Snow Load (psf) p 40 Flat Snow Load pf 30.24 Ps = Cs pf (7 -2 pg. 82 ASCE 7 -05) Flat Snow Load pf 30.24 Tilt Angle Factor C 0.454 Figure 7 -2c pg. 86 ASCE 7 -05 Tilt Angle Snow Load (psf) Ps 13.7 C Table Exposure Category Fully Exposed g 0.9 C 0.9 p 0.8 0 }ED •• & — 0 �I 1111101111 O fl � q C T O XXX z XX I d C + D F�..� l oo 0 o 0 C 0 Q 0 3� dAOT,o m n v O T D 7 3 0 O' i �.,,ie�� .,I.�i 8]'- 859 -194' „„ w �. — 4:11;1/1114111/114114111 i k s { S i i 3 3 n , O 3 i � f i\ t, 1 d} 7 fi �5:' .»,sf gyp 7 85 '^ -394 m 3 Q I � .mim -nrur a, Z O o 3 ''o a Z 8. rJ 5 „ 0 MR a<... 6 TT Q.I lf, A 0 O V 0 fi n c 0 m \ Tetto ,stopt a p . # . , ,_ , ,..4.„ , ,.,._.. t f.... g i *. cn a q. ' ,5 t p. In A W N .- Cn m 1 r %" t ./ , .. s' , / ' t , » i.1.,' .4.- „ - ' a ' t! ate , G f QQ 1 N 0 W • it. o , 0 s a c G O = p 3 - m Iftp 1 /x D ) 't �` O r o '2 O . O n b (n Is = m y Z ea o o �n era 572 "&.' ti,,, z, 6 i a t j', v n a ' ^ v, m g 2 p 4 vim' Q a '. '' c Q / n� a a 3 n rn rr` a s a c u o,- t t s t e . ' .; ., `-', , * i \ " , 1 1 t ' : \ \ ' \ , , ' \\ `�. 0 O * { S " k , i 4 d p t a p l Y C 3 ' , d ', ''C ® ► v 8 p a, '� o R p• § a 4 y, CO • m a 3 H t t $ � rp a o do ,Cr 3 m 4 m # 41C1 ft 2 ip. k 4 , t , \ ' : , k \ 0.46 C , 3 m ,a " , x t 4 ::) . Q LL pp o ai 3 ° e V • m z P D - O -°= P - N 3 T a 3 m T D a o Z s n L. O 7. ' t o o h g D _ E D o y P n 3 " o _ n n ° < ° < m , e o ' PJ O — n < D D f Z 0 Z n .5 3 3 ti Current (A) ® d e - - m o _ o N u> U a g _ ° (. N > m ° o - a g / P o ET- = m 8 £- O e 3 3 3 ` 3 ' 8 Z o n m o c • n e 3 \ n — a n r a T o o Z n £ ° C op ° N o � o i1 › 3 - 8 O — O Z n g / R F £ G eii 8 UI UH , v y rr ) 7 cu Z -' i C C 3 ! d 7C " C_ 00 O d O O - o K V1 Z. w J T Z O vex ,.. C o° s C= ,a C m LL m N d DJ O o ' ,, V Q1 1 11111 M R4 Q V a r C S C O ; N C = C s = Q t p 3 1 C Q n C c C O V d S 3 = ; N ti ...= —0 C 0 C rh m ' a _ y N r o o 0- r. 3 3 O n 7 �- n - a N rD woo n o W 4, „itti 1 ..',:‘,... 44 .-... �� dw . p 4 ar ` k" M �.F m t ', �- .,slop"° '" W ! ,'� • V It fi .. ap ' '.. Orr ', it wb S x,r Y O d r s.' ! WF ! zfi • '0.M _ - m • VISO t G Southwest facing roof • ..,, r ,,, rool*. „ 110:.*.4.41:: :1611'''aiip.1: 'f1:14-.' ' \74A'11 Via i " I o • t -41‘ S Jar ar � ` � Haase Southwest facing raof WILMERDING - FLORENCE Inverters in basement Utility Meter Sub-array #2 1 (garage) Sub -array #1 (house) GooSI ea rth c_ Eliza Wilmerding and Amanda Herman 680 N Farms Road Eliza Cell 415- 694 -1477 (actually 415 not 413) Florence, MA 01062 e-mail eliza.wilmerding @gmail.com Arrav; Two sub - arrays both with SPR -327NE in portrait. 1. Garage west side with 3 rows of 4 modules in portrait orientation. Push as high up the roof as possible to avoid shade from main house in the winter morning. 2. Main house west side gets 3 rows of 5, 7 and 6 modules in portrait orientation, above the skylights /below the chimney. These modules go as high as possible on the roof to avoid winter shade which is worse at the bottom of the roof. Mounting: Posts on asphalt roof. Roof Structure: 2 X 10 (2X9.5 TJI roof joist, see attachment B) Roofing Material: Asphalt — not being replaced • adjust the total project budget if payment is delayed. Critical component orders are placed upon receipt of the second payment. TERMINATION The Customer reserves the right to cancel this contract if the rebate application request is denied. If (PV) receives a written contract termination request from the Customer due to incentive denial, (PV) will return in -full within 60 days of receiving a written termination notice the value of advanced payments made to (PV) beyond the first payment amount, to secure availability and pricing of critical system components (e.g., PV modules and inverters). The initial payment is non - refundable and refunding of additional payments will not be honored if the components have already been installed. (PV) is committed to providing a high quality product and service and we look forward to working with you on your renewable energy project. Sincerely, • Pio r, - er /ley Ph %'oV• (talcs Cooperative , it f Jonathan Child Design and Sates Team Attachments: General Terms and Conditions AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. 1 further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVottaics Cooperative to proceed with the above - referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner and to begin work of obtaining a grant on my behalf, as applicable. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. r 4 Ci f /mn ; to L / 7 ?,o 12-- Printed Name Date Sign V e Title Proposal and Agreement Page 7 of 7 Eliza Wilmerding and Amanda Herman, October 3, 2012 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114 -2017 www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders /Contractors /Electricians /Plumbers Applicant Information Please Print Legibly Name ( Business /Organization /Individual): PIONEER VALLEY PHOTOVOLTAICS COOPERATIVE Address:311 Wells Street, Suite B City /State /Zip:Greenfield MA 01301 ph 4 413.772.8668 fax Are you an employer? Check the appropriate box: Type of project (required): 1. Si 1 am a employer with 15 4. ❑ 1 am a general contractor and 1 employees (full and /or part- time).* have hired the sub - contractors 6. ❑New construction 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have 8. ❑ Demolition working capacity. employees and have workers' g for me in any ca ac P ty 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ 1 am a homeowner doing all work officers have exercised their 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no PV System 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. 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. tf 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: Excelsior /Peerless `, 1 Policy # or Self -ins. Lic. #: vVC) Expiration Date: 01 /01 /2014 Job Site Address: (V "FaivyyLl Pcia Cit /State /Zip: ki Jtt Bioko 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 cover. , e verification. 1 do hereby certify 'fy under the ains and perjury a aloe perju that the information provided above is true and correct. y Date: /1) Signature: Phone #:413- 772 -8788 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 6. Other Contact Person: Phone #: SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : JUt'1G.i ) tdi, +G�YVb I c13 License Number 5 ry , (raw»JL of3‘) I 14 / 110 U01,5 013 Addr / Expiration Date 41'_ Ste• Si na ure Telephone 9. Registered Home Improvement Contractor ll P Ata II ", Not Applicable ❑ Li RE: lb: sot�►�vt] - ow,e UctI�Y VI 1) o C(II f P ILIDD Company Name j 1 Registration Number 3h w�I1s Griez,it161. m ovboi 3j1R01, Address // Expiration Date Telephone qo — 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 n Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding [0] Other [4 Brief Descrip'ion • of Proposed Work: � f 'luh, a liu'. .. /I I.L, �Iu !..4 rvc A /I l.. �... I li. +t I . l, i.�' . ' Ftv St, Alteration of existing bedroom Yes ` No Adding new bedroom Yes ')D / No Attached Narrative / Renov unfinished basement Yes O 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? 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 I, I l &. Vl � l I f)kat.dil , as Owner of the subject property hereby authorize i i z c..,r Ltv 'L b1/> 1 - 1 ve. , j1't - to act on my behalf, in all matters relative to work authorized by this building permit application. Aee. � (P. c1/ 13 S ignature of Owner Date [ L ITY CD aTb , as ewner /Authorized Agent hereby declare that the statements and information oy e foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name 11.1i-t ? PE g,(&o(_I_IA1,11)/ '' Po I3 Signature of GialineriAgent 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 Side L: R: L: R: Rear 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 0 DON'T KNOW ? YES 0 IF YES, date issued: 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 y/ DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 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 0 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 ® NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. W Department use only City of Northampton Status of Permit: Building Department Cut/Driveway Permi 212 Main Street Sewerl SepticAuailability E� �0 { Room 100 I Water/\Nell Ava lability No rthampton, MA 01060 Two Sets of Structural Plans t DEP OF EU iL D fJu iti re t n 4 13- 587 -1240 Fax 413- 587 -1272 Pm/Site Plans N RTHAt 4O MA 070 Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 P �� rope Address: q This section to be completed by office b(i� UvOf fi�+rt�ls� M � /� (�,` Lot CO Unit k)6 t AA 0I o � Zone Overlay District IhQ� Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: ^� y � 1 i� a. k✓ lott 7;l l nn C ION n y tA . L.ci -. keLtt 1 010‘7o Name (Print) Cur rent Mailing Address ,'(p AtU.v, (41-") Telephone Signature 2.2 Authorized Agent: i } f U P(�>; 2 i<5n ' �� " � 31 l il15 ie�f evl M D 13a f Name (Print) ,/ Current Mailing Address: / - Lit3 -- /d,- g - 84C Signature Telephone SECTION 3 - ESTIMAT D CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 1_/� 1 O/ W3 (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) 1° / ��j Check Number ,/ 70741 � 8 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2013 -0756 APPLICANT /CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST - SUITE B GREENFIELD (413) 772 -8788 PROPERTY LOCATION 680 NORTH FARMS RD MAP 02 PARCEL 027 001 ZONE RR(100)/WSP(100) /WP(47)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1709/4 1 ' Fee Paid ( / � `-' Typeof Construction: INSTALL ROOF MOUNTING SYSTEM SOLAR PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 102513 3 sets of Plans / Plot Plan THE FOL NG ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I F 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 / Sig -of :u 1. rig 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. 680 NORTH FARMS RD BP- 2013 -0756 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 02 - 027 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 Permit # BP- 2013 -0756 Project # JS- 2013- 001303 Est. Cost: $10863.00 Fee: $65.18 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 102513 Lot Size(sq. ft.): 331099.56 Owner: WILMERDING ELIZA Zoning: RR(100) /WSP(100)/WP(47)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 680 NORTH FARMS RD Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772 -8788 Workers Compensation GREENFIELDMA01301 ISSUED ON:2/19/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTING SYSTEM SOLAR PANELS 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 2/19/2013 0:00:00 $65.18 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner