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31C-040
Permit No. W05-14 CITY OF NORTHAMPTON, MA RESIDENTIAL OR COMMERCIAL BUILDING WATER ENTRY APPLICATION DATE: 7/30/13 (Applicant) Name of Applicant: Wright Builders. Inc. Address of Applicant: 4S Bates Street, Northampton. MA Telephone 413-586-8287 $ 200.00 Entry fee paid ('heck No. 43643 $ 150.00 Meter fee paid Cheek No. 43643 S 100.00 Radio Read Fee paid Check No. 43643 Application approved and permit issued: DATE: gh11_,5 SIGNED: (Director o Pu)1-ie Works Fee Schedule: Water Entry Permit Fee: $200.00 5/8- Meter Fee 5100.00 -Y,t- Meter Fee $150.00 1" Meter Fee $200.00 Radio Read Fee: $100.00 \\win7\admin\Permits\Water Application\Water Permit 20 14'W05-14 16 Ford Crossing.doc 4 4. the City shall not be held liable for ally open plumbing fixtures below street level. S. The applicant and ior°MIC - hereby agrees In pay to the City any sewer use assessments or charges as may be established under city ordinance. 5P51 ') 4 p # (Applicant) Wright Builders 48 Rates Street, Northampton (Address of Applicant) 413-586-8287 (Telephone No. of Applicant) S 500.00 inspection fee paid Check No. 40490 Application approved and permit issued: DATE: SIGNE:ft ',41.&AtIK (Director of P h ic Worir Code of Ordinances Section 22-41 through 22-52 a ailable upon request. Tie-into sanitary main T 5200.00 tie-in to sanitary service at street line 5500.00 lie- in to storm drain $100.00 - - \!win2\admin\Permits\Sewer FittryTermits 2012 Sewer'522-12 Minder & Village I fill Rd 6 1.111ils.doc Permit No. S22-12 CITY OF NORTIIAINIPTON, MA RESIDENTIAL OR COMMERCIAL BUILDING SEWER APPLICATION A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. To the City of NORTHAMPTON. MASSACI l'S: The undersigned, being the - Owner's Agent of the property (Owner, Owner's Agent) located at; 92, 98, 104 Olandcr Drive & does hereby request a permit to install and 4,10, 16 Ford Crossing (Number) (Sti eel) connect a building sewer to serve the Residences at said location. (Residence,Commercial Bldg ,etc.) . The applicant and or ovoier shall furnish upon request of the Superintendent the estimated quantity and characteristics of vi,aste to be discharged to the public sewer. 2. "Owner" shall mean the person holding title to the property served or to be served by the building sewer. 3. The person or firm who will perform the proposed work is Wright Builders, Inc. ,of 48 Bates Street, Northampton. MA (Name) (Address) 4. Plans and specifications for the proposed building sewer are attached hereunto as Exhibit In consideration of the granting of this permit, the undersigned agrees: 1. To accept and abide by all pros isions of the Code of Ordinances, City of Northampton, Massachusetts, Sections 22-41 through 22-52, and all other pertinent ordinances or regulations that may he adopted in the future. 2. 'Fo maintain the building sewer at no expense to the City. 3. To notify the Superintendent when the building sewer is ready for inspection and connection to the public Sess er, but before any portion of the work is covered. \\win2:\admin\Permits\Sewer Fntrv\Permits 2012 Sewer\S22-12 ()Linder SL Village I lill Rd 6 units,doe 3cR—) Lk/133—/ Level3 J r closet Elm dm bed 3 ill 48 cf t+J.l l rfm_ bed 2 r Job#: Powers Air Scale: 1 : 132 Performed for: Page 3 Wright McKenney Right-Suite®Universal 7.1.23 RSU 10010 2013-Aug-14 10:08:03 ...ghtsoft HVAC\Wright Mckenney.rup oowersairla comcast.net Level 2 II living dining I _ !ice 7 "125 dm sSr 79 cfm M.46 cfm beds,42 crm 11 cfm bath - 31 dm Job#: Powers Air Scale: 1 : 132 Performed for: Page 2 Wright McKenney Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:08:03 ...ghtsoft HVAC\Wright Mckenney.rup oowersairacomcast.net Level 1 r750 elm 148 cfm cellar ■ - 148 cfm Job#: Scale: 1 : 132 Powers Air Performed for: Page 1 Wright McKenney Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:08:03 oOWersair comcaSt.net ...ghtsoft HVAC\Wright Mckenney.rup Righter Worksheet Joe: I 1 V. Entire House Date: Aug 13,2013 ' ,j By: Powers Air Email:powersair @comcast.net 1 Room name landing 2 Exposed wall 50.0 ft 3 Ceiling height 9.0 It heat/cool 4 Room dimensions 12.0 x 22.0 ft 5 Room area 264.0 ft' r r r I i r Ty Construction U-value Or HTM Area ft' Load Area I Load Y ( ) ! I number (Btuh/f t'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter 11 I! Heat I Cool I Gross I N/P/S Heat I Cool Gross I N/P/S I Heat Cool I 6 15E19-Ow-8 0.073 n 3.28 0.08 207 207 673 14 1 4A5-2ov 0.470 n 34.31' 8.88 0 0 0 0 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 145E5!2%1?/w-8 0.073 e 3.45 0.12 162 150 463 4 11 A 0.470 a 34.31 26.55 12 0 412 319 Vf/ 15E19-Ow-8 0.073 s 3.24 0.06 81 81 263 5 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 V)/ 9 O3 w 2 0 0 C 4A5 15E1 -2ov w-8 °O..0477 3.241°3°1 1 260.0.55 0 0 0 0 0 0 C 166-44ad` 0.022 1.61 1.04 264 264 424 276 F 21A-32t 0.020 - 1.46 0.00 264 264 385 0 6 c)AEDexcursi n I I I 92I I I Envelo p a loss/gain 2621 709 I 12 a) Infiltration 178 5 b) Room ventilation 0 0 13 Internal gains: Occupants© 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 2799 713 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2799 713 15 Duct loads 3% 3% 84 21 Airt eQuired(c) I I I 28601 7331 I I I I Printout certified by ACCA to meet all requirements of Manual J 8th Ed. °$ wnrs' ttnftrrao..rtt Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:49 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 7 t'a:,,i 6:`= di, Job: Right-J® Worksheet i[ `M'r Entire House Date: Aug 13,2013 1 1 By: Powers Air Email:powersair @comcast.net 1 Room name closet 2nd bath 2 Exposed wall 18.0 ft 0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.0 x 10.0 ft 8.0 x 8.0 ft 5 Room area 40.0 ft' 64.0 ft' I Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load I number I (Btuh/ft'-°F' I (Btuh/ft') `I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) IHeat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 6 t�/ 15E19-Ow-8 0.073 n 3.28 0.08 36 36 117 2 0 0 0 0 fL-G 4A52ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 VjI 15E19-Ow-8 0.073 e 3.45 0.12 90 90 293 6 0 0 0 0 11 I-G 4A5-2ov 0.470 a 34.31 26.55 0 0 0 0 0 0 0 0 4 15E19-0w-8 0.073 s 3.24 0.06 0 0 0 0 0 0 0 0 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0, V�/ 15E19-Ow-8 0.073 w 2.99 0.02 36 36 117 2 0 0 0 0 I-� 4A5-2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 C 18B-44ad 0.022 1.61 1.04 40 40 64 42 64 64 103 67 F 21A-32t 0.020 - 1.46 0.00 40 40 58 0 64 64 93 0 6 1 c)AED excursion I 1 6501 51 I I 1961 65I Envelope loss/gain 12 a) Infiltration 64 2 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 714 52 196 65 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 714 52 196 65 15 Duct loads 3% 3% 21 2 3% 3% 6 2 I I I 7151 54 I I 2041 63I I ( Total room load Air required(cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ocu 2013-Aug-1410:04:49 Cs=erw s\D v el wD t eol\hkW'rigRgohft tHSVA ®Urignhivt ercskaeln7n.ey.2u3 p R SCUa1c=10 l00MJ8 Orientation=N Page 6 k :_,;, ,<_ .,r. Right-J®Worksheet Joe: I ( Entire House Date: Aug 13,2013 I 'T:F L By Powers Air Email:powersair@comcast.net 1 Room name bed 3 bed 2 2 Exposed wall 37.0 ft 25.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.0 x 17.0 ft 14.0 x 12.0 ft 5 Room area 170.0 ft' 168.0 ft' r Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load r number I (Btuh/ft'-°F r I (Btuh/ft') or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) 1 Heat I Cool Gross I N/P/S I Heat I Cool I Gross I N/P/S I Heat I Cool I 6 15E19-Ow-8 0.073 till 3.28 r 0.08 90 90 293 6 0 0 0 0 4A5 2ov 0.470 34.31 8.88 0 0 0 0 0 0 0 0 . D 11PO 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0' 4pl 15E19 Ow 8 0.073 e 3.45 0.12 0 0 0 0 0 0 0 0 11 LG 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 V+/ 15E19-Ow-8 0.073 s 3.24 0.06 90 90 293 6 162 142 420 0 L-- G 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 20 13 686 218 15E19 Ow 8 0.073 w 2.99 0.02 153 129 370 0 63 51 141 0 4A5-2ov 0.470 v'-' 34.31 26.55 24 0 823 637 12 0 412 319 C' 16B-44ad 0.022 1.61 1.04 170 170 273 178 168 168 270 176 F 21A-32t 0.020 - 1.46 0.00 170 170 248 0 168 168 245 0 1 6 c)AED excursion I I 23001 11741 I I 21741 371 1 Envelope loss/gain 41 12 a) Infiltration 132 3 89 2 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants© 230 1 230 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 2432 1407 2263 981 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2432 1407 2263 981 15 Duct loads 3% 3% 73 42 3% 3% 68 29 I I 25021 1 �I I I 23481 10451 I I Total room load Air required(cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. m wrIgI % Ke1#C" Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-1410:04:49 C:\Users\Drew\Documents\1Nrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 5 .,.,.i I< dp Right-J®Worksheet Joe: (iji Entire House Date: Aug 13,2013 I l ` .` By: Powers Air Email:powersair @comcast.net 1 Room name dining kitchen 2 Exposed wall 10.0 ft 35.0 ft 3 Ceiling height 16.0 ft heat/cool 14.0 ft heat/cool 4 Room dimensions 10.0 x 16.0 ft 14.0 x 12.0 ft 5 Room area 160.0 ft' 168.0 ft' I I r Ty Construction U-value Or HTM Area (ft') Load Area (ft') ' Load i number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) ( (Btuh) I or perimeter (ft) (Btuh) IHeat I Cool 1 Gross I N/P/S Heat I Cool 1 Gross N/P/S Heat I Cool 1 6 15E19.Owl 0.073 n 3.28 0.08 160 127 490 28 168 156 607 35 4A5.2ov 0.470 n 34.31 8.88 12 0 412 107 12 0 412 107 . f) 11P0 0.290 n 21.17 6.96 21 21 445 146 0 0 0 0 15E19-Ow-8 0.073 a 3.45 0.12 0 0 0 0 280 280 1118 71 11 4A5-2ov 0.470 a 34.31 26.55 0 0 0 0 0 0 0 0 V�/ 15E19-Ow-8 OA73 s 324 0.06 0 0 0 0 42 42 166 11 tG 4A5.2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0 V/ 15E19-Ow-8 0.073 w 2.99 0.02 0 0 0 0 0 0 0 0 1-G 4A5-2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 C 16B-44ad 0.022 1.61 1.04 160 160 257 167 168 0 168 270 176 F 21A-32t 0.020 - 1.46 0.00 160 160 234 0 168 168 245 0 I6 c)AED excursion I I 18371 -3 1 I 2820 -141 386 1 Envelope loss/gain 12 a) Infiltration 285 7 749 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants(81 230 2 460 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2122 885 3569 405 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2122 885 3569 405 15 Duct loads 3% 3% 64 27 3% 3% 107 12 21451 9411 I 1 761 4191 I I Total room load Air required(cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. rewrF�phtrc.>R' Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-1410:04:49 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 4 :st=‘ , L', �W Right-J® Worksheet Joe: Date: Aug 13,2013 1 I\ �" (., Entire House By: Powers Air Email:powersair @comcast.net 1 Room name bath foyer 2 Exposed wall 9.0 ft 22.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 9.0 x 7.0 ft 12.0 x 22.0 ft 5 Room area 63.0 ft' 264.0 ft' I ' Ty 1 Construction U-value Or I HTM I Area (ft') Load I Area (ft') I Load number (Btuh/ft'-°F (Btuh/f1') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) IHeat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S I Heat I Cool 6 15E19-Ow-8 0.073 n 3.28 0.08 0 0 0 0 0 0 0 0 4A5-2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . D 11P0 0290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19-Ow-8 0.073 e 3.45 0.12 0 0 0 0 90 90 293 6 11 4A5-2ov 0.470 a 34.31 26.55 0 0 0 0 0 0 0 0 W 15E19-0w-8 0.073 s 324 0.06 81 81 263 5 108 108 351 7 t.- G 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0 15E19-Ow-8 0.073 w 2.99 0.02 0 0 0 0 0 0 0 0 4A5 2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 C 16B-44ad 0.022 1.61 1.04 63 63 101 66 264 264 424 776 F 21A-32t 0.020 - 1.46 0.00 63 63 92 0 264 264 385 0 6 1 c)AED excursion I 1 -2 4571 691 I I 14531 279 Envelope loss/gain 12 a) Infiltration 32 1 78 2 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants© 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 489 70 1532 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 489 70 1532 281 15 Duct loads 3% 3% 15 2 3% 3% 46 8 I I 3 731 I I 15 9 33 203) I I Total room load m) Air required(cf Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -4j4- w+r� ft*t* ftk" Right-Suite®Universal7.1.23 RSU10010 2013-Aug-1410:04:49 C:\Users\Drew\Documents\Wrightsoft HVA iNLnjght Mckenney.rup Calc=MJ8 Orientation=N Page 3 t: =}t:t,.1 1..,a aII'. Right-J® Worksheet Joe: Entire House Date: Aug 13,2013 ''.` By: Powers Air Email:powersair(dcomcast.net t Room name living bed 1 2 Exposed wall 31.0 ft 27.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 15.0 x 16.0 ft 13.0 x 14.0 ft 5 Room area 240.0 ft' 182.0 ft' I ' ' Ty Construction U-value Or I HTM I Area (ft') Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) IHeat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S ( Heat I Cool I 6 Lp! 15E19-Ow-8 0.073 r1 3.28 0.08` 135 111f 311 0 0 0 0 0 II--G 4A5.2ov 0.470 n 34.31 8.88 24 0 823 213 0 0 0 0 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 �1 15E19-Ow-8 0.073 a 3.45 0.12 0 0 0 0 0 0 0 0 11 L G 4A5-2ov 0.470 a 34.31 26.55 0 0 0 0 0 0 0 0 y! 15E19-Ow-8 0.073 s 3.24 0.06 0 0 0 0 117 117 381 8 t-{ 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0 V)/ 15E19-Ow-8 0.073 w 2.99 0.02 144 120 340 0 126 114 346 1 tG 4A5 2ov 0.470 w 34.31 26.55 24 0 823 637 12 0 412 319 C 168-44ad 0.022 - 1.61 1.04 240 240 385 251 182 182 292 190 F 21A-32t 0.020 - 1.46 0.00 240 240 350 0 182 182 266 0 6 1 c)AED excursion I I 30341 13591 I I 1696 16841 Envelope loss/gain 12 a) Infiltration 111 3 96 3 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants(g 230 2 460 1 230 Appliances/other 900 0 Subtotal(lines 6 to 13) 3145 2722 1792 916 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3145 2722 1792 916 15 Duct loads 3% 3% 94 82 3% 3% 54 27 I � 323671 2825 I I 1846 �I I I Total room load Air required(cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wtfgrihrtocort- Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-1410:04:49 .' "" C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 2 AT i't;,`,1 -, Iv Right-J® Worksheet Joe: [F Entire House Date: Aug 13,2013 I ' .` By: Powers Air Email:powersair@comcast.net 1 Room name Entire House cellar 2 Exposed wall 410.0 ft 146.0 ft 3 Ceiling height 9.6 It d 9.0 ft heat/cool 4 Room dimensions 34.0 x 39.0 ft 5 Room area 3109.0 ft' 1326.0 ft' r r I I r r Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) IHeat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S I Heat Cool 6 Vp/ 15E19-Ow-8 0.073 n 3.28 t 0.08 1147 1033 3393 85 351 306 902 0 :f G 4A5-2ov 0.470 n 34.31 8.88 72 0 2470 640 24 0 823 213 . D 11P0 0.290 n 21.17 6.96 42 42 889 292 21 21 445 146 15E19-Ow-8 0.073 a 3.45 0.12 928 916 3162 106 306 306 995 20 11 4A5-2ov 0.470 a 34.31 26.55 12 0 412 319 0 0 0 0 15E19-Ow-8 0.073 s 3.24 0.06 1032 1012 3281 65 351 351 1142 23 4A5-2ov 0.470 s 34.31 10.91 20 28 686 218 0 0 0 0 15E19-Ow-8 0.073 w 2.99 0.02 828 736 2203 12 306 286 889 8 4A5-2ov 0.470 w 34.31 26.55 92 0 3157 2442 20 0 531 C 16B-44ad 0 022 1.61 1.04 3109 r 3109 4993 3249 1326 1326 2'611163 1386 F 21A-32t 0.020 1.46 0.00 3109 3109 4539 0 1326 1326 1936 0 161 Envelope loss/gain 1 1 1 291851 8448 1 99471 25061 12 a) Infiltration 2337 61 521 14 b) Room ventilation 3589 590 3589 590 13 Internal gains: Occupants© 230 7 1610 0 0 Appliances/other 900 0 Subtotal(lines 6 to 13) 35111 11608 14057 3110 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 35111 11608 14057 3110 15 Duct loads 3% 3% 1053 348 3% 3% 422 93 Total room load I I I 361 01 115311 I I 14'7°901 31021 Air required(cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ....,f-/irhleawcr.?t° Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:49 C:\Users\Drew1 Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 1 e J'(..'v\ 11,3\c, .' a Job:AED Assessment Date: Aug 13,2013 Entire House By: I.._- r " Y Powers Air Email:powersair©comcast.net Project Information For: Wright McKenney Design Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature(°F) 68 75 Elevation: 190 ft Design-ID (°F) 73 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr./lb) 47.9 24.1 Dry bulb(°F) -5 87 Infiltration: Daily range(°F) - 19 ( M ) Mt - 71 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity I-burly Gazing Load 5ooa- 550D-- • z - N J O • 1533- ✓ 1,OS)- 0 f 8 9 10 11 12 13 14 15 16 n 18 19 a) Hour of Day /Hourly /Average /AED Amit Maximum hourly glazing load exceeds average by 57.1%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1019 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden wrightsoft" Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:49 1COrk C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 1 i t,,y, F'„ v W. Project Summary Job: Date: Aug 13,2013 r Entire House By: Powers Air Email:powersair©comcast.net Pro'ect Information For: Wright McKenney Notes: Desi•n Information Weather: Springfield Westover AFB, MA, US Winter Design Conditions Summer Design Conditions Outside db -5 °F Outside db 87 °F Inside db 68 °F Inside db 75 °F Design TD 73 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 24 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 35111 Btuh Structure 11608 Btuh Ducts 1053 Btuh Ducts 348 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36164 Btuh Use manufacturer's data n Rate/swing multiplier 0.92 Infiltration Equipment sensible load 11000 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2208 Btuh Ducts 60 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 3109 3109 Equipment latent load 2268 Btuh Volume(ft3) 5581 5581 Air changes/hour 0.32 0.05 Equipment total load 13268 Btuh Equiv.AVF(cfm) 29 5 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 95 AFUE Efficiency 15.4 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 750 cfm Actual air flow 531 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. n. 41- weigh f }t° Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:49 C:\Users\Drew\Documents\wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 1 1)(;/,,N Erz,.; ',,[!, Component Constructions Job: Component Aug 13,2013 ElEntire House By: /. Powers Air Email:powersair @comcast.net Project Information For: Wright McKenney Design Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA,US Indoor temperature(°F) 68 75 Elevation: 190 ft Design TD(°F) 73 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 47.9 24.1 Dry bulb(°F) -5 87 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified 'A t bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain It' [kb/ft.-°F ft'-°F/Bhh Btuh/ft' Btuh BWhift' Btuh Walls 15E19-0w-8:Bg wall,heavy dry or light damp soil,r-19 core,2"x6" n 1033 0.041 19.0 3.28 3393 0.08 85 metal int frm,plywood,wood framing wall,r-19 cav ins,6"thk,1/2" e 916 0.041 19.0 3.45 3162 0.12 106 gypsum board int fish s 1012 0.041 19.0 3.24 3281 0.06 65 w 736 0.041 19.0 2.99 2203 0.02 12 all 3697 0.041 19.0 3.26 12039 0.07 268 Partitions (none) Windows 4A5-2ov:2 glazing,clr low-e outr,argon gas,vnl frm mat,clr innr,1/2" n 72 0.470 0 34.3 2470 8.88 640 gap,1/4"thk;50%drapes,medium;50%outdoor insect screen;1.6 ft e 12 0.470 0 34.3 412 26.5 319 overhang(4 ft window ht,1.6 ft sep.) s 20 0.470 0 34.3 686 10.9 218 w 92 0.470 0 34.3 3157 26.5 2442 all 196 0.470 0 34.3 6725 18.5 3619 Doors 11 P0:Door,mtl pur core type n 42 0.290 10.5 21.2 889 6.96 292 Ceilings 16B-44ad:Attic ceiling,asphalt shingles roof mat,r-44 cell ins,1/2" 3109 0.022 44.0 1.61 4993 1.04 3249 gypsum board int fnsh Floors 21A-32t:Bg floor,heavy dry or light damp soil,tile flr fnsh 3109 0.020 0 1.46 4539 0 0 4: -46-y,t.Ights Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:49 C:Users\Drew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 1 II( )v., i ��. \ER Building Analysis Date: Aug 13,2013 I Nor A Cry Entire House By: Powers Air Email:powersair @comcast.net Pro'ect Information For: Wright McKenney Desi•n Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA,US Indoor temperature(°F) 68 75 Elevation: 190 ft Design TD(°F) 73 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 47.9 24.1 Dry bulb(°F) -5 87 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified V1\t bulb(°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Heatin• Component Btu h/ft2 Btuh %of load Veriklacn Walls 3.3 12039 33.3 . Glazing 34.3 6725 18.6 . Doors 21.2 889 2.5 Ceilings 1.6 4993 13.8 Floors 1.5 4539 12.6 Infiltration 3.6 2337 6.5 4 .... Ducts 1053 2.9 Piping 0 0 Humidification 0 0 Ventilation 3589 9.9 Adjustments 0 Total 36164 100.0 Coolin• Component Btu h/ft2 Btuh %of load wJ Ven5 to Walls 0.1 268 2.2 Glazing 23.7 4638 38.8 Doors 7.0 292 2.4 '- M" Gans Ceilings 1.0 3249 27.2 , Floors 0 0 0 Glazing Infiltration 0.1 61 0.5 Ducts 348 2.9 Ventilation 590 4.9 Internal gains 2510 21.0 Blower 0 0 Adjustments 0 Total 11957 100.0 Co'"n°s Latent Cooling Load=2268 Btuh Overall U-value=0.038 Btuh/ft2-°F Data entries checked. Bold/italic values have been manually overridden +."^... -#id- wriphtet ,ft Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:47 C:\Users\Drew\Documents\Wrightsoft HVACW4ight Mckenney.rup Calc=MJ8 Orientation=N Page 1 Entire House d 3109 36164 11957 750 531 Other equip loads 0 0 Equip.@ 0.92 RSM 11000 Latent cooling 2268 TOTALS I 3109 I 36164 I 13268 I 750 I 531 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr1Uhttof Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:47 C:\UserslDrew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 2 samormamminxxxxxxw a( ,\\ Load Short Form Job: .1 Date: Aug 13,2013 li V Ali.\C Entire House By: Powers Air Email:powersair @comcast.net Project Information For: Wright McKenney Design Information Htg Clg Infiltration Outside db(°F) -5 87 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 73 12 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 50 50 Moisture difference(grub) 48 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 95 AFUE Efficiency 15.4 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 750 cfm Actual air flow 531 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) cellar 1326 14479 3203 300 142 living 240 3239 2803 67 125 bed 1 182 1846 944 38 42 bath 63 503 72 10 3 foyer 264 1578 290 33 13 dining 160 2186 912 45 41 kitchen 168 3676 417 76 19 bed 3 170 2505 1449 52 64 bed 2 168 2331 1011 48 45 closet 40 735 54 15 2 2nd bath 64 202 67 4 3 landing 264 2883 735 60 33 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A• y,ro9ht5O ., Right-Suite®Universal 7.1.23 RSU10010 2013-Aug-14 10:04:47 ACAA C:\Users\Drew\Docurnents\wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 1 Report Job: Ft 1'\ 1,�' [ DHW Repol't Date: Aug 13,2013 r Entire House By: 1. Powers Air Email:powersair @comcastmet Project Information For: Wright McKenney Design Criteria Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 61 Gas conventional (40 gal, 0.60 EF) Manufacturer Tank size (gal) 40 Trade name Energy factor 0.60 Model Input(MBtuh) 0.0 GAMA model ID 1st hour(gal) 60 Recovery eff. (%) 77 J J wr ightse Rig ht-Su itee Universal 7.1.23 R SU 10010 2013-Aug-14 10:04:47 C:\\Users\Drew\Documents\Wrightsoft HVAC\Wright Mckenney.rup Calc=MJ8 Orientation=N Page 1 2009 IECC Energy Cost Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 4 Fords Crossing 414-923-8116 8/13/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton, MA Builder Lot 4 Wright Builders Inc. Lot 4 Fords Crossing-McKenney Residence-Cottage PLANS.blg This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact,this home surpasses the requirements by 38.6%. Name Josy Raycroft Signature Organization Center for EcoTechnology Date 13 August 2013 Mechanical Systems Blower door test Htg:2.50 Clg: 2.50 ACH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 2009 IECC Energy Cost Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 4 Fords Crossing 414-923-8116 8/13/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton,MA Builder Lot 4 Wright Builders Inc. Lot 4 Fords Crossing-McKenney Residence-Cottage PLANS.big Annual Energy Cost $/yr 2009 IECC As Designed Heating 944 508 Cooling 122 127 Water Heating 317 214 SubTotal-Used to Determine Compliance 1383 849 Lights ft Appliances 820 848 Photovoltaics -0 -0 Service Charge 0 0 Total 2203 1697 Mandatory Requirements Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower) 0.480 0.231 Skylight U-Factor Check(Section 402.5) Skylight U-Factor(Design must be equal or lower) 0.750 0.330 Home Infiltration (Section 402.4.2) PASSES Duct Leakage(Section 403.2.2) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 38.6%. Name Josy Raycroft Signature Organization Center for EcoTechnology Date 13 August 2013 Mechanical Systems Heating Fuel-fired air distribution, 58.0 kBtuh, 96.7 AFUE. Cooling Air conditioner, 24.0 kBtuh, 14.5 SEER. Water Heating Instant water heater, Gas, 0.92 EF. Window-to-Floor Area Ratio: 0.13 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC.These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR v3 .0 Home Verification Summary Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 4 Fords Crossing 414-923-8116 8/13/13 Northampton,MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton,MA Builder Lot 4 Wright Builders Inc. Lot 4 Fords Crossing-McKenney Residence-Cottage PLANS.big Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area (sq ft) 2065 HERS Index 48 Conditioned Volume(cubic ft) 25569 HERS Index w/o PV 48 Insulated Shell Area (sq ft) 5729 HERS Index Target(SAF Adjusted) 72 Number of Bedrooms 3 HERS Index of Reference Design Home 72 Housing Type Single-family detached Size Adjustment Factor 1.00 Foundation Type Conditioned basement This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV<= HERS Index of Reference Design Home AND HERS Index<= HERS Index Target to comply. Building Shell Ceiling w/Attic R60,CE16",4-24 U=0.016 Window Type U:0.22, SHGC:0.23***** Sealed Attic None • Window U-Value: 0.220, SHGC: 0.230 Vaulted Ceiling R41,LDF,12-16,C U=0.028 Window/Wall Ratio 0.15 Above Grade Walls R34 dbl,ldf+2"hdf*****U=0.031 Infiltration Type Blower door test Found. Walls(Cond) Superior 2"rigd+R19 R=33.0 Infiltration Htg:2.50 Clg: 2.50 ACH50 Found. Walls(Uncond) None Duct Leakage to Outside 30.00 CFM®25 Pascals Frame Floors None Total Duct Leakage 40.00 CFM®25 Pascals Slab Floors R10edge,R15under U=0.037 Mechanical Systems Heating Fuel-fired air distribution, 58.0 kBtuh, 96.7 AFUE. Cooling Air conditioner, 24.0 kBtuh, 14.5 SEER. Water Heating Instant water heater, Gas, 0.92 EF. Programmable Thermostat Heat=Yes; Cool=Yes Ventilation System Balanced: ERV, 83 cfm, 45.0 watts. Lights and Appliances Percent Interior Lighting 90.00 Clothes Dryer Fuel Electric Percent Garage Lighting 0.00 Clothes Dryer EF 2.67 Refrigerator(kWh/yr) 555.00 Clothes Washer LER 96.00 Dishwasher Energy Factor 0.68 Clothes Washer Capacity 3.81 Ceiling Fan (cfm/Watt): 70.40 Range/Oven Fuel Natural gas Note: Where feature level varies in home, the dominant value is shown. REM/Rate- Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. RESNET Home Energy Rating Standard Disclosure For home located at: Lot 4 Fords Crossing City: Northampton State: MA 1. X The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. X A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify below) 3. X The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home X C. An emloyee, contractor or consultant of the electric and/or natural gas utility serving this home 4. IX I The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer I I Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater I I Employer I I Rater X Employer Construction(builder, developer, construction Rater Employer I I Rater Employer contractor, etc.) Other(specify below): Rater Employer Rater I Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8 of the standard and are posted at http://www.natresnet.org/accred/standards.pdf.This home may have been verified under the provisions of Chapter Six, Section603, "Technical Requirements for Sampling"of the Standard. Josy Raycroft 8272678 Rater's Printed Name Certification# August 13, 2013 Rater's Signature Date RESNET Form 0300-2 REM/Rate- Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 4 Fords Crossing 414-923-8116 8/13/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton,MA Builder Lot 4 Wright Builders Inc. Lot 4 Fords Crossing-McKenney Residence-Cottage PLANS.blg Building Elements Type U-Value Area Window U:0.22, SHGC:0.23***** 0.220 7.0 Window U:0.22, SHGC:0.23***** 0.220 4.0 Window U:0.22, SHGC:0.23***** 0.220 54.0 Window U:0.22, SHGC:0.23***** 0.220 18.0 Window U:0.45, SHGC:0.55 0.450 3.0 Window U:0.45, SHGC:0.55***** 0.450 3.0 Door R7 steel insul***** , 0.126 16.0 Door R8 steel insul************ 0.108 20.0 Basement Walls Wall Superior 2"rigd+R19 0.032 979.2 Wall Superior 2"rigd+R19 0.032 187.2 REM/Rate-Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 2009 IECC Building UA Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 4 Fords Crossing 414-923-8116 8/13/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton,MA Builder Lot 4 Wright Builders Inc. Lot 4 Fords Crossing-McKenney Residence-Cottage PLANS.bIg Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 40.0 29.5 Skylights: 3.0 1.7 Above-Grade Walls: 98.3 56.1 Windows and Doors: 106.6 66.3 Basement Walls: 76.3 37.6 Overall UA(Design must be equal or lower): 324.3 191.2 Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower): 0.480 0.231 Skylight U-Factor Check(Section 402.5) Skylight U-Factor(Design must be equal or lower): 0.750 0.330 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact, this home surpasses the requirements by 41.0%. Building Elements Type U-Value Area Ceilings Roof R60,CE16",4-24 0.016 700.0 Roof R40 attic hatch 0.024 4.0 Roof R41,LDF,12-16,C 0.028 631.0 Skylights Skylight Dbl/LoE/Arg -Vinyl 0.330 5.0 Above-Grade Walls Wall R34 dbl,ldf+2"hdf***** 0.031 1168.3 Wall R34 dbl,ldf+2"hdf***** 0.031 186.0 Wall R34 dbl,ldf+2"hdf***** 0.031 108.0 Joist rim/amb 0.041 122.4 Joist band/amb 0.041 116.0 Joist rim/garage 0.041 23.4 Windows and Doors Window U:0.22, SHGC:0.23***** 0.220 71.7 Window U:0.26, SHGC:0.25***** 0.260 40.0 Window U:0.22, SHGC:0.23***** 0.220 68.0 REM/Rate-Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. © 1985-2013 Architectural Energy Corporation, Boulder, Colorado. w N W T N- m A N g N K A N ZJ W f/1-1 Wj W a r W W-1""�r -1 0 O mm60--�00 m Og° mO0C oroa ra 2 c u o o ' c -0 �' �' C a p W °town P w(7 C I 0 oeoc2tnooto 1- .rQ a m °ma, Mm u u•u° u u M P 13 2 z 11 m a Z V OeQO 5 a 0 O-O4) 00X to 4') 4 V 8 0;-4 0 _n°°° 00 m v - a NNN 1 =. 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X J 00 D 0,='a Z b� ' 9d �r o I D , o N I. �a-Z o O, O D U D I'00-I U CD N co 00 I D 0144-Z LO a 0 N 043-Z V- D a D ll�l■SIr-�. .■ n X 00='a-Z • ° 0 0063-6 •• 0 00 s,4-• 0 —a CO 001a-Z co D ° 0000-z • a 0 0•00-Z 0 00 I?a-Z .- 1 -._is M 00 1!3-Z N u a 00 1'a-Z D 0 00 1a-Z 00 I'a-Z n a v v ■ 4,s> 6 T V v X 00-00-L 6 X 00-00-L I. > 00-00- E Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities In the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific SUBTOTAL specifications unless clearly defined otherwise in writing by TEC. This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or Implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all WIDE LOAD/ dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for ESCORT FEE field verification of dimensions or special conditions. The building owner/owners agent is responsible for coordinating all construction details between trades. The truss GRAND TOTAL installer shall follow all BCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing,lateral web bracing,and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut,drilled,or altered in any way without first contacting TEC and receiving engineering documents allowing such. *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: PO#: Requested Delivery Date: CONTRACTOR QUOTE PRINTED ON: 08/01/13 PAGE 2 QUOTE# Q1307347 ® DATE QUOTED:08101/13 TR IJ 181 GOODWIN ST VALID UNTIL: 08/29/13 i 1 s.: �u' PO BOX 51027 Job: MCKENNEY / CARPENTER'S COTTAGE 1•∎■■■■■■■■i INDIAN ORCHARD, MA 01151 LOT 4 BEECHWOOD AT VILLAGE HILL MANUFACTURERS OF ROOF& FLOOR TRUSSES LOT 4 FORD CROSSING Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn:ANDY CLOGSTON Phone:(413)247-8300 SPECIAL INSTRUCTIONS: *FOR PRICING BASED ON PLANS DATED 7/30/13. NEED TO GET A FEW DETAILS VERIFIED/REVIEWED PRIOR TO ORDER. *ADDITIONAL 7 PSF DL ADDED TO TOP CHORD OF ROOF TRUSSES FOR FUTURE SOLAR AND/OR PV PANELS FOR GARAGE. FLOOR TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR. I FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTBRT 07/31/13 INFORMATION 140.0,10.0,0.0,10.0 1.00 FLOOR QTY BASE 0/A END TYPE CANTILEVER STUB UNIT PROFILE PLY TRUSS ID DEPTH SPAN SPAN LEFT RIGHT LEFT RIGHT LEFT RIGHT WEIGHT . m a 1 F14 01-00-00 04-00-04 04-00-04 16 ® 2 F15GE 01-00-00 18-01-00 18-01-00 r 1 54 IT:II 2 F16GE 01-00-00 03-04-00 03-04-00 E ni 11 ••=131.3.12MICIMISMIP 5 F2 01-00-00 1 29-09-00 29-09-00 m r 108 1 F3 01-00-00 21-09-00 21-09-00 81 1 F4 01-00-00 17-00-04 17-00-04 Ir 61 -41:39Z=2"" 2 F5 01-00-00 11-09-00 11-09-00 m r 45 1 F6 01-00-00 05-00-04 05-00-04 M ni 19 ITEMS QTY I ITEM CATEGORY LENGTH NOTES I FT-IN-16 21 FTC CLIP Floor Hangers 2-PLY FLOOR TRUSS CONNECTOR-750# 2 SNP3 Hanger 1 U410 Floor Hangers LIGHT DUTY FACE MOUNT FLOOR TRUSS HANGER(4X8)- 1610#IN SPF/1860#IN DF/SYP 4 • , CONTRACTOR QUOTE PRINTED ON; 08/01/13 PAGE 1 QUOTE# Q1307347 DATE QUOTED:08/01/13 TR - . 181 GOODWIN ST VALID UNTIL: 08/29/13 .i; ,7:I' INDIAN BOX 51027 Job: MCKENNEY / CARPENTER'S COTTAGE i■∎∎�∎�►∎■i INDIAN ORCHARD, MA 01151 LOT 4 BEECHWOOD AT VILLAGE HILL MANUFACTURERS OF ROOF& FLOOR TRUSSES LOT 4 FORD CROSSING Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. q y' West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn:ANDY CLOGSTON Phone:(413)247-8300 SPECIAL INSTRUCTIONS: *FOR PRICING BASED ON PLANS DATED 7/30/13. NEED TO GET A FEW DETAILS VERIFIED/REVIEWED PRIOR TO ORDER. *ADDITIONAL 7 PSF DL ADDED TO TOP CHORD OF ROOF TRUSSES FOR FUTURE SOLAR AND/OR PV PANELS FOR GARAGE. ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR INFORMATION 50.0,10.0,0.0,10.0 1.15 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTBRT 07/31/13 PROFILE I P I PITCH _ TYPE BASE I LUMBER OL !CANT SHIPPING J PLY TOP BOT TRUSS ID SPAN SPAN TOO E T HEIGHT WEIGHT !' Jack-Open 00_-10-08 r----, 4 6.00 0.00 01 01-10-15 01-10-15 2X4 2 X4 01-08-10 5 =' Jack-Open 00-10-08 F- "---, 3 6.00 0.00 02 04-00-00 04-00-00 2 X 4 2 X 4 02-09-03 10 Diagonal Hip 01-02-14 - 2 4.24 0.00 CJ1 05-06-06 05-06-06 2 X 4 2 X 4 02-08-07 16 Hip Truss 00-10-08 00-10-08 1 6.00 0.00 G1 12-00-00 12-00-00 2 X 4 2 X 6 02-09-03 46 COMMON 00-10-08 00-10-08 11-01-05 102 1 10.00 0.00 Ti 24-00-00 24-00-00 2 X 4 2 X 4 /Jh COMMON 00-10-08 11-01-05 101 LYE 10 10.00 0.00 TIA 24-00-00 24-00-00 2 X 4 2 X 4 00-06-12 GABLE 00-1.0-08 111IIh' 1 10.00 0.00 T1AGE 24-00-00 24-00-00 2 X 4 2 X 4 11-01-05 131 GABLE 00-10-08 00-10-08 1111111, 1 10.00 0.00 T1 GE 24-00-00 24-00-00 2 X 4 2 X 4 11-01-05 132 , Common Truss 00-10-08 00-10-08 03-09-03 34 ° 5 6.00 0.00 T2 12-00-00 12-00-00 2 X 4 2 X 4 FLOOR TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR. INFORMAT ION 40.0,10.0,0.0,10.0 1.00 FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTBRT 07/31/13 FLOOR QTY TRUSS ID DEPTH BASE ' 0/A END TYPE CANTILEVER STUB UNIT I PRFILE PLYI SPAN SPAN LEFT ' RIGHT LEFT RIGHT LEFT RIGHT WEIGHT 11 F1 01-00-00 33-09-00 33-09-00 m r 138 •°a•. 8 F10 01-00-00 34-00-00 34-00-00 I 3 139 1 ®- 1` F10G 01-00-00 30-00-00 30-00-00 r 3 117 2 Ply feceszesmneasmi 5 F11 01-00-00 21-00-04 21-00-04 I nl 03-10-08 78 3 F12 01-00-00 17-00-04 17-00-04 I 3 03-10-08 64 se= 1 F12G 01-00-00 17-00-04 17-00-04 r 3 03-10-08 66 aseammeczsi 1 F13 01-00-00 17-01-12 17-01-12 l ni 62 AiminiallIMINIIIIIIIIIIIIIIIIIIIW KeyBuild Strnehirenl 2.4illd Wri tC enters Cottge-Leve kmBeainEngine4.600d arp S 7-24-12 Materials Database)360 l:O 1 pm 1 of l Member Data Description:CatcG20 C/ Member Type:Girder Application:Floor Comments: Girder Support of Top Lateral Bracing:Continuous � ,-4(., Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF - „ Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF -- Filename:Y:1WrightCar Other Loads " Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 5 1.75" 7 27 _ Live Replacement Uniform(PLF) Top 0' 0.00" 10'10.56" 265 303 Snow Replacement Uniform(PLF) Top 0' 0.00" 17' 1.75" , 7 27 Live Replacement Uniform(PLF) Top 5' 1.75" 13' 1.75" 7 27 Live Replacement Uniform(PLF) Top 10'10.56" 11' 0.06" 265 303 Snow Replacement Uniform(PLF) Top 11' 0.06" 13' 1.75" 13 27 Snow Replacement Uniform(PLF) Top 11' 0.06 1T 1.75" 252 277 Snow Replacement Uniform(PLF) Top 13' 1.75" 17' 1,75" 7 27 Live Point(LBS) Top 0' 2.63" 3430 6498 Snow Point(LBS) Top 16' 9.13" 36 72 Snow Point(LBS) Top 16' 9.13" 453 0 Live Point(LBS) Top 16' 9.13" 453 907 Snow Point(LBS) Top 16' 9.13" 113 453 Live y ,f a � 3;7 z� u ,�u�P �� ya 5 4 r �y�y � 7-,-,.,,,, � +'' s 17112 7 17 1 12 �/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 14869# -- ` 2 16' 6.500" Wall N/A N/A 1.500" 6862# -- Maximum Load Case Reactions Used for applying point loads(or line bads)to carrying members Dead Live Snow 1 5873# 441# 8997# 2 3460# 894# 3401# ` Design spans ---- 16' 6.500" Product: 1-314x11-718 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 203664 38167.'# 53% 8.27' Total load D+S Shear 4348.# 13622.# 31% 0.01' Total load D+S TL Deflection 0.6839" 0.8271" 0290 8.27' Total load D+S LL Deflection 0.3454" 0.5514" tJ574 8.27' Total load S Control: TL Deflection DOLs: Uve=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives Point.loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table All product names am trademarks of their respective owners Michael Greaney - r.k.Miles,Inc. PY" d* a '1 ': Copyrignl(C(1907-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED, ,rM9:K1.S.rr West Hatfield,Ma 0108$ •Passing is defined as when the member,floor Joist,bean or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufactured s specifications. • xeyfuitd structure"2.401d wrightCarpenters Cottge-Leve 7-24-12 kmte anEngi h 13 m p d 12:58 �laterials.Database se 1360 I of 1 Member Data �j Description:CalcG1 O Member Type:Girder Application:Roof Comments: Struct. Ridge hse Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: 11360 live,L/240 total Live Load: 0 PLF Deck Connection:Nailed Member Weight 11.7 PLF Filename:Y:1WrightCar Other Loads Type Trib. Dead Other • (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 10'10.00" 170 340 _ Snow Replacement Uniform(PLF) Top 0' 0.00" 34' 0.00" 170 340 Snow Replacement Uniform(PLF) Top 10'10.00" 23' 4.00" 7 0 Snow Replacement Uniform(PLF) Top 10'10.00" 23' 4.00" 7 27 Snow Replacement Uniform(PLF) Top 23'4.00" 34' 0.00" 130 260 Snow 11111111111111111111111111t * 1010 0 12 6 0 ® 10 S 0 340 0 f Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0;000" Wall N/A N/A 1.688" 4431# — 2 10' 5.375" Wall N/A N/A 3.795" 9963# — 3 22'11.375" Wall N/A N/A 3.406" 8940# — 4 33' 2.750" Wall N/A N/A 1.500" 3840# — Maximum Load Case Reactions Used for applying point loads(or tine toads)to eanyirg members Dead Snow 1 1508# 2923# 2 3421# 6542# 3 3079# 5861# 4 1310# 2530# j Design spans I 10' 5.375" 12' 6.000" 10' 3.375" Product: 1-314x11-718 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS—.I . Design assumes continuous lateral bracing along the top chord. ` Design assumes no lateral bracing along the bottom chord. • Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9509.'# 24466.'# 38% 4.18' Total load D+S Negative Moment 10013.'# 24466.'# 40% 10.45' Total load D+S Negative Unbrcd • 10013.'# 23719.'# 42% 10.45' Total load D+S Shear 5327.# 9081.# 58% 9.93' Total load D+S 1 •TL Deflection 0.1641" 0.5224" L/763 4.7' Total load D+S LL Deflection 0.1085" 0.3483" L/999+ 4.7' Total load S Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney r � r.k.Miles,Inc. * „ °:- •• �'':?CopydgM(C}1887-2012 by Keymark Enterprises,LLC.AU.RIGHTS RESERVED. West Hatfield;Ma 01088 n ua u 'Passing rs defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design most be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. KeyBuildsanchaem2.4otd WrightCarpenters Cottge-Leve 7-24-12 krnBeatuagine 4.600d Materials Database).360 1:01 pm loft Member Data Description:CaIcB23 O pb Member Type: Beam Application:Floor Y i Fl Comments: Garage Header Top Lateral Bracing:Continuous ______ Bottom Lateral Bracing:(See Below) Standard Load: Moisture Condition: Dry Building Code:IBC/IRC — Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total I Live Load: 0'PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename:Y:\WrightCar Other Loads ' --- Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0` 0.00" 11' 6.00" 171 1 — • Live Replacement Uniform(PLF) Top 0' 0.00" 11' 6.00" 0 230 Snow Replacement Uniform(PLF) Top 11' 6.00" 12' 6.25" 171 1 Live Replacement Uniform(PLF) Top 11' 6.00'` 12 6.25" 0 230 Snow Replacement Uniform(PLF) Top 12' 625" 24' 0.00" 171 1 Live Replacement Uniform(PLF) Top 17 6.25" 24' 0.00" 0 230 Snow 1,71'"7:1=7-r°,777--7,=,'=;:f.,—;',7%;r— m s s ':.m .r' ' r 1• t` .f" ! " ',1,'-- t -u ` ,;„7.47777,--y.'.. �`` ' a 5.. • rtxd, ,. h �H,. s r'9:i u + �' e,---.;' 6 11 6 0 1 0© 11 5 12 P 24 0 0 �, Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1791# — 2 11' 1.375" Wall N/A N/A 2.423" 6361# -1862# 3 12' 1.625" Wall N/A N/A 2.408" 6321# -1899# 4 23' 2.750" Wall N/A N/A 1.500" 1788# Maximum Load Case Reactions Used for applying point toads(ortine toads)to canying members Dead Live Snow 1 794# 2# 997# 2 1345# 12# 5016# 3 1322# 12# 4999# • 4 792# 2# 996# Design spans 11' 1.375" 1' 0250" 11' 1.125" Product: 1-314x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Review gravity uplift reaction force of 18621bs at bearing 2 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 18991bs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design • Actual Allowable Capacity Location Loading I Positive Moment 3880.'# 24466.'# 15% 4.45' Odd Spans D+S I Negative Moment 5748-'# 24466.'# 23% 11.11' Adjacent 1 D+S Negative Unbrcd 5748.'# 24466.'# 23% 11.11' Adjacent 1 D+S Shear 2404.# 9081.# 26% 10.56' Adjacent 1 D+S TL Deflection 0.0701" 0.5557" 11999+ 5' Odd Spans D+S LL Deflection 0,0391" 0.3705" L/999+ 5' Odd Spans S Control: Shear DOLs: live=100% Snow-115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney r,ic,Miles,Inc, ^+j a I; z ':a+'Copyright(C)les7-2012 by Keymatic Enterprises,LLC.ALL RIGHTS RESERVED, West Hatfield,Ma 01088 kre c u Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications, KeyBuild SbUCt ur=M 2.401d WrightCarpenters Cottge-Leve 7-24-12 kmHearnEngne 4.6004 1:OSpm Materials Database 1360 . IofI Member Data Description:CalcB8 O Member Type: Beam Application: Floor Comments: Bdrm 1 Header A Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: L1360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF ' Filename:YaWrightCar Other Loads ---_ Type Trib. Dead Other • (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 5' 9.00" 0 453 _ Snow. Replacement Uniform(PLF) Top 0' 0.00" 5' 9.00" 432 411 Live • / / 590 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3076# — 2 5' 7.750" Wall N/A N/A 1.500" 3076# -- i Maximum Load Case Reactions Used for applying pond bads(or line loads)to carrying members Dead Live Snow 1 1246# 1160# 1280# 2 1246# 1160# 1280# Design spans 5' 7.750" Product: 1-314x9-112 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design ' Actual Allowable Capacity Location Loading Positive Moment 4341.'# 16051.'# 27% 2.82' Total load D+0.75(L+S) Shear 2213.# 7265.# 30% 5.08' Total load D+0.75(L+S) - TL Deflection 0,0498" 0.2823" L/999+ 2.82' Total load D+0.75(L+S) LL Deflection 0,0296" 0.1882" L/999+ 2.82' Total load 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives • ,, All product names are trademarks of their respective owners Michael Greaney fx r.k-Miles,Inc: a'^".I 'e '1 f . - Capyrighi(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 twin L S 11. *passing is defined as when the member,Boor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product Installation according to the manufacturers specifications. KeyBuildStructure.,2401d Wright Carpenters Cottge Leve 7-24-12 kmBea Database 1;04pm Materials Is Database 1360. - 1`of1 Member Data O Description:CaicB2 Member Type:Beam Application: Floor Comments: Grt Rm. Header"I" Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: 0360 live, U240 total Live Load: 0 PLF Deck Connection:Nailed Member Weight: 9.4 PLF Filename:Y:1WrightCar Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0'11.75" ` 0 340 Snow. Replacement Uniform(PLF) Top 0' 0.00" 0'11.75" 347 298 Live Replacement Uniform(PLF) Top 0'11:75" 6' 5:75" 0 340 Snow Replacement Uniform(PLF) Top 0'11.75" 6' 5.75" 347 298 —Tve Replacement Uniform(PLF) Top 6' 5.75" 8' 3.00" 0 340 Snow Replacement Uniform(PLF) Top 6' 5.75" 8' 3.00" 347 298 e Live. ` 7* ; -"' '7 7% 7`x'5 - �3 �` " tea, � r � ,„,.,,,„,„w„, 8 3 0 p / 830 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3399# – 2 8' 1.750" Wall N/A N/A 1.500" 3399# – Maximum Load Case Reactions Used for applying point loads(or line loads)to'arrying members Dead Live Snow 1 1452# 1212# 1385# 2 1452# 1212# 1385# Design spans 8' 1.750" Product: 1-314x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. f Allowable Stress Design Actual Allowable Capacity -- Location Loading Positive Moment 6922.'# 16081.'# 43% 4.07' Total load D+0.75(L+S) Shear 2738.# 7265.# 37% 7.74' Total load D+0.75(L+S) TL Deflection 0.1653" 0.4073" U591 4.07' Total load D+0.75(L+S)_ LL Deflection 0.0947" 0.2715" U999+ 4:07' Total load 0.75(L+S) Control: Positive Moment DOLs: Live=100% Snow=l15% Roof=125% Wind=180% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives An product names are trademarks of their respective owners Michael Greaney r.k.Miles,Inc. '/,''° .®, . ...-..Copyright(C)7967-21112 by Keymark Enterprises,L:C.ALL RIGHTS RESERVED. West Hatfield,Ma 01 088 "Passing is defined as when the member,floor joist,beam or gib,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation accordng tc the manutadurer s specifications. KeyBuild Struct,, 24014 VvrightCarpenters Cottge-Leve 7-24-12 kmBeamEngine 4,600d 1:0/ to Materials Database 1360. p 2of2 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.115" 8329# - 2 5' 5.375" Wall N/A N/A 3.631" 14295# -- 3 10' 5.375" Wall N/A N/A 6.060" 23860# -- 4 16' 7.375" Wall N/A N/A 4.016" 15814# -- 5.. 22'11_375" Wall N/A N/A 5.592", 22017# - 6 29' 5.375" Wall N/A N/A 2.629" 10352# -- 7 33' 5.375" Wall N/A N/A 2.437" 9595# - 8 37' 8.250' Wall N/A N/A 1.500" 2700# - Maximum Load Case Reactions Used for applying point bads(or tne loads)to carrying members Dead Live Snow 1 2807# 4164# 3198# 2 3227# 11088# 0# 3 8718# 11124# 9064# 4 3640# 12173# 0# 5 8003# 10928# 7757# • 6 2282# 8070# 0# 7 3793# 4485# 3250# 8 600# 2101# 0# _ Design spans 5' 5.375" 5 0.000" 6' 2000" 6' 4.000" 6' 6.000" 4' 0.000" 4' 2.875" Product: 1-314x9-112 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6418.'# 21774.'# 29% 2.45' Odd Spans D+L Negative Moment 9138.'# 21774,'# 41% 16.61' Adjacent 3 D+L Negative Unbrcd 9138.'# 21774.'# 41% 16.61' Adjacent 3 D+L • Shear 6129.# 9476.# 64% 16' Adjacent 3 D+L TL Deflection 0.0420" 0.2724" U999+ 2.6' Odd Spans D+L LL Deflection 0.0413" 0.2056" U999+ 13.53' Odd Spans L Control: Shear DOLs: Live=100% Snow=115% Roof=12S% Wind=160 0 Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives • An product names are trademarks of their respective owners Michael.Greaney �. ri °. r.k.Miles,Inc_ ir g y 6 . aCopyrigM1t(C)1997-2072 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 !\YY:swhen:Lc the"Passing is defined as whenthe member,floor joist,bean or girder,shown on this drawing meets applicable design cdtarie for loads,Loading Conditions,and Spans listed on this sheet The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product insiatlalion according to the manufacturers specifications. Keysuild structureTM 2,401d WrightCarpenters Cottge-Leve 7-24-12 eri Engi a 4,6004 Materials I:07 m s Datahote 1360 p I of 2 Member Data Description:CaIcB2 Member Type:Beam Application: Floor Comments: BasementBeam Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 14.0 PLF Filename:Y:1WrightCar Other Loads -- Type, Trib. Dead Other (Description) Side Begin End Width Start End Start End Category. Replacement Uniform(PLF) Top 0' 0.00" 0' 4.75 538 1700 Live- Replacement Uniform(PLF) Top 0' 4.75" 1' 8.63" 538 1700 Live Replacement Uniform(PLF) Top 1' 8.63" 2 1.75" 538 1700 Live Replacement Uniform(PLF) Top 2 1.75" 3' 0.00 538 1700 Live Replacement Uniform(PLF) Top 3' 0.00" 8' 6.00" 538 1700 Live Replacement Uniform(PLF) Top 8' 6.00" 10' 1.75" 538 1700 Live Replacement Uniform(PLF) Top 10' 1.75" 10'10.00" 538 1700 Live Replacement Uniform(PLF) Top 10'10.00" 14' 8.25 538 1700 Live Replacement Uniform(PLF) Top 14' 8.25" 19' 2.25" 538 1700 Live. Replacement Uniform(PLF) Top 19' 2.25" 21' 8.00" 538 1700 Live Replacement Uniform(PLF) Top 21' 8.00" 23' 4.00" 411 1190 Live Replacement Uniform(PLF) Top 23' 4.00" 24' 0.00" 190 761 Live Replacement Uniform(PLF) Top 24' 0.00" 25' 2.31" 188 754 Live Replacement Uniform(PLF) Top 25' 2.31" 27' 0.25" 188 754 Live Replacement Uniform(PLF) Top 27' 0.25" 27' 5.75" 188 754 Live Replacement Uniform(PLF) Top 27' 5.75" 29' 6.00" 492 1515 Live Replacement Uniform(PLF) Top 29' 6,00" 30' 0.00" 494 1522 Live Replacement Uniform(PLF) Top 30' 0.00" 30' 3.88" 198 340 Live Replacement Uniform(PLF) Top 30' 3.88" 33'11.94" 283 680 Live Replacement Uniform(PLF) Top 33'11.94" 34' 6.00' 124 494 Live Replacement Uniform(PLF) Top 34' 6.00" 36'11.94" 124 494 Live Replacement Uniform(PLF) Top 36'11.94" 37' 6.00" 361 989 Live Replacement Uniform(PLF) Top 37 6.00" 38' 5,50" 361 989 Live Point(LBS) Top 0' 4.63" 1593 3198 Snow Point(LBS) Top 10'10.00" 5796 9064 Snow Point(LBS) Top 21' 8.00" 173 179 Live Point(LBS) Top 23' 1.25" 0 1971 Snow Point(LBS) Top 23 1.25" 1863 164 Live Point(LBS) Top 23 5.75" 3481 1522 Live Point(LBS) Top 23' 5.75" 0 5785 Snow Point(LBS) Top 27' 5.75" 408 1522 Live Point(LBS) Top 30' 0.00" 91 0 Live Point(LBS) Top 33 925" 924 320 Snow Point(LBS) Top 33'11.94" 1981 742 Live Point(LBS) Top 33'11.94" 0 2930 Snow Point(LBS) Top 36'11.94" 206 742 '-Live • ,' '->--, ' ► - . �t p , ,yy t" �� g kiti ,: ' r. Pte x ,,,:% 7 {tea, : 'rc ; 7 N• 510 0 5 0 0 6 2 0 ® 6 4 0 ® 6 6 0 4 0 0 4 7 8 38 5 8 ` An product names are trademarks of their respective owners Michael Greaney r.k.Miles,Inc. x=.` ® v Capydgm(C)18b7-2012 try Keymark Enterprises,t.LC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 defined th '''Passing is definedas when the member,floor joist,beam or gilder,shown on this drawing meets appliwhledesiga criteria for Loads,Loading Conditions,and Spans fisted on this sheet. The design most be reviewed by a qualified designer or design professional as required for approval,This design assumes product installation according to the manufaeturees specifications. f 38. Closets beneath stair which have doors must be drywalled with%".780 CMR R302.7 39. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or CO can be signed. Other items are intended to avoid costly issues at inspections. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller annorthamptonma.gov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 24. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1/2" strap across the area and 6" beyond each side with 8- 10nd nails.780 CMR R602.6.1 25. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows.780 CMR M1502.3 26. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M1502.4.3 27. Dryer duct maximum equivalent length is 25' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 28. Markup air is required for any exhaust hood of 400 CFM or more.780 CMR M1503.4 29. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 30. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling)and bottom (floor) plates,soffits, and every 10'within enclosed cavities. 780 CMR R302. 31. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 32. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have/2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 33. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 20091ECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 34. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 35. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 36. Deck ledgers and post must be appropriately attached, bolts or lags.780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 37. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors, at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3rd780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 15. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3)or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. NOT PNEUMATIC NAILS 16. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 17. Ceiling heights minimum 7'for habitable spaces, 6'8"for bathrooms includes tub/shower area if a shower head is used,6'8"for basements,6'4" at beams/ducts. 780 CMR R305.1. MA amended 18. Hazardous glazing locations,within 24" of a door,or within 60"of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 19. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 20. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape.780 CMR R310 b. Windows within 44"of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1st floor. Minimum clear opening 20"x24"or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees,one 32"and one 28" minimum 78" high.780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 3/4" from the top of the threshold and only in-swinging doors. 780 CMR R311.3 21. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30"or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1'4" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post.780 CMR R311.7. 22. Guards 36" minimum height above walking surface,a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule.780 CMR R312.1. 23. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes City of Northampton ,�sHArp 4t.,`" a Cr Massachusetts * cc; - - s 212 Main Street • Municipal Building vd�. Cb Northampton, MA 01060 ss 3y" i3‘~�, INSPECTOR Wright Builders, Inc. August 16, 2013 48 Bates Street Northampton, MA 01060 Subject Location: 16 Ford Crossing Map Block: 31-040 Mr. Buzzell, Please follow up on the following items: 1. Basement column footing need to be side to hold the loads anticipated assuming a soil bearing capacity of 2000 lbs per sqft. 2. All windows in a hazardous locations requires them to be tempered the following are locations appear to need tempering. a. Window at the bottom of the stair. b. All doors and sidelights. 3. HERS rating. 4. Mechanical contractor must take a sheet metal permit and equipment specifications before beginning work. 5. HERS raters typically look at dense packed cellulose and low density foams as permeable requiring an additional air barrier. Note September begins the newest energy code 2012 IECC with MA amendments with an expectation that the new Stretch Code will be available at that time.These codes will likely have a 6 month concurrency period which effectively pushes the change back to July 2014. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs The current relevant building codes are: 2009 IBC, 2009 IEBC,2009 IMC, 2009 IRC, 2009 IECC, AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required.780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be'A" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea),exhausted (similar to exhaust only systems), or treating the space with supply and return.See 780 CMR R408 (SUBJECT TO ATTACHED CONDITIONS I & 2) Permit N . D04-13 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: L will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2 I further agree that if in the inspections, any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. • By: • Petitioner Signature Name: Wright Builders, Inc. Address: 48 Bates Street Northampton. MA 01060 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants, a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc: Building Inspector 1 • . *....-- ° 1 - 4 r Permit No. D04-13 CITY OF NORTHAMPTON., MA 1 (- DRIVEWAY PER u-----t 1- .,..' 1 T Date: 9/7/12 Check 4: 41294 FEE: S250.00 THE BOARD OF PUBLIC WORKS , ! il 1 .# Driveway must he staked and house & lot number posted The undersigned respectfully petitions your honorable body for: A permit for a Common . i Driveway 1 : , Permission to install a driveway at: Common driveway for 92, 9S, 104 Olander Drive, and 1 4, 10,Myord Crossing i _Fifteen (15) foot maximum width at the street line. Gutter drainac,e not to be disturbed, All Drainage shall be directed off the driveway surface to adjacent land and not on the existing Roadwa . Driveway surface to be toyed as soon as .ossible if the rade of the .ro•osed Driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. Code of Ordinances §350-8 8 1 _ groyidin standards for rivate, individual drivcwa s as amended b the City Council on October 15, 2009, must be followed, By NN right Buildcrs, Inc. Tolophonr. . 413-S86-8287 ature: -------- Proposed Location Inspection By: i P /176L/R . 7 --'iicz:1"C:90/ij' • t .il Gravel Base Grade Inspected By: , Final Approval: r 11 i THE BOARD OF PUBLIC WORKS voted that petition be granted. J I ri i Edward S. Huntley, P.E. 1 1 Director of Public Works 1 Cc; Building Inspector 1 . LP' inewassauserpor Alsesswir Louis Hasbrouck<lasbrouck @northamptonma.gov> Fri,Jul 26,2013 at 11:53 AM To: Carolyn Misch<cmisch @northamptonma.gov> Cc: Charles Miller<cmiller @northamptonma.gov> Thanks. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413)587-1272 fax On Fri,Jul 26,2013 at 11:39 AM,Carolyn Misch<cmischAnorthamptonma.gov>wrote: No co for the 5th or 6th until they get the easement done. You can issue 6th bp. On Fri,Jul 26,2013 at 11:34 AM, Louis Hasbrouck<lhasbrouck(2Inorthamptonma.gov>wrote: So that means all permits can be issued but only 4 COs? Situation now is that we've gotten 5 sfh permit applications. 3 houses are complete and have COs.The most recent 2 applications are in plan review and we are essentially ready to issue them.Prior to the meeting last night,we were going to issue one permit and hold the other. Should we issue both permits and then issue COs when these 2 are done? Should we issue the 6th(last)permit? Let me know. Thanks. Louis Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413)587-1272 fax On Fri,Jul 26,2013 at 11:12 AM,Carolyn Misch<cmischC northamptonma.gov>wrote: Hey, Planning Board voted to move the easement requirement to CO from prior to 5th Building Permit for Jonathan. Carolyn Misch,AICP Senior Land Use Planner/Permits Manager City of Northampton Office of Planning&Sustainability 210 Main St, Room 11 Northampton, MA 01060 Planning -Decision City of Northampton 11111 e II�����i Hearing No.: PLN-2012-0022 Date: April 19, 2012 nll � I �� 2012 00010417 APPLICATION TYPE SUBMISSION DATE Elk: t O9OOPg: 271 Page: 1 of 2 PB Major Site Plan 2/28/2012 Recol ded: 0511012012 10:58 AM Applicant's Name: Owner's Name: NAME NAME WRIGHT BUILDERS HOSPITAL HILL DEVELOPMENT LLC C/O MA (ADDRESS ADDRESS 48 Bates St 1350 Main St,Suite 1110 - TOWN STATE ZIP CODE TOWN STATE ZIP CODE NORTHAMPTON MA 01060 SPRINGFIELD MA 01103 PHONE NO. FAX NO PHONE NO FAX NO (413)586-8287(116) (413)587-9276 EMAIL ADDRESS EMAIL ADDRESS 1 Site Information: Surveyor's Name: STREET NO SITE ZONING COMPANY NAME PRINCE ST PV(69)/RR(35)/FFR(35)IWP(24)/SG b(1)/SG a TOWN. ACTION TAKEN ADDRESS NORTHAMTPON MA 01060 Approved With Conditions MAP. BLOCK LOT MAP DATE SECTION OF BYLAW 31C 017 001 Chpt 350-11:Site Plan Approval TOWN STATE ZIP CODE Book Page 6925 302 PHONE NO FAX NO EMAIL ADDRESS NATURE OF PROPOSED WORK Construction of six single family homes.Site located at Ford Crossing&Olander. HARDSHIP CONDITION OF APPROVAL 1) 1. The 8'wide bike/ped walk from Ford Crossing to Moser Street shall be constructed prior to the issuance of the 5th building permit for the site. Or escrow in the amount of the cost for construction be posted in form suitable to Office of Planning and Development 2.Prior to completion of the 6 house lots a Conservation Restriction shall be recorded for Beech Tree Park as defined by MGL 184-31(and further specified in the submission by MassDevelopment with this project.) 3.Prior to issuance of a building permit for any lot,a public access sign should be posted at the sidewalk entrance south of the site at the Olander Sidewalk and at Ford Crossing to indicate entrance to the proposed park. 4.All sidewalk and trail links abutting this property shall have a public access easement recorded and held by the city on terms acceptable by the city. The easement shall be recorded prior to issuance of the 5th building permit 5.Sidewalks and bike/ped connections shall be of cement concrete. FINDINGS The Planning Board approved the site plan for the six new single family homes based on the following plans and items submitted. Completion of conditions 1 and 2 herein shall constitute compliance with any site plan requirements for the Beech Tree Park as specified under the Planned Village Special Permit condition#27 amended in 2009(for construction/build-out of lots). 1."Beechwood at Village Hill" Dated February 24,2012,Revisions April 11,2012 by The Berkshire Design Group,Inc,Sheets L1,L2, L3, L4,L5. 2. Village Hill Beechwood Exterior Elevations,by Wright Builders.Dated 2/27/2012, Sheets Montague Farmhouse Parkside A3&A4. Sheets Artisan Cottage Parkside A3&A4. 3. Nyoplast Drain Detail 8 L5,Sanitary Cleanout Detail 9 L5. Dated 4/5/2012. 4.Lighting Detail 5. "Beech Tree Park",Prepared by Beals and Thomas,Inc. for MassDevelopment,Dated 41412012. GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. - Planning -Decision City of Northampton Hearing No.: PLN-2012-0022 Date: April 19, 2012 6.Draft Declaration of Open Space/Conservation Area restrictions. In approving the site plan, the Board determined that all the criteria in section 11 and criteria for the special permit originally adopted for the Planned Village,including design guidelines had been met 1. The requested use protects adjoining premises against seriously detrimental uses. The new lots are part of the build-out of the state hospital and are consistent with those plans. 2. The requested use will not have an effect on convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,roads in the area.As part of the overall redevelopment of the state hospital,traffic mitigation will be made as previously required in the special permit for the village. 3. The requested use will have no effect on the relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area. 4. The requested use will not have an impact on city resources. 5. The requested use meets any special regulations set forth in the Zoning Ordinance in section 350-11 COULD NOT DEROGATE BECAUSE FILING DEADLINE MAILING DATE HEARING CONTINUED DATE DECISION DRAFT BY APPEAL DATE 3/1/2012 3/15/2012 4/12/2012 4/26/2012 REFERRALS IN DATE. HEARING DEADLINE DATE HEARING CLOSE DATE FINAL SIGNING BY APPEAL DEADLINE 3/8/2012 5/3/2012 4/12/2012 4/26/2012 5/9/2012 FIRST ADVERTISING DATE HEARING DATE VOTING DATE. DECISION DATE. 3/8/2012 3/22/2012 4/12/2012 4/19/2012 SECOND ADVERTISING DATE HEARING TIME VOTING DEADLINE DECISION DEADLINE 3/15/2012 7/11/2012 7/11/2012 MEMBERS PRESENT VOTE Andrew Weir votes to Grant Debin Bruce votes to Grant Marilyn Richards votes to Grant Katharine G.Baker votes to Grant l.. Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to ineligible to Vote Francis Johnson votes to Grant MOTION MADE BY SECONDED BY VOTE COUNT DECISION Debin Bruce Marilyn Richards 7-0 Approved with Conditions MINUTES OF MEETING Available in the Office of Planning&Development. i,Carolyn Misch,as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify that a copy of this decision has been mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A, Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. May 10, 2012 I, Wendy Mazza, City Clerk of the City of Northampton,hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on April 19, 2012 that twenty days have elapsed since/ such filing and that no appeal has been filed in this matter. Attest! . L -: • City Clerk City of Northampton GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. /► AZ'I`EST: HAMPSHIRE,T kaia.' (t P-6fteLiBEICCISTISR . .....f6\ I i -, ,:p� ' _a - Gift ii c trffic,tpII ' . � _, • ,,� . [I ! 1 _ a� 3a1awrzasrt:s i 1 _ c \b....DE?_3%d ST OF 3L'iLJLG INSPECTIONS M- - ��-INPCC i OR 212 Main Street ' Munidpal Building .r+@ Northampton, Mass. 01060 SCUare Footage - Amount „8e`e ent @ ,1.O /179 (2 33. .. 1st ??cor @ ,10 / i 1` 59 7 = 2nd Floor @ -30 - 6 70 o)oI 1/2 Floors, Attic, Garage,a.o 7 !/6 Deck, Porches ,a-Q / 7 /3? L/ 1i I /6 ,,O,�, R S o D J � ke=X:. /LiCre (.170S.si n) .� �M t 316-7(1 0 • - . - f • . - . - i i . f SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: [�` � pp1,�I Not Applicable ❑ Name of License Holder: IA)(1% h[i 1 "' ` v` - g 6 Vg fri r M k License Numt�yer OC S � o R��M Pt-o N I, 3(/ b Address �/ �� ��� Expiration Date 72- , /5? i Signatur ( I Telephone 9.Real tere Home Improvement Contractor: Not Applicable ❑ ` ,mss 1 { o G- - $u tit-e• . o 1 5-3, Company Name Registration Number Sr ND pr Pr N 'MA 6 P-6/t f Address j Expiration Date .j ' ) �/' Telephone 5d - l 7 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 NrC 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 X Addition ❑ Replacement Windows Alteration(s) n Roofing E Or Doors E Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [D Siding[0] Other[O] Brief Description of Proposed (J 5r6 t/ /Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing, complete the following: a. Use of building :One Family. X Two Family Other b. Number of rooms in each family unit: Number of Bathrooms A"16". • c. Is there a garage attached? 15 Se( A-0.040) JJ d. Proposed Square footage-o-f�-new rconstruction. Dimensions s e.�.rJ.s e. Number of stories? 1 •`/�4 A f. Method of heating? Fireplaces or Woodstoves 1 +� Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? if° h. Type of construction !S i. Is construction within 100 ft. of wetlands? Yes )( No. Is construction within 100 yr. floodplain Yes X- No 1 j. Depth of basement or cellar floor below finished grade fi k. Will building conform to the Building and Zoning regulations? x Yes No. I. Septic Tank City Sew r Private well City water Supply )(' ANAMtt>f) 41.txP SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, (Al Pi . • 4 P (. )1)04 , as Owner of the subject property ' //�,, � � hereby authorize V"jt r'` giviu t t act.on my behalf, in all matters relative to work authorized by this bud m9 permit a plication.411t, T It V gnature of Owner Date I, I A) fi I V i 1, , as Owner .uthorize. Agent ereby declare that the statements and information on the foregoing application are true and accurate,to the best o my now edge elief. Signed under the pains and penalties of perjury. f-ere-ef. e41-2,1/e--K, Print Name • ! 7 1 7 // / i3 0 / Signature of Owner/Agent Date AnllIllnoIImpk ft/eqtc • T‘ Afe ' V $ b x',43 Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incom tete Information Existing Proposed Required by Zoning This column to be filled in• 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 S! es Fil • olume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES ►s� (CoPtj '1✓O 1. rL D IF YES, date issued: peril.S, b N IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES IF YES: enter Book 1 6 66 Page �.I 1 and/or Document# / ')Lf( B. Does the site contain a brook, body of water or wetlands? NO i7.6 DON'T KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained Q , Date Issued: C. Do any signs exist on the property? YES NO Q IF YES, describe size, type and location: i, p v- '. ^vv D. Are there any proposed changes to or additio s 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 Q NO -53( IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only _- % q) ity of Northampton Status of Permit: �:f.-c==° -1 ilding Department Curb ut/Oriveway Permit L____ }'s 212 Main Street Sewer/Septic;Avilabltity _14 2W Room 100 IWell Availability�# o rt a m pto n, MA 01060 Two Sets of Structural Plans , „ � F)�pr,)&-41 7-1240 Fax 413-587-1272 Plot/Site Plans �' s T Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION l � � 1 j� 'u_- — 1.1 Property Address: This section to be completed by office I1 Fb Pb 01'tki6'. Map Lot Unit tr o -164h P NI M Zone Overlay District M T'4-' 31611/0-r Ito Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: IN A'€+--r l'til.(4) FS/(tAAf'K' tAi - 0A-Terr C1-, (si8-Th >APN m int) kk Current Mailing Address: - ■ C" 199 Telephone ignature 2.2 Authorized Agent: [.Aj P. - Pit` / rO eu2 -- e Sr, jYo Po -Ai P f N Name(Print) 1 4 l Current Mailing Address: I tilt, Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only _ completed by permit applicant 1. Building I 4)"O i t t, ( i r (a)Building Permit Fee 2. Electrical I , it f f Lf_ . . (b)Estimated Total Cost of / Construction from(6) 3. Plumbing tir J> j . ,. Building Permit Fee 4. Mechanical(HVAC) IL( i El.K.. 5. Fire Protection 1 J 41 6. Total=(1 +2+3+4 +5) it G t 410 0 . Check Number Al346/ , ) + `�' This Section For Official Use Only Building Permit Number: Date Issued: • Signature: Building Commissioner/Inspector of Buildings Date i\itb $ it') . - ,' r Pr'b File#BP-2014-0181 APPLICANT/CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413)586-8287(116) PROPERTY LOCATION 16 FORD CROSSING-LOT 4 MAP 31C PARCEL 040 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 4/ 3 l y/J )L �--- Fee Paid !O y�56 `�' Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 84280 3 sets of Plans/Plot Plan .../-- ,. THE FO LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON g(J J\)(" INFO_ ATION PRESENTED: Approved Additional permits required(see below) °Pal`it . 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 Demolition Delay A4f0101- �—/P—/ Signature of Bui ding Of'icial 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. 16 FORD CROSSING-LOT 4 BP-2014-0181 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31C-040 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2014-0181 Project# JS-2014-000311 Est. Cost: $259600.00 Fee: $1165.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 8021.00 Owner: WRIGHT BUILDERS Zoning: Applicant: WRIGHT BUILDERS AT: 16 FORD CROSSING - LOT 4 Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 (116) Workers Compensation NORTHAMPTONMAO1060 ISSUED ON:8/19/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/19/2013 0:00:00 $1165.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner