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38A-117 (6) Job Truss - Truss Type 1 Qty � Ply ', VILLAGE HILL - LOT 2 , MA 2ND FLOOR 402 FLOOR 1 1 Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 3x6 ID:eEbymvWK(�9 , QHyShTWQUXgzJOVS- hASQ8LJ97D0Fmtm4 9Z1Ejf8knzFl 1-0 -1 1 Z' Scale =1:7.6 T1 r 4 on 551 � WI - - ord 61 .�♦�. 4 3 z 3x6 == 3x3 I I 1 -6-12 1-6-12 Plate Offsets (X,Y): [2:0- 3 -0,Edge) LOADING (psf) SPACING 2 - CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) 0.00 4 * * ** 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 10 lb FT =20 %F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-6 -12 oc puffins, except end BOT CHORD 4 X 2 SPF No.2 verticals. WEBS 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3= 204 /Mechanical, 4= 141/0 -3-8 (min. 0 -1 -8) FORCES (Ib) - Maxmum Compression /Maximum Tension TOP CHORD' 1-4 =- 128/0, 2 -3 =- 191/0, 1- 5 =0/0, 2 -5 =0/0 BOT CHORD 3 -4=0/0 WEBS 2- 4 = -0/0 NOTES 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11 1 and R802.10.2 and referenced standard ANSI/TPI 1 3) "Semi -rigid pitchbreaks including heels" Member end flety model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 Ib down at 1 -0-0 on top chord. The design /selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 3-4=-20, 1 -2= -100 Concentrated Loads (Ib) Vert: 5=- 188(F) • Job ,'Truss Truss Type Qty Ply VILLAGE HILL - LOT 2 MA 2ND FLOOR 401 FLOOR ' 1 1 __ _ Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros _ - _ - 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:07 2011 Page 1 ID:eEbymvW KQ9wQHyShTWQUXgzJ0VS- hAsQ8LJ97D0Fmtm4GczZQw2OLzCJ_1j 1 Ejf8knzFlss 0-1-8 H 2 -0 -8 1.5 -12 1-4-12 H 2 -- - - - -- - 1 I - - H Scale =1:27.5 2x4 " 1.5x3 = 4x12 = 2x4 1 4x4 = 2x4 II 4x12 = 3x4 II 1 2 3 44 54x6= 6 7 8 15 0.44 —.- 14 13 12 11 10 9 4x8 -- 4x12 = 302 MT18H FP -` 3x4 I I 5x14 4x10 = 2x4 SP= 2x4 I1 072 9 -1.12 10-9 -8 16-0-8 0 -248 8 -11-4 1 -7 -12 5-3-0 Plate Offsets (X,Y): [4:0- 1- 8,Edge], [9:Edge,0 -1 -8], [12:0- 1- 8,Edge], [15:Edge,0 -1 -8) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.30 11 >642 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) - 0.5211 -12 >364 360 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 60 Ib FT = 20%F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins, except end verticals. BOT CHORD 4 X 2 SPF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 4 X 2 SPF No.2 REACTIONS (Ib /size) 15= 1029/0 -5 -8 (min. 0 -1 -8), 9= 1064 /Mechanical FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 15 -16 =- 105/0, 1 -16 =- 105/0, 8 -9 =- 106/0, 1- 2 = -7/0, 2 -3= -4350/0, 3-4 =- 4350/0, 4 -5 =- 5024/0, 5-6 =- 4524/0, 6 -7 =- 4524/0, 7 -8 =0 /0 BOT CHORD 14- 15= 0/2643, 13- 14= 0/5024, 12- 13= 0/5024, 11- 12= 0/5024, 10- 11= 0/5024, 9- 10= 0/2737 WEBS 2 -15 =- 2778/0, 2 -14= 0/1804, 3 -14 =- 247/0, 4 -14 =- 727/0, 7 -9 =- 2885/0, 4 -12 =- 41/46, 5 -11 =- 38/60, 6 -10 =- 232/0, 7 -10= 0/1997, 5 -10= -865/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 13 = 11% 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 Ib down at 9 -1 -12 on top chord. The design /selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9-15=-20, 1-8=-100 , Concentrated Loads (Ib) Vert: 5=- 204(F) I !Job ' Truss Truss Type Qty Ply 7VILLAGE HILL - LOT 2,MA 2ND FLOOR 009 i FLOOR 11 1 j _t _ Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 $ Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:07 2011 Page 1 ID: eEbymvWKQ9wOHyShTWQUXgzJOVS- hAsQ8LJ97DOFmtm4GczZQ 26PzJB_951Ejf8knzFl 1-5-4 1 3x3 II 3x3 -- 3x3 I'. Scale =1:7.5 4 NA WI / `V W2 W1 WI 4 5 �� a 3x6 = 3x6 -- 3-4-8 _ _ H LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) 0.00 5 "" 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.05 4 -5 >803 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 15 Ib FT = 20 %F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4X2 SPF No.2 REACTIONS (lb/size) 5= 188/0 -3-8 (min. 0 -1 -8), 4 =188 /Mechanical FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -5= -60/0, 3- 4= -60/0, 1- 2 =0/0, 2 -3 =0/0 BOT CHORD 4 -5 =0/172 WEBS 2 -5 =- 197/0, 2-4= -197/0 NOTES 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type - ' Qty I Ply j VILLAGE HILL - LOT 2 MA 2ND FLOOR 008 GABLE 1 1 _ ,Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:06 2011 Page 1 ID:eEbymvW KQ9wQHyShTW QUXqzJOVS- D_IDc01XMvuOBjBujvSKui WyaZ ?eFiOt ?3vaCLzFIst 0.1.8 Scale = 1:24.9 3x3 I 1 2 3 4 5 6 7 8 9 10 11 12 4 Hu-, n- � - T 'T T7 T1 i. . ■ 7 • ■ 7 • mod- ■ 7 • 24 23 22 21 20 19 18 17 16 15 14 13 3x3 - 3x3 218 1-4-0 2 -8-0 4-0 -0 5-4-0 6-8-0 8 -0-0 9.4-0 _ _ 10 -8-0 l ___ 12-0 -0 _ , 13-4-0 1 14-8-0 8-2-8 1.1 S 1-4-0 1-4-0 1 4 0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /defl 1Jd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a - n/a 999 1 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code 1RC2009/TPI2007 L (Matrix) Weight 45 Ib FT = 20%F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc pudins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 4 X 2 SPF No.2 OTHERS 4 X 2 SPF No.2 REACTIONS (Ib /size) 24= 62/14 -5-8 (min. 0 -1-8), 13= 68/14 -5 -8 (min. 0 -1 -8), 23=156114-5-8 (min. 0 -1 -8), 22= 161/14 -5 -8 (min. 0 -1 -8), 21= 160/14 -5 -8 (min. 0 -1 -8), 20= 160/14 -5 -8 (min. 0 -1 -8), 19= 160/14 -5 -8 (min. 0 -1-8), 18= 160/14 -5 -8 (min. 0 -1 -8), 17= 160/14 -5-8 (min. 0 -1 -8), 16= 160/14 -5-8 (min. 0 -1 -8), 15= 161/14 -5-8 (min. 0 -1-8), 14= 156/14 -5-8 (min. 0 -1-8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 24- 25= -52/0, 1 -25= -51/0, 12- 13= -57/0, 1 -2= -13/0, 2 -3= -13/0, 3-4= -13/0. 4 -5= -13/0, 5-6= -13/0, 6 -7= -13/0, 7 -8= -13/0, 8 -9= -13/0, 9 -10= -13/0, 10- 11= -13/0, 11- 12 = -13/0 BOT CHORD 23 -24 =0/13, 22 -23 =0/13, 21 -22 =0/13, 20 -21 =0/13, 19 -20 =0/13, 18 -19 =0/13, 17 -18 =0/13, 16 -17 =0/13, 15 -16 =0/13, 14 -15 =0/13, 13 -14 =0/13 WEBS 2 -23 =- 130/0, 3 -22 =- 134/0, 4 -21 =- 133/0, 5 -20 =- 133/0, 6 -19 =- 133/0, 7 -18 =- 133/0, 8 -17 =- 133/0, 9 -16 =- 133/0, 10- 15=- 134/0, 11- 14= -130/0 NOTES 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Non Standard bearing condition. Review required. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job -- - [Truss 7Truss Type I Qty I Ply 7 VILLAGE HILL - LOT 2 , MA 2ND FLOOR 007A FLOOR 4 1 Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros _ - 7.2 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:06 2011 Pagel' ID:eEbymvWKQ9 OHyShTWQUXgzJOVS-D_ I2x01XMvuOBjBujvSKuiWrnZq _FcPt ?3vaCLzFls 0 -1 -8 H 2-6-0 1-6 1-4-0 0 -10 -0 _.._ -_— __ 1 I 1 Scale = 1:24.9.: • 1x3 it 1x3 = 3x10 = 1x3 I l 3x3 = 1x3 1 3x10 = 1x3 I I 1 2 3 4 5 3x3 6 7 81x3= \ / -Ya - -_ \ PI /_. - i � ` T^R� 160 '` 14 111 13 12 11 10 3x10 = 1x3 I I 1x3 I I 3x10 = 3x8 = 3x8 = 0 2 14-8-0 O 2 -8 14-5-8 - LOADING (psf) SPACING 2 - - CSI DEFL in (loc) Udefl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.23 • 12 >744 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.41 13 -14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 I Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 , (Matrix) I Weight 55 Ib FT = 20%F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc pudins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4X2 SPF No.2 REACTIONS (Ib /size) 14= 859/0 -5-8 (min. 0 -1 -8), 9= 859/0 -3 -8 (min. 0 -1 -8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 14 -15 =- 104/0, 1 -15 =- 104/0, 9 -16 =- 103/0, 8 -16 =- 103/0, 1- 2 = -7/0, 2 -3 =- 3358/0, 3-4 =- 3358/0, 4 -5 =- 3508/0, 5-6 =- 3348/0, 6 -7 =- 3348/0, 7- 8 = -7/0 BOT CHORD 13- 14= 0/2142, 12- 13= 0/3508, 11- 12= 0/3508, 10- 11= 0/3508, 9- 10= 0/2144 WEBS 2 -14 =- 2250/0, 7 -9 =- 2252/0, 2 -13= 0/1285, 3 -13 =- 244/0, 7 -10= 0/1272, 6 -10 =- 223/54, 4 -13 =- 464/154, 5 -10 =- 495/156, 4 -12 =- 114/59, 5 -11 =- 119/105 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11 1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard • Job I Truss Truss Type Qty Ply VILLAGE HILL - LOT 2 , MA 2ND FLOOR '007 FLOOR 8 1 1 j Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:05 2011 Page 1 ID:eEbymvW KQ9wCHyShTW QUXgzJOVS- InkgjglvbcmXXZch9Bw5LVzh4AUIW97kmQA1 guzFlsl4 0-1-8 • 2-6-0 1 -6-0 1-4-0 0 -10-0 H H H — 1 Scale =124.9 • 1x3 1x3 = 3x10 = 1x3 3x3 -- 1x3 ", 3x10 = 3x3 I I 1 1 3 4 53x3= 6 7 8 r. , O 0 • l ' __!•1■Mi .1 • MI 14 13 12 11 10 PI 3x10 = 1x3 I! 1x3 I I 3x10 = 3x8 = 3x8 = 072-p 14 8-0 — - ( -2-8 14-5 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.23 12 >744 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.41 13 -14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) i Weight: 55 Ib FT = 20%F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SPF No.2 REACTIONS (Ib /size) 14= 859/0 -5-8 (min. 0 -1 -8), 9= 865/0 -3 -8 (min. 0 -1 -8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 14 -15 =- 104/0, 1 -15 =- 104/0, 8 -9 =- 105/0, 1- 2 = -7/0, 2 -3 =- 3358/0, 3-4 =- 3358/0, 4 -5 =- 3508/0, 5 -6 =- 3347/0, 6 -7 =- 3347/0, 7 -8 =0 /0 BOT CHORD 13- 14= 0/2142, 12- 13= 0/3508, 11- 12= 0/3508, 10- 11= 0/3508, 9- 10= 0/2147 WEBS 2 -14 =- 2250/0, 7 -9 =- 2263/0, 2 -13= 0/1285, 3 -13 =- 244/0, 7 -10= 0/1268, 6 -10 =- 221/54, 4 -13 =- 464/154, 5 -10 =- 496/154, 4 -12 =- 114/59, 5 -11 =- 119/105 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job - -. _- -._- Truss -_. - -- -.. - -- Truss Type -_._ -- - -.- Qty - -_ Ply �., VI -- - LLAGE HILL -LOT 2 , MA - - !2ND FLOOR 006 ' '.GABLE 11 I 1 i y I __ Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:05 Page 1 _ ID:eEbymvW KQ9w QHyShTWQUXgzJOVS- InkgjglvbcmXXZch9Bw5LVzncAfNW FIkmQA1 guzFlsu 0,1x8 Scale: 1/2"=1' 1 30 II 1 2 3 4 5 6 7 8 9 10 11 12 rr Jlryr�I�� l 1 - T 'T T1 Tr 6T1 'T lir ittl 9 24 23 22 21 20 19 18 17 16 15 14 13 3x3 = 3x3 II (-g 2, 1-4-0 2 -8 -0 4-0-0 5-4-0 6-8-0 8- 0 -0 -0 ___ - 9-4-0 10-8-0 12-0-0 13-4 -0 _ 14-2-8 218 1 -1-8 + 1-4-0 1-4-0 1-4-0 1.4 0 14-0 1-4-0 14-0 1-40 I 14-0 I 0 -10-8 H LOADING (psf) SPACING 2 -0 -0 . CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 ; Rep Stress lncr NO WB 0.02 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 I Code IRC2009/TPI2007 (Matrix) Weight 44 Ib FT = 20 %F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SPF No.2 OTHERS 4 X 2 SPF No.2 REACTIONS (Ib /size) 24= 58/14 - (min. 0 -1 -8), 13= 38/14 -0-0 (min. 0 -1-8), 23= 161/14 -0 -0 (min. 0 -1 -8), 22= 160/14 -0-0 (min. 0 -1 -8), 21= 160/14 -0-0 (min. 0 -1-8), 20= 160/14 -0-0 (min. 0 -1 -8), 19= 160/14 -0-0 (min. 0 -1-8), 18= 160/14 -0-0 (min. 0 -1 -8), 17= 160/14 -0-0 (min. 0 -1-8), 16= 158/14 -0 -0 (min. 0 -1 -8), 15= 166/14 -0 -0 (min. 0 -1 -8), 14= 127/14 -0 -0 (min. 0-1-8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 24- 25= -49/0, 1 -25= -49/0, 12 -13= -29/0, 1- 2 =-8/0, 2- 3 =-8/0, 3- 4 = -8/0, 4- 5 = -8/0, 5- 6 = -8/0. 6- 7 =-8/0, 7- 8 = -8 /0. 8- 9 = -8/0, 9- 10 = -8/0, 10- 11 = -8/0, 11- 12 = -8/0 BOT CHORD 23- 24 =0/8, 22- 23 =0/8, 21- 22 =0/8, 20- 21 =0/8, 19- 20 =0/8, 18- 19 =0/8, 17- 18 =0/8, 16- 17 =0/8, 15- 16 =0/8, 14- 15 =0/8, 13- 14 =0/8 WEBS 2 -23 =- 132/0, 3 -22 =- 134/0, 4 -21 =- 133/0, 5 -20 =- 133/0, 6 -19 =- 133/0, 7 -18 =- 133/0, 8 -17 =- 134/0, 9 -16 =- 132/0, 10 -15 =- 138/0, 11- 14= -109/0 NOTES 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Non Standard bearing condition. Review required. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard • • !Job _ - Truss Truss Type Qty Ply VILLAGE HILL - LOT 2 , MA 2ND FLOOR 005 ' GABLE 1 1 1 , I Job Reference (optional) ._ RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:04 2011 Page 1 ID:eEbymvW KQ9wQHyShTWQUXgzJOVS -HbBIW KHHq IegvQ1 VbUPsoHQcwmJ8noXaXmQU8SzFlsv 018 0j8 Scala =1:17.6, 11x3 II 21x3 II 3153 II 41x3 II 51x3 'I 61x3 71x3 II 61x3 II 4 17 1x3- i T oT STI 1 4 3 „, 153 ' o l 16 15 14 13 12 11 10 9 353 = 153 II 153 , 153 1I 1x3 II 153 II 1x3 II 353 = -2 -2-� 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 _ 8-0-0 9 -3-8 0-2-8 1 -1 -8 1,4-0 1-4-0 1.4-0 1-4-0 1 1-3-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 i Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 i Code IRC2009/TPI2007 (Matrix) Weight 29 Ib FT = 20%F, 11 % E LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puriins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 4 X 2 SPF No.2 OTHERS 4 X 2 SPF No.2 REACTIONS (Ib /size) 16= 62/9 -1-0 (min. 0-1-8), 9= 60/9 -1 -0 (min. 0 -1 -8), 15= 156/9 -1 -0 (min. 0 -1 -8), 14= 161/9 -1 -0 (min. 0-1-8), 13= 160/9 -1-0 (min. 0 -1 -8), 12= 160/9 -1-0 (min. 0 -1-8), 11= 162/9 -1 -0 (min. 0 -1-8), 10= 152/9 -1-0 (min. 0 -1-8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 16- 17= -52/0, 1 -17= -50/0, 9 -18= -49/0, 8 -18= -48/0, 1 -2= -13/0, 2 -3= -13/0, 3-4= -13/0, 4 -5= -13/0, 5-6= -13/0, 6 -7= -13/0, 7 -8= -13/0 1 BOT CHORD 15 -16 =0/13, 14 -15 =0/13, 13 -14 =0/13, 12 -13 =0/13, 11 -12 =0/13, 10 -11 =0/13, 9 -10 =0/13 WEBS 2 -15 =- 130/0, 3 -14 =- 134/0, 4 -13 =- 133/0, 5 -12 =- 133/0, 6 -11 =- 135/0, 7 -10= -127/0 NOTES 1) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 2) Gable studs spaced at 1 -4-0 oc. 3) Non Standard bearing condition. Review required. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard II Job !Truss Truss Type Qty !Ply ' VILLAGE HILL LOT 2 , MA 2ND FLOOR 004A FLOOR 1 1 _ — _ .Job Reference (optional) RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:04 2011 Page 1 ID:eEbymvW KQ9wOHySh1WQUXgzJOVS -HbBIW KHHgIegvQ1 VbUPsoHQY7mArnhCaXmQUBSzFIsv 0-1-8 H F - 2-6-0 2-0-8 O Scale = 1:17.8 4x8 = 11x3 I I 23.6 31x3 I I 4 51x3 I I 4 10 1x3 ________,0----;__—_-- � / 14-0 -._ 1x3 9 it___ 0 9 , 8 7 IF 6x12 = 3x6 1I 6x8 = 3x6 .14 ---- -2 — — —_ 9-3-8 9-1-0 Plate Offsets (X,Y): [4:0- 1- 8,Edge], [10:0- 1- 8,0- 0 -12), (11:0-1-8,0-0-121 LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.17 7 -8 >636 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.29 7 -8 >369 360 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 44 Ib FT = 20 %F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SPF 2400F 2.OE BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SPF No.2 REACTIONS (Ib /size) 9= 539/0 -5-8 (min. 0 -1 -8), 6= 533/0 -3-8 (min. 0 -1 -8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 9 -10 =- 105/0, 1 -10 =- 105/0, 6 -11 =- 140/0, 5 -11 =- 139/0, 1- 2 =0/0, 2 -3 =- 1633/0, 3-4 =- 1633/0, 4 -5= -11/0 BOT CHORD 8- 9= 0/1361, 7-8 =0/11, 6 -7 =0/11 . WEBS 2 -9 =- 1408/0, 2-8= 0/286, 3 -8 =- 310/0, 4-8= 0/1732, 4 -7 =- 668/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VILLAGE HILL - LOT 2 , MA ' 2ND FLOOR 004 FLOOR 1 3 1 i Job Reference (optional) - -- -._ - -- -- -_._.- Page 1 RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10: 10:40:04 2011 Page 1 ID:eEbymvW KQ9wQHyShTWQUXgzJ0VS -HbBIW KHHq IegvQ1 VbUPsoHQY7mArnhCaXmQU8S7FIsv, 0-1-8 2-6-0 2 -0-8 - H 8 • Scale =1:17.8 4x8 = 1 1x3 II 23x6 = 31x3 L 4 51x3 I I li -T-7— T 1 ifi 9 10 1x3= "" `�_ - - I " 1d -0 1x3 11 4 --� �� % _ % - _IL TT 9 101, Ill 8 6x12 = 3x6 I I 6x8 = 3x6 I I • 2 938 _2 9-1-0 1 Plate Offsets (X,Y): 14 0 -1 -8 Edge], 110:0-1-8,0-0-121,111:0-1-8,0-0-121 LOADING (psf) SPACING 2 -0-0 i 1 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.17 7 -8 >636 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.29 7 -8 >369 360 • BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.00 6 n/a n/a I BCDL 10.0 Code IRC20091TP12007 1 (Matrix) Weight 44 Ib FT = 20 %F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. • WEBS 4 X 2 SPF No.2 REACTIONS (Ib /size) 9= 539/0 -5 -8 (min. 0 -1 -8), 6= 533/0 -5 -8 (min. 0 -1 -8) I FORCES (Ib) - Maximum Compression /Maximum Tension • TOP CHORD 9 -10 =- 105/0, 1 -10 =- 105/0, 6 -11 =- 140/0, 5 -11 =- 139/0, 1- 2 =0/0, 2 -3 =- 1633/0, 3-4 =- 1633/0, 4 -5= -11/0 BOT CHORD 8- 9= 0/1361, 7-8= 0/11, 6 -7 =0/11 WEBS 2- 9=- 1408/0, 2-8= 0/286, 3 -8 =- 310/0, 4- 8= 0/1732, 4- 7= -668/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI • 1. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • • 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to • walls at their outer ends or restrained by other means. • LOAD CASE(S) Standard • • • • • Job _ -- Truss Truss Type I Qty Ply TVILLAGE HILL - LOT 2 , MA I 2ND FLOOR 003 FLOOR 7 1 Job Reference (optional RELIABLE TRUSS CO., NEW BEDFORD MA, 02745, Jeffrey Medeiros ■ 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed May 18 10:40:02 2011 Page 1 ID:eEbymvW KQ9wC)HyShT WQUXgzJOVS- LC3X5eF01hOyg6t7U3NOjsLBMyUiJncH4SxN3azFls 0 -1 -8 2 -6-0 2 -0-8 1-4-0 1-8-0 Scale = 1:27.5 I 2x4 1.5x3 = 3x12 = 2x4 4x4 = 2x4 3x12 3x4 I I 1 2 3 4 5 4x4 = 6 7 8 • 15 ' 14 13 12 11 10 4x8 = 3x6 FP - =- 3x12 == 2x4 I 2x4 I 3x12 = 4x8 =. 0 -2-8 16-0 -8 0 -2 -8 15-10-0 Plate Offsets (X,Y): [4:0- 1- 8,Edge], [5:0- 1- 8,Edge], [9:Edge,0 -1-81, [11:0-1-8,0-0-01, [12:0- 1- 8,Edge], [15:Edge,0 -1 -8], [16:0- 1- 8,0 -0-10] _. LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.29 12 >653 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.51 11 -12 >372 360 BCLL 0.0 Rep Stress 'nor YES WB 0.49 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 59 Ib FT = 20%F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puriins, except end verticals. BOT CHORD 4 X 2 SPF 2100F 1.8E `Except` BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. B1: 4 X 2 SPF 1650F 1.5E WEBS 4 X 2 SPF No.2 REACTIONS (Ib /size) 9= 947/0 -3-8 (min. 0 -1 -8), 15= 941/0 -5 -8 (min. 0 -1-8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 15 -16 =- 105/0, 1 -16 =- 105/0, 8 -9 =- 106 /0, 1- 2 = -7/0, 2 -3 =- 3853/0, 3-4 =- 3853/0, 4 -5 =- 4229/0, 5-6 =- 3832/0, 6 -7 =- 3832/0, 7 -8 =0 /0 BOT CHORD 14- 15= 0/2385, 13- 14= 0/2385, 12- 13= 0/4229, 11- 12= 0/4229, 10- 11= 0/4229, 9- 10= 0/2389 WEBS 2 -15 =- 2506/0, 7 -9 =- 2518/0, 2 -13= 0/1551, 3 -13 =- 265/0, 7 -10= 0/1525, 6 -10 =- 241/9, 4 -13 =- 709/53, 5 -10 =- 727/35, 4 -12 =- 107/96. 5 -11 =- 93/128 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131' X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard I Wright Builders, Inc. I 48 Bates Street Northampton, Ma 01060 Date 5/18/2011 IJob No. 08 -916 Attention: (413) 586 -8287 Re: Avakian / Ayres Residence Fax (413) 587 - 9276 33 Olander t r$ Northampton, MA To: Chuck Miller Assistant Bldg Commissioner Northampton Bldg Dept We are Sending You F Attached r Under Separate Cover via The Following Items: ✓ Shop Drawings r Prints r Plans r Samples r Specifications ✓ Copy of Letter r Change Order Copies Date No. Description 1 5/18/11 1st Floor, 2nd Floor and Roof Layout & Truss Drawings These are Transmitted as checked below: • For approval r Approved as submitted r Resubmit _copies for approval r For your use r Approved as noted r Submit copies for distribution 1' As Requested r Returned for corrections r Return corrected prints r For review and comment r FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau May 23, 2011 Wright Builders Inc. 48 Bates Street Northampton, MA 01060 Subject Property: 33 Olander Drive Northampton, MA 01060 Mr. Buzzell, The plans for the Single Family Residential addition dated 3- 7 &9 -11 have been approved as noted; 1. Structure conforms to 780 CMR 7 addition 1 and 2 family building codes. 2. Energy aspects must comply with 2009 IECC prescriptive and mandatory requirements or an appropriate HERS rating. Northampton has the stretch energy code. (appendix 120AA) 3. Deck ledgers must be bolted through the foundation. 4. Locate the 1 fl smoke and CO at the bottom of the stairs. 5. Please have Mike rerun the main carrying beam again it seems awful skimpy and I don't see the point loads from above indicated. 6. Manufactures requirements must be followed for all intake and exhaust locations (separation distances), watch the gas, electric and HRV. 7. HVAC contractor to revise heating calculations and equipment sizing. 8. HVAC must pull a separate sheet metal permit. (haven't seen Drew yet) Than Charles iller Assistant Commissioner of Buildings POWERS :SIR Duct System Summary Job: village Hill Date: May 13, 2011 H AC Entire Powers Air By: Phone: 413 - 369-0100 Email: powersair @comcast.net Project Information For: Wright Lot 2 i Heating Cooling External static pressure 0.01 in H2O 0.01 in H2O Pressure losses 0.07 in H2O 0.07 in H2O Available static pressure -0.1 in H2O -0.1 in H2O Supply / return available pressure -0.03 / -0.03 in H2O -0.03 / -0.03 in H2O Lowest friction rate -0.05 in /100ft -0.05 in /100ft Actual air flow 302 cfm 302 cfm Total effective length (TEL) 121 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk living h 1122 53 50 -0.05 0 8x 0 ShMt 76.0 45.0 dining c 984 39 44 -0.05 0 8x 0 ShMt 76.0 45.0 entry h 585 35 26 -0.05 0 8x 0 ShMt 76.0 45.0 kitchen h 591 28 26 -0.05 0 8x 0 ShMt 76.0 45.0 lay h 279 16 12 -0.05 0 8x 0 ShMt 76.0 45.0 master c 850 38 38 -0.05 0 8x 0 ShMt 76.0 45.0 bed 2 c 775 32 34 -0.05 0 8x 0 ShMt 76.0 45.0 bath c 602 18 27 -0.05 0 8x 0 ShMt 76.0 45.0 hall c 285 12 13 -0.05 0 8x 0 ShMt 76.0 45.0 bed 3 c 724 32 32 -0.05 0 8x 0 ShMt 76.0 45.0 Return Branch Detail Table Grill Htg CIg TEL Design Veloc Diam H x W Stud /Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 302 302 0 -0.05 0 0 8x 0 ShMt Bold /italic values have been manually overridden . 4 4 1.... w . 3h ( Po Right - Suite® Universal 7.1.23 RSU10010 2011-May-18 19:19:47 C:\ Users \Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 1 Level 1 is II living - 1 it 267 1 N- 39 master - 1 I:148 dining - F; I i 33 30 • • • • • • hall ' nt — -- - _ 28 I ` kitchen bath II av 12 II I ! 2 4 R 2 4 i '1 14 I I _ _ i tT 1 1 1 Job #: village Hill Powers Air Scale: 1 : 108 Performed for: Page 1 Wright Lot 2 Right- Suite® Universal 7.1.23 RSU10010 Phone: 413- 369 -0100 2011- May -18 19:37:12 powersair @comcast.net ...Wrightsoft HVAC \Wright lot 2.rup FO W€:Rs AIR Right -J® Worksheet Job: village Hill HV Date: May 13, 2011 A Entire House Da: Powers Air Phone: 413 -369 -0100 Email: powersair @comcast.net 1 Room name bed 3 2 Exposed wall 25.0 ft 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 10.0 x 13.0 ft 5 Room area 130.0 ft' I 1 1 Ty Construction U -value Or I HTM I Area (ft') Load I Area I Load number (Btuh /ft' - °F (Btuh /f V) or perimeter (ft) (Btuh) or perimeter Heat I Cool I Gross I N /P /S Heat I Cool 1 Gross I N /P /S 1 Heat I Cool 1 6 V1J 15E19 -Ow-8 0.073 n 2.97 0.02 0 0 0 0 I—G 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 . W 15E19 -0w -8 0.073 e 2.78 0.00 117 101 295 0 —G 4A5 -2ov 0.470 e 34.31 26.55 16 0 549 425 11 D 11P0 0.290 e 21.17 6.96 0 0 0 0 V)/ 15E19 -0w -8 0.073 s 3.02 0.02 108 96 287 0 1 —G 4A5 -2ov 0.470 s 34.31 10.91 12 8 412 131 W 15E19 -0w -8 0.073 w 3.00 0.02 0 0 0 0 —G 4A5 -2ov 0.470 w 34.31 26.55 0 0 0 0 D 11P0 0.290 w 21.17 6.96 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 130 130 209 136 F 21A -32t 0.020 - 1.46 0.00 130 130 190 0 6 c) AED excursion n I I 1942 I ( 731 Envelope loss /gai 618 12 a) Infiltration 515 84 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances /other 0 Subtotal (lines 6 to 13) 2457 703 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2457 703 15 Duct loads 3% 3% 74 21 Airtaequi d ( m ) I I t 2531 7321 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +:. - t4.° w ri iyc,tt ft Rig ht-Su ite® U niv er sal 7.1.23RSU10010 2011-May-18 19:19:46 C:\ Users \Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 6 P(PATR \ 1 R Right -J® Worksheet Job: village Hill HVAC C Entire House Date: May 13, 2011 4 By: Powers Air Phone: 413 -369 -0100 Email: powersair @comcast.net 1 Room name bath hall 2 Exposed wall 17.0 ft 5.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 9.1 x 8.0 ft 8.0 x 12.0 ft 5 Room area 72.7 ft' 96.0 ft' i 1 1 Ty Construction U -value Or HTM Area ft' Load Area ft' Load y number (Btuh /ft' -'F (Btuh /ft) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool 1 Gross I N /P /S Heat I Cool I Gross I N /P /S Heat I Cool 1 6 V)/ 15E19-0w -8 0.073 n 2.97 0.02 0 0 0 0 0 0 0 0 I-G 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . W 15E19 -Ow -8 0.073 e 2.78 0.00 0 0 0 0 0 0 0 0 - 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 11 D 11P0 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 '41 15E19 -Ow -8 0.073 s 3.02 0.02 81 81 263 5 45 33 82 0 I-G 4A5 -2ov 0.470 s 34.31 10.91 0 0 0 0 12 8 412 131 15E19 -Ow-8 0.073 w 3.00 0.02 72 60 170 0 0 0 0 0 4A5 -2ov 0.470 w 34.31 26.55 12 0 412 319 0 0 0 0 11P0 0.290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 166 -44ad 0.022 - 1.61 1.04 72 72 116 75 96 96 154 100 F 21A -32t 0.020 - 1.46 0.00 72 72 105 0 96 96 140 0 1 6 c) AED excursion 1 1 128 10661 52 1 1 7881 2591 Envelope loss /gain 12 a) Infiltration 350 57 103 17 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) 1416 584 892 276 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1416 584 892 276 15 Duct loads 3% 3% 42 18 3% 3% 27 8 I I T d (cfm) I I I 1459 602 I I 918 28 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +_ -444- w ri0E+ 4.44'*- Right - Suite® U niversal 7.1 .23 RSU10010 2011- May -18 19:19:46 C: \Users\ Drew \ Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 5 POW11zS \i R Right -J® Worksheet Job: village Hill HV A Entire House D May 13, 2011 Powers Air y Phone: 413 -369 -0100 Email: powersair @comcast.net 1 Room name master bed 2 2 Exposed wall 31.0 ft 22.0 ft 3 Ceiling height 9.0 ft heaUcool 9.0 ft heat/cool 4 Room dimensions 12.0 x 15.0 ft 12.0 x 12.0 ft 5 Room area 180.0 ft' 144.0 ft' 1 1 1 1 1 i T Construction U -value Or HTM Area (ft' Load Area ft' Load y number (Btuh /ft' -'F (Btuh /ft') I or perimeter (ft) (Btuh) ( or perimeter (ft) I I (Btuh) Heat 1 Cool ( Gross I N /P /S Heat I Cool I Gross ( N /P /S I Heat I Cool 1 6 VjI 15E19 -Ow-8 0.073 n 2.97 0.02 135 119 354 0 ' 99 83 237 0 I-G 4A5 -2ov 0.470 n 34.31 8.88 16 0 549 142 16 0 549 142 . W 15E19 -0w -8 0.073 e 2.78 0.00 0 0 0 0 99 83 237 0 -G 4A5 -2ov 0.470 e 34.31 26.55 0 0 0 0 16 0 549 425 11 D 11P0 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 1./ G 15E19 -0w -8 0.073 s 3.02 0.02 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 15E19 -0w -8 0.073 w 3.00 0.02 144 132 404 2 0 0 0 0 4A5 -2ov 0.470 w 34.31 26.55 12 0 412 319 0 0 0 0 I D 11P0 0290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 180 180 289 188 144 144 731 150 F 21A -32t 0.020 - 1.46 0.00 180 180 263 0 144 144 210 0 6 I c) AED in I I I I I I 401 Envelo a loss /ga 2271 720 2013 678 12 a) Infiltration 639 105 453 74 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) 2910 825 2466 752 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2910 825 2466 752 15 Duct loads 3% 3% 87 25 3% 3% 74 23 1 Air required l (c m) I I 1 29381 8 381 I I 25 321 7341 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. .. ..rri rNtea*aal- Right- Suite® Universal 7.1.23 RSU10010 2011-May-18 19:19:46 C:\ Users \Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 4 pt mi. ‘1R Right -J® Worksheet Job: village Hill Date: May 13, 2011 HV Entire House Da: Powers Air Phone: 413 -369 -0100 Email: powersair @comcast.net 1 Room name kitchen lav 2 Exposed wall 22.0 ft 15.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 14.0 x 8.0 ft 9.0 x 6.0 ft 5 Room area 112.0 ft' 54.0 ft' i 1 1 1 1 1 Ty Construction U -value Or 1 HTM Area (f t') Load Area (ft') Load number (Btuh /ft' - °F (Btuh /f t') I or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) He I Cool Gross N /P /S Heat I Cool I Gross N /P /S I Heat I Cool 6 Vi✓ 15E19 -0w -8 0.073 n 2.97 0.02 0 0 0 0 0 0 0 0 I� 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . W 15E19 -Ow -8 0.073 e 2.78 0.00 72 60 170 0 0 0 0 0 -G 4A5 -2ov 0.470 e 34.31 26.55 12 0 412 319 0 0 0 0 11 D 11P0 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 14/ 15E19 -Ow -8 0.073 s 3.02 0.02 126 114 346 1 81 69 200 0 C 4A5 -2ov 0.470 s 34.31 10.91 12 8 412 131 12 8 412 131 15E19 -Ow -8 0.073 w 3.00 0.02 0 0 0 0 54 54 176 4 4A5 -2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 11P0 0.290 w 21.17 6.96 0 0 0 0 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 112 112 180 117 54 54 87 56 F 21A -32t 0.020 - 1.46 0.00 112 112 164 0 54 54 79 0 6 I c)nAED loss /gain I 16831 499 I I 9521 2201 12 a) Infiltration 453 74 309 51 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) 2136 574 1262 270 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2136 574 1262 270 15 Duct loads 3% 3% 64 17 3% 3 % 38 8 1 A irrequomdl(cdn) I I I 22001 591 I I 129 61 279 121 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,, , 44 s wrii <wri- Rig ht-Su ite® Universal 7.1.23 RSU10010 2011-May-18 19:19:46 , CN C: \Users\Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 3 P[, W 3 S S IR . Right -J® Worksheet Job: village Hill F A f < Entire House Date: May 13, 2011 *+ By: Powers Air Phone: 413 -369 -0100 Email: powersair @comcast.net 1 Room name dining entry 2 Exposed wall 30.0 ft 28.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 14.0 x 16.0 ft 16.0 x 12.0 ft 5 Room area 224.0 f t' 192.0 f t' 1 1 1 Ty Construction U -value Or HTM Area (ft') Load Area (f t') Load number (Btuh /ft' - °F I (Btuh /ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross I N /P /S Heat I Cool I Gross I N /P /S Heat I Cool 1 6 V7✓ 15E19 -0w -8 0.073 n 2.97 0.02 126 126 410 8 0 0 0 0 L-G 4A5 -2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . W 15E19 -0w -8 0.073 e 2.78 0.00 144 107 271 0 0 0 0 0 -G 4A5 -2ov 0.470 e 34.31 26.55 16 0 549 425 0 0 0 0 1 1 D 11P0 0.290 e 21.17 6.96 21 21 445 146 0 0 0 0 15E19 -0w -8 0.073 s 3.02 0.02 0 0 0 0 144 132 404 2 4A5 -2ov 0.470 s 34.31 10.91 0 0 0 0 12 8 412 131 15E19 -0w -8 0.073 w 3.00 0.02 0 0 0 0 108 87 239 0 4A5 -2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 D 11P0 0.290 w 21.17 6.96 0 0 0 0 21 21 445 146 C 16B -44ad 0.022 - 1.61 1.04 224 224 360 234 192 192 308 201 F 21A -32t 0.020 - 1.46 0.00 224 224 327 0 192 192 280 0 • • 6 c) AED excursion loss /gain 40 I I I 23611 8541 I 20891 4731 Envelope 12 a) Infiltration 618 101 577 95 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) 2979 955 2666 568 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2979 955 2666 568 15 Duct loads 3 % 3 % 89 29 29 3% 3% 80 17 T Air r equi ed l( cf ) I I I 3069 39 ! 944 I I 2746 5261 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrliyhtF c.ffr Right - Suite® Universal 7.1.23 RSU10010 2011-May-18 19:19:46 AC CAN C: \Users\Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 2 Pt)vVCRs 1.)R Right -J® Worksheet Job: village Hill Filv ' Entire House Date: May 13, 2011 By: Powers Air Phone: 413 -369 -0100 Email: powersairc@comcast.net 1 Room name Entire House living 2 Exposed wall 233.0 ft 38.0 ft 3 Ceiling height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 16.0 x 17.0 ft 5 Room area 1476.7 ft' 272.0 ft' ' 1 1 T Construction U -value Or HTM Area ft') Load Area ft' Load y number (Btuh /ft' - °F I (Btuh /ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool 1 Gross I N /P /S Heat I Cool Gross N /P /S Heat I Cool 6 Vr/ 15E19 -Ow -8 0.073 n 2.97 0.02 504 444 1320 8 144 116 319 0 I-G 4A5 -2ov 0.470 n 34.31 8.88 60 0 2059 533 28 0 961 249 15E19 -Ow -8 0.073 e 2.78 0.00 477 388 1077 0 45 37 104 0 4A5 -2ov 0.470 e 34.31 26.55 68 0 2333 1805 8 0 274 212 11 11P0 0.290 e 21.17 6.96 21 21 445 146 0 0 0 0 15E19 -Ow -8 0.073 s 3.02 0.02 585 525 1583 9 0 0 0 0 4A5 -2ov 0.470 s 34.31 10.91 60 77 2059 655 0 0 0 0 15E19 -0w -8 0.073 w 3.00 0.02 531 474 1423 9 153 141 434 3 4A5 -2ov 0.470 w 34.31 26.55 36 0 1235 956 12 0 412 319 D 11P0 0.290 w 21.17 6.96 21 21 445 146 0 0 0 0 C 16B -44ad 0.022 - 1.61 1.04 1476 1476 2370 1542 272 272 437 284 F 21A -32t 0.020 - 1.46 0.00 1476 1476 2155 0 272 272 397 0 1 6 c) nvelope AED excursion loss/gain 1 1 1 185031 58091 1 33371 961 E 12 a) Infiltration 4801 787 783 128 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) 23304 6597 4120 1090 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23304 6597 4120 1090 15 Duct loads 3% 3% 699 198 3% 3% 124 33 I I TAirrequiedl(�) I I I 24 3021 6302! I I 42441 1152 53 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wris .i?rrtolit- Right- Suite® Universal 7.1.23 RSU10010 2011-May-18 19:19:46 C: \Users\Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 1 POwi:Rs AED Assessment Job: village Hill Date: May 13, 2011 Entire House By: Powers Air Phone: 413- 369 -0100 Email: powersair @comcast.net Project Information For: Wright Lot 2 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/lb) 47.9 24.1 Dry bulb ( °F) -5 87 Infiltration: Dailyrange ( °F) - 19 ( M ) V't bulb (°F) - 71 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 50:0 �aoo- 4 4 8 000 -- zsm- -. N ZQD E a 1.20 10D TO— O 1 1 8 9 10 11 12 13 14 15 16 17 18 19 2) Hour of Day • Hourly / Average / AED limit Maximum hourly glazing load exceeds average by 14.0 %. House has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh Bold /italic values have been manually overridden wrrlyhtsof t - Right - Suite® U niversal 7.1.23 RSU10010 2011-May-18 19:19:45 ACAGIN C:\ Users\Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 1 POWERS AIR Project Summary Job: village Hill (�" 1 , Date: May 13, 2011 �- F Powers Air By: Phone: 413 -369 -0100 Email: powersair @comcast.net Pro - act Information For: Wright Lot 2 Notes: Desi • n Information Weather: Springfield Westover AFB, MA, US Winter Design Conditions Summer Design Conditions Outside db - °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 23304 Btuh Structure 6597 Btuh Ducts 699 Btuh Ducts 198 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24003 Btuh Use manufacturer's data n Rate /swing multiplier 0.92 Infiltration Equipment sensible Toad 6251 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 977 Btuh Ducts 50 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft 1477 1477 Equipment latent load 1027 Btuh Volume (ft 1477 1477 Air changes /hour 0.20 0.11 Equipment total load 7278 Btuh Equiv. AVF (cfm) 60 60 Req. total capacity at 0.30 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 96 AFUE Efficiency 0 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 302 cfm Actual air flow 302 cfm Air flow factor 0.013 cfm /Btuh Air flow factor 0.044 cfm /Btuh Static pressure 0.01 in H2O Static pressure 0.01 in H2O Space thermostat Load sensible heat ratio 0.87 Bold /italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - - wrigilt5pft Right - Suite® U niversal 7.1.23 RSU10010 2011- May- 1819:19:45 ACC . C:\ Users \Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 1 POWERS AIR Component Constructions Job: village Hill • Date: May 13, 2011 C Entire House By: Powers Air Phone: 413- 369 -0100 Email: powersair @comcast.net i Pro 'ect Information For: Wright Lot 2 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 VVet bulb (°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/t= -'F ft' -° FBtuh Btuhtft' Btuh Btuh /ft' Btuh Walls ,o33 15E19 -0w -8: Bg wall, heavy dry or light damp soil, r -19 core, 2 "x6" n 444 0.041 19.0 2.97 1320 0.02 8 metal int frm, plywood, wood framing wall, r -19 cav ins, 6" thk, 1/2" e 388 0.041 19.0 2.78 1077 0 0 gypsum board int fnsh s 525 0.041 19.0 3.02 1583 0.02 9 w 474 0.041 19.0 3.00 1423 0.02 9 all 1831 0.041 19.0 2.95 5403 0.01 26 Partitions (none) Windows `'' ` 4A5 -2ov: 2 glazing, clr low -e outr, argon gas, vnl frm mat, clr innr, 1/2" n 60 0.470 0 34.3 2059 8.88 533 gap, 1/4" thk; 50% drapes, medium; 50% outdoor insect screen; 1.6 ft e 68 0.470 0 34.3 2333 26.5 1805 overhang (4 ft window ht, 1.6 ft sep.) s 60 0.470 0 34.3 2059 10.9 655 w 36 0.470 0 34.3 1235 26.5 956 all 224 0.470 0 34.3 7685 17.6 3949 Doors o i 11 P0: Door, mtl pur core type e 21 0.290 10.5 21.2 445 6.96 146 w 21 0.290 10.5 21.2 445 6.96 146 all 42 0.290 10.5 21.2 889 6.96 292 Ceilings tf br L 16B -44ad: Attic ceiling, asphalt shingles roof mat, r -44 cell ins, 1/2" 1476 0.022 44.0 1.61 2370 1.04 1542 gypsum board int fnsh Floors 21A -32t: Bg floor, heavy dry or light damp soil, the flr fnsh C"' 0.020 , 0 1.46 2155 0 0 • • . w. ights -- Right - Suite® Universal 7.1.23 RSU10010 2011- May- 1819:19 :45 ACC C: \Users\Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 1 POWERS • \IR Building Analysis Job: village Hill , g Y Date: May 13, 2011 ` VAC Entire House By: Powers Air Phone: 413 -369 -0100 Email: powersair @comcast.net Pro Information For: Wright Lot 2 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 VVet bulb CF) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin • Component Btuh/ft Btuh % of load ... Walls 3.0 5403 22.5 Viral „ „moo„ Glazing 34.3 7685 32.0 Doors 21.2 889 3.7 Ceilings 1.6 2370 9.9 Floors 1.5 2155 9.0 Infiltration 20.6 4801 20.0 Ducts 699 2.9 Piping 0 0 Humidification 0 0 Giaz r Ventilation 0 0 Adjustments 0 Total 24003 100.0 Coolin • Component Btuh/ft Btuh % of load Ducts Walls 0.0 26 0.4 n.•.aton Glazing 17.6 3949 58.1 Doors 7.0 292 4.3 Ceilings 1.0 1542 22.7 Floors 0 0 0 Infiltration 3.4 787 11.6 Ducts 198 2.9 Ventilation 0 0 Gan Internal gains 0 0 Blower 0 0 Adjustments 0 — Total 6795 100.0 Latent Cooling Load = 1027 Btuh Overall U -value = 0.050 Btuh /ft - °F Data entries checked. Bold /italic values have been manually overridden anrtrisslst4t42rfrh Right - Suite® Universal 7.1.23RSU10010 2011- May - 1819:19:45 C: \Users \Drew\Documents \wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 1 Entire House d • 1477 24003 6795 302 302 Other equip Toads 0 0 Equip. @ 0.92 RSM 6251 Latent cooling 1027 TOTALS I 1477 I 24003 I 7278 I 302 I 302 Bold /italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ' C VWrlght5[ift Right- Suite® Universal 7.1 .23 RSU10010 2011- May -18 19:19:45 C:\ Users\Drew\Documents \Wrightsoft HVAC \truehart right.rup Calc = MJ8 Orientation = N Page 2 . , V -4)tis' C liA POWERS _SIR Load Short Form u L °' yob: village Hill Date: May 13, 2011 HVAC Entire House C /6 By: Powers Air Phone: 413 -369 -0100 Email: powersair @comcast.net Project Information For: Wright Lot 2 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 0 Daily range - M Inside humidity ( %) 50 50 Moisture difference (gr /Ib) 48 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 96 AFUE Efficiency 0 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 302 cfm Actual airflow 302 cfm Air flow factor 0.013 cfm /Btuh Air flow factor 0.044 cfm /Btuh Static pressure 0.01 in H2O Static pressure 0.01 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft (Btuh) (Btuh) (cfm) (cfm) living 272 4244 1122 53 50 dining 224 3069 984 39 44 entry 192 2746 585 35 26 kitchen 112 2200 591 28 26 lav 54 1299 279 16 12 master 180 2997 850 38 38 bed 2 144 2540 775 32 34 bath 73 1459 602 18 27 hall 96 918 285 12 13 bed 3 130 2531 724 32 32 Bold /italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr,ghtsoft Right- Suite® Universal 7.1.23 RSU10010 2011-May-18 19:19:45 C: \Users\Drew\Documents \wrightsoft HVAC \truehart right.rup Calc = MJB Orientation = N Page 1 QUICK ANALYSIS REPORT Date: May 20, 2011 Rating No.: 11 -058 Building Name: 33 Olander - Rating Org.: CET Owner's Name: Wright Builders Phone No.: Property: 33 Olander Dr Rater's Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright builders, inc. Weather Site: Northampton, MA Rating Type: Based On Plans File Name: 33 Olander (3 bedroom) PLANS.blg Rating Date: 5/20/11 Codes Programs IECC 2009 Performance: Passes EPA ENERGY STAR 2.0 Passes IECC 2006 Performance: Passes EPA ENERGY STAR 2.5 Passes IECC 2004 Performance: Passes EPA ENERGY STAR 3.0 Fails IECC 2003 Performance: Passes Tax Credit Passes IECC 2001 Performance: Passes HERS Index 57 IECC 2000 Performance: Passes IECC 1998 Performance: Passes ECC of NY Performance: Passes ECC of NV Performance: Passes MEC 1995 Performance: Passes MEC 1993 Performance: Passes MEC 1992 Performance: Passes ASHRAE 90.2 Performance: Passes REM /Rate - Residential Energy Analysis and Rating Software v12.91 This information does not constitute any warranty of energy cost or savings. © 1985-2010 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 2.5 HOME VERIFICATION SUMMARY Date: May 20, 2011 Rating No.: 11 -058 Property: 33 Olander Dr Rating Org.: CET Northampton, MA 01060 Rater's Name: Josy Raycroft Builder's Name: Wright builders, inc. Rater's ID: File Name: 33 Olander (3 bedroom) PLANS.blg Rating Date: 5/20/11 Building Information Ratings Conditioned Area (sq ft): 1647 HERS Index: 57 Conditioned Volume (cubic ft): 20126 HERS Index w/o PV: 57 Insulated Shell Area (sq ft): 4872 HERS Index Target (SAF Adjusted): 75 Number of Bedrooms: 3 HERS Index of Reference Design Home: 75 Housing Type: Single- family detached Size Adjustment Factor: 1.00 Foundation Type: Conditioned basement Building Shell Ceiling w /Attic: R60,CE16 ",4 -24 U =0.016 Window/Wall Ratio: 0.19 Vaulted Ceiling: None Window Type: U:0.29, SHGC:0.30 Above Grade Walls: R31,CE1 +hdf,dbl -16" U =0.033 Window U- Value: 0.290 Found. Walls (Cond): Superior 2 "rigd +R33 R =34.0 Window SHGC: 0.300 Found. Walls (Uncond): None Infiltration: Htg: 2.00 Clg: 2.00 ACHSO Frame Floors: None Measured Duct Leakage: 20.00 CFM25 Slab Floors: R1 OP,R1 OU,24W U =0.044 Leakage to Outside: 22.30 CFM Mechanical Systems Heating: Fuel -fired air distribution 8.0 kBtuh, '6.7 AFUE. Cooling: Air conditioner, 18.0 kBtuh, 14.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. Programmable Thermostat: Heat =Yes; Cool =Yes Ventilation System: Balanced: ERV, 46 cfm, 45.0 watts. Note: Where feature level varies in home, the dominant value is shown. 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. REM /Rate - Residential Energy Analysis and Rating Software v12.91 This information does not constitute any warranty of energy cost or savings. © 1985-2010 Architectural Energy Corporation, Boulder, Colorado. 1-4/.YrJ) 6 cE) NO Ag e (L , 1 51 dm o g QS 1 6s id )4 I / (ILA e 0 Building Elements Type U -Value Area Window U:0.29, SHGC:0.30 0.290 90.5 Window U:0.29, SHGC:0.30 0.290 42.1 Window U:0.29, SHGC:0.30 0.290 38.8 Window U:0.29, SHGC:0.30 ..„ 0,299_, 8.8 Door Fiberglass -w /brk 0.187 20.0 7 i t Door R5 steel insul 0.168 20.0 Door Fiberglass -w /brk 0.187 20.0 Basement Walls Wall Superior 2" rigd +R33 0.031 796.0 .2 a,.(5 7 . _ Wall Superior 2 "rigd +R33 0.031 176.0 L i ®6 REM /Rate - Residential Energy Analysis and Rating Software v12.91 © 1985 -2010 Architectural Energy Corporation, Boulder, Colorado. IF. r 1 2009 IECC OVERALL BUILDING UA COMPLIANCE Date: May 20, 2011 Rating No.: 11 -058 Building Name: 33 Olander - Rating Org.: CET Owner's Name: Wright Builders Phone No.: Property: 33 Olander Dr Raters Name: Josy Raycroft Address: Northampton, MA 01060 Rater's No.: Builder's Name: Wright builders, inc. r � Weather Site: Northampton, MA Rating Type: Based On Plans ,5 6 File Name: 33 Olander (3 bedroom) PLANS.blg Rating Date: 5/20/11 'gyp © 0l Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 26.3 14.4 Above -Grade Walls: 99.4 57.5. Windows and Doors: 144.3 113.0 Basement Walls: 52.1 30.5 Overall UA (Design must be lower): 322.0 215.4 Window U- Factor Check (per Section 402.5) Window U- Factor (Design must be lower): 0.480 0.290 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 33.1%. Building Elements Type U -Value Area Ceilings Roof R60,CE16 ",4 -24 0.016 869.0 I'3.1 Roof R40 attic hatch 0.024 6.0 .1 ` 1 44 Above -Grade Walls Wall R31,CE 1 +hdf,dbl -16" 0.033 1237.7 Wall R31,CE1 +hdf,dbl -16" 0.033 102.0 IF 4 3 Wall R31,CE 1 +hdf,dbl -16" „.Q3a 156.0 Joist rim /amb 0.036 102.0 Joist band /amb 0.036 102.0 Joist rim /garage 0.036 22.0 KG? aK Joist band /garage 0.036 22.0 Windows and Doors Window U:0.29, SHGC:0.30 0.290 63.3 Window U:0.29, SHGC:0.30 0.290 41.6 p, op ir g Window U:0.29, SHGC:0.30 0.290 52.5 / I f Window U:0.29, SHGC:0.30 0.290 14.8 REM /Rate - Residential Energy Analysis and Rating Software v12.91 This information does not constitute any warranty of energy cost or savings. © 1985-2010 Architectural Energy Corporation, Boulder, Colorado. Wright Builders, Inc. 0T n iANag L 1 J n � 48 Bates Street RE IVED UU Northampton, Ma 01060 Date 5/20/2011 'Job No. 08 -916 Wi C 3 20 " Attention: (413) 586 -8287 ; Re: Avakian / Ayres Residence Fax (413) 587 -9276 1, 33 Olander Dr ' • i NisPEcnor4 Northam •ton MA To: Chuck Miller Assistant Bldg Commissioner Northampton Bldg Dept We are Sending You iZ Attached E Under Separate Cover via The Following Items: ✓ Shop Drawings r Prints r Plans r Samples r Specifications ✓ Copy of Letter r Change Order r Copies Date No. Description 1 5/20/11 Energy Star Version Horne Verification Summary 1 5/20/11 2009 IECC Overall Building UA Compliance 1 5/20/11 Quick Analysis Report 1 5/13/11 Powers Air - HVAC - Load Short Form These are Transmitted as checked below: • For approval r Approved as submitted r Resubmit _copies for approval ✓ For your use r Approved as noted V Submit copies for distribution • As Requested E Returned for corrections r Return corrected prints ✓ For review and comment r FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau Northampton Fire Dept. Fees Job: Avakian /Ayres New House - Farmhouse Village Hill - Morningside (Lot #2) 33 Olander Drive (Map 38A, Lot 117) Northampton, MA 01060 Floor Squ. Ft. x 0.04 Fee Basement 846 x 0.04 $33.84 1st Floor 846 x 0.04 $33.84 2nd Floor 750 x 0.04 $30.00 Garage 533 x 0.04 $21.32 TOTAL: $119.00 Hardwired smoke, CO and heat detectors per Code in new house & garage. Building permit application pkg to be submitted to the Bldg Dept by 5/18/11. Wright Builders will drop $119 check directly to Asst. Chief Duane Nichols at Northampton Fire Dept by 5/18/11. cc: Louis Hasbrouck, Northampton Building Commissioner Asst. Chief Duane Nichols Prepared by Wright Builders, Inc. i 1_ , ra t , t ., 7, 1 _ E • • �C -, xis ,eC :IISL::3 , l �j iY, E -- ✓E� i .4ENi OF 3 C;ILDING INSP_°CTICNS ° g IN S P CTOR 212 Main Street. ` Municipal Buildin r ,� N or;��arnpton, Mass. 01060 �-� F Sc Fcotace c-%cunr: O P (� (� r lst c p cr a a O I ,-3. i :i 2nd _ _cor @ /30 5 -)-S......... • ........ ` ( 1/2 Floors, Attic, Garage, a..0 . ✓ 33 'l 164.4,0 t { Deck, Pcrches , i R f f i (' 'v I - f it `f - t J is • `�'� L M 3 (A 7l�o�' 1.� eti-Aftt eA-q. A ,‘„ 0 A,. ..t.. ,e1.1 1 1 . -, ..„,11. __ , 0 tit)7 fey in I --• , , i - g. tAt , -- • i , _ . • , _ 1 11-- (;(1/D. 6-- ebp1,141--r-- ____---- rey. .............. t 54ivt) . I . D 1 (-6,1f/ iblf C.) [ sr-4) 11- 168'$' _ _ . . i • i . • . . I SECTION 8 - CONSTRUCTION SERVICES , 8.1 Licensed Construction Supervisor: Not ,/--�� Not Applicable ❑ Name of License Holder : V' P soi T 1 ) , ` be v `�2' C Gti ti - t License Nu ber tt iv) f A 10 I Address Expiration ate 51 ° n-r2 Slnature Telephone 9. Re istered Home Imorovemen$ Contractor: Not Applicable ❑ 1 027/ 01 S) L Company Name Registration Num er y e iv P1)1 AN" 1° I ti Address _ r y'/ Ezpiratio Date .7 Telephone tit - ) v 2 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 k 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 I SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House 2 I Addition El Replacement Windows Alteration(s) ❑ Roofing ❑ c � Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding [0] Other [0] Brief Description of Proposed e 1 S∎ Ar Q _ w_ ' 1, _ M J / G /� , k_,,. Work: G �� '" 'tIA.J `CT9 (i [ h %�Cll� Alteration of existing bedroom Yes \( Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X 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: tA Number of Bathrooms 1 /L' c. Is there a garage attached? (16 /�IVbi�ll� d. Proposed Square footage of new construction. Dimensions 1 1l"2; IV x ' Co, t V( w /(b 4r e. Number of stories? �, �� �s Zv � f. Method of heating? e4k3 ' Fireplaces or Woodstoves Number of each —* g. Energy Conservation Compliance. (ie Masscheck Energy Compliance form attached? I b h. Type of construction B ttt `tO C' w 1. Is construction within 100 ft. of wetlands? Yes x No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade g t k. Will building conform to the Building and Zoning regulations? )( Yes No . I. Septic Tank City Sewer Private well City water Supply X SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT / I, IN 9 , "14.' t it t u/bG ` ^ / (14494- �V _ '� , as Owner of the subject property ' �/'�i� tit hereby authorize Y" f " (Tr ( to act on my behalf, i all matters relative to wor uthorized by this building permit application. a' tr/ if Signature of Owner Date I, / P i, �L i'f , as Owner ' uthorized GOB ereby declare that the statements and information on the foregoing application are true and accurate, to the best o y now edge and •e ief. Signed under the pains and enalties of perjury. C -k Uzi Flint Name ¥/zf/ .w / ‘- '1 — 7 37 7 el( Sigrature of Owner /Agent Date ��ovti b PtTO 6titti" wk5, i s.sir o fI ti gp- 2-0(1, og,o Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required . Zoning ""1 I This colu n to be filled in by Buildi : Department hi' ' 1 140 Mb `" r . Lot Size Frontage Setbacks Front Side L:. ._ m R: L: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking Spaces Fill: (volume & Location) .... . __ A. Has a Special Permit /Varia►ce /Finding ever been issued for /on the site? NO 0 DON'T NOW 0 YES 0 IF YES, date issued:i' IF YES: Was the permit ecorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and /or Document # B. Does the site con ain a brook, body of water or wetlands? NO 0 DON'T KNOW 0 YES 0 IF YES, has . permit been or need to be obtained from the Conservation Commission? Needs to ,e obtained l Obtained , Date Issued: C. Do any s• ns exist on the property? YES 0 NO 0 IF Y , describe size, type and location: D. Are ere any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 F YES, describe size, type and location: E. dl 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 0 NO 0 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. f • • es i ' i k'DOr art tetrit use t my 7tz� , iE .z CI of Northampton t atu s nt f el►ttrt � 4 "�` " Nd Building Department C Cutt nve ra �l e t � � t 444%+4'x}3 '* 4 4 444. 4 a� 4,44 � 010 I a 212 Main Street Sewer/SepticR a rhty y $t ilia t° tiw Room 100 WaterJ e► Avai►abtli r � 1 a u ,Sao # sr IONS , �tiM s ,, I. • hampton, MA 01060 Two S of tructural,Pla ' , 0 0 ns � , " 04 ,.. ' one 413- 587 -1240 Fax 413- 587 -1272 lo t#Srt e�Pl ans ' ' t � ( P x 3a�"" i, „rf o t k APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION V V d-, ► ” ` b,- " i iV Kt F b "' / V / (A-11 , BY/A, 1.1 Property Addres This section to be completed by office S 01.Af/" t 4- t . Map Lot Unit N b P-T' -t 6 r r b 1' M � r1 Zone Overlay District MA P /3 t iN / (1 119 Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: at I ci sihkR -I- two y RA-- r ST . vPt► e (Print) Current Mailing Address: c7' Telephone Signature 2.2 Authorized Agent: Oh 'U ube I-f / tea - 6u-o,e c, (ft 8A --sus sr: , i v b &- -4 N Name (Print) Current Mailing Address: ,.,' -7---Z/ Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only — completed by permit applicant 1. Building A /3 f l ail. .,-- (a) Building Permit Fee 2. Electrical (/ 3 Y( . ,.. (b) Estimated Total Cost of Y(2 Construction from (6) 3. Plumbing 1 r 9 Of ✓ Building Permit Fee 4. Mechanical (HVAC) * gca r-- 5. Fire Protection / 6. Total = (1 + 2 + 3 + 4 + 5) 4 / 6/! 9 /qJ r Check Number d 0ga- t .Ael # Vvf. This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2011 -0951 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116) PROPERTY LOCATION 33 OLANDER DR MAP 38A PARCEL 117 001 ZONE PV(100)/RR/ /FFR/SG a/SG b THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out j/7 L5 Fee Paid '7� �C Typeof Construction:_CONSTRUCT SFH W /ATT GARAGE 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 FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management t' n l elay ature of Bui ing Offic'.1 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. 33 OLANDER DR BP- 2011 -0951 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A - 117 CITY OF NORTHAMPTON Lot: -001 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- 2011 -0951 Project # JS- 2011- 001444 Est. Cost: $161949.00 Fee: $824.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 7927.92 Owner: WRIGHT BUILDERS Zoning: PV(100) /RR//FFR/SG a/SG b Applicant: WRIGHT BUILDERS AT: 33 OLANDER DR Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON:5/24/2011 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT SFH W /ATT GARAGE 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 5/24/2011 0:00:00 $824.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner OrJue_ lo S SEWER CONNECTION Zg - < INSPECTION REPORT Northampton Sewer Department 125 Locust St. Northampton, MA 01060 (413) 587 -1570 Date: 3/28/11 1 Engineering has taken ties to service Signature Type of Service: New X Renewal Repair Pipe: Size Material PRIVATE Location of Installation: 33 Olander Drive, Village Hill (Street and Number) P ermit Issued To: Wright Builders Contractor/Developer Installing Duffy Willard Paving, Florence MA Service Connection: Telephone No.: 586 -1477 The service connection at this location was inspected by the undersigned on (Date) at and approved by: (Time) Sewer Supervisor have instructed of that the installation can be backfilled. Measurements for all installation shall be listed on the back of this form. The information shall be attached to the permit on file at the Public Works Department office. \ \Smbl \admin\Permits \Sewer Entry\Permits 2011 Sewer \33 Olander Drive, Village Hill.doc • 4. The City shall not be held liable for any open plumbing fixtures below street level. 5. The applicant and/or owner hereby agrees to pay to the City any sewer use assessments or charges as may be established under city ordinance. DATE: 3/28/11 SIGNED: (Applicant) Wright Builders, Inc. 48 Bates Street, Northampton (Address of Applicant) 586 -8287 (Telephone No. of Applicant) $ 500.00 inspection fee paid Check No. 037220 Application approved and permit issued: kDATE: 31Z�� SIGNED: (Director of Public Wo s) Code of Ordinances Section 22 -41 through 22 -52 available upon request. Tie -in to sanitary main $200 Tie -in to sanitary service at street line $500.00 X Tie- in to storm drain $100.00 \ \Smb1 \admin\Permits \Sewer Entry\Permits 2011 Sewer \33 Olander Drive, Village Hill.doc Permit No. S16 -11 CITY OF NORTHAMPTON, 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, MASSACHUSETTS: The undersigned, being the Owner of the property (Owner, Owner's Agent) located at 33 Olander Drive, Village Hill , does hereby request a permit to install and (Number) (Street) connect a building sewer to serve the Residence at said location. (Residence, Commercial Bldg., etc.) 1. The applicant and/or owner shall furnish upon request of the Superintendent the estimated quantity and characteristics of waste 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 Duffy Willard ,of Florence, MA 01062 (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 provisions of the Code of Ordinances, City of Northampton, Massachusetts, Sections 22 -41 through 22 -52, and all other pertinent ordinances or regulations that may be adopted in the future. 2. To 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 sewer, but before any portion of the work is covered. \ \Smbl \admin\Permits \Sewer Entry\Permits 2011 Sewer \33 Olander Drive, Village Hill.doc / /I / a (m Vim/ L �� 6179 S K- 1 3zs)i i Peiniit No. W20 -11 WATER CONNECTION INSPECTION REPORT Northampton Sewer Department 237 Prospect Street Northampton, MA 01060 (413) 587 -1570 Date: 3/28/11 Type of Service: New X Renewal J Repair Pipe: Size . 8" Material DI Age: 2007 Water Entry Fee Paid: Yes X 1 No 1 j N/A Meter Size 3 /4" Fee Paid? Yes X No N/A Radio Read Fee: Paid? Yes Location of Installation: 33 Olander Drive, Village Hill (Street and Number) Permit Issued To: Wright Builders Contractor/Developer Installing Service Connection: Duffy Willard Paving, Florence, MA 01062 Telephone No.: 586 -1477 The service connection at this location was inspected by the undersigned on (Date) at and approved by (Time) Water Superintendent I have instructed of that the installation can be backfilled. Measurements for all installation shall be documented by the Water Department. The information shall be on file at the Public Works Department office. Permit No. W20 -11 CITY OF NORTHAMPTON, MA RESIDENTIAL OR COMMERCIAL BUILDING WATER ENTRY APPLICATION DATE: 3/28/11 /Applicant) Name of Applicant: Wright Builders Address of Applicant: 48 Bates Street, Northampton, MA Telephone #: 413 -586 -8287 $ 200.00 Entry fee paid Check No. 037221 $ 150.00 Meter fee paid Check No. 037221 $ 100.00 Radio Read Fee paid Check No. 037221 Application approved and permit issued: DATE: /Z9// SIGNED: ` /A (Director o Pub is V s) Fee Schedule: Water Entry Permit Fee: $200.00 X 5/8" Meter Fee $100.00 3 /4" Meter Fee $150.00 X 1" Meter Fee $200.00 Radio Read Fee: $100.00 X \ \Smbl \admin\Permits \Water Application \Water Permit 2011 \w20 -11 33 Olander Drive, Village Hill.doc r Permit No. W20 -11 CITY OF NORTHAMPTON, MA RESIDENTIAL OR COMMERCIAL BUILDING WATER ENTRY 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, MASSACHUSETTS: The undersigned, being the Owner of the property (Owner, Owner's Agent) located at 33 Olander Drive, Village , does hereby request a peiuiit to install and (Number) (Street) connect a 1" Water Service to the Residence at said location. (Size) (Residence, Commercial Bldg., etc.) 1. "Owner" shall mean the person holding title to the property served or to be served by the water service. 2. The person or firm who will perform the proposed work is Duffy Willard Paving of Florence, MA 01062 (Name) (Address) 3. Plans /sketch and specifications for the proposed water service shall be attached to pennit. In Consideration of the granting of this permit, the undersigned agrees: 1. The Water Department shall make all taps to the water main. 2. WATER ENTRY PERMIT FEE is $200.00. 3. Additional work performed by City forces from the water main to street line shall be paid at the prevailing labor rates and cost of material. Water Meters 5/8" $100.00 Water Meters 3 / 5, $150.00 X Radio Read $100.00 X Water Meters 1" $200.00 Water Meters 1.5" and above shall be purchased by the owners using city specs. 4. A fee of $100 for the Radio Read Fee with the purchase of a new meter. 5. The Water Superintendent shall be notified for water line inspection prior to backfill of trench. aUati ra, 1Lu.it..# 1/99 Planning - Decision City of Northampton Hearing No.: PLN -2008 -0025 Date: January 25, 2008 (2) The Project and site plan meet the requirements and standards set forth in this § 350 -20, or a waiver has been granted therefrom. No • waivers have been granted; and (3) Extraordinary adverse potential impacts of the Project on nearby properties have been adequately mitigated. The Board approved three separate house, garage, and driveway layouts for Lot 11. COULD NOT DEROGATE BECAUSE • FILING DEADLINE: MAILING DATE HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 12/25/2007 1/17/2008 5/8/2008 • REFERRALS IN DATE HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 1/10/2008 4/28/2008 1/24/2008 • 5/8/2008 2/14/2008 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: . DECISION DATE: 1/10/2008 1/24/2008 1/24/2008 1/25/2008 • SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 1/17/2008 7:25 PM 5/8/2008 5/8/2008 MEMBERS PRESENT: - VOTE: - ('� n • Katharine G. Baker votes to Grant D I U I En Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant JAN 2 5 2008 Francis Johnson votes to Grant George Kohout votes to Grant CITY CLERKS OFFICE . Keith Wilson votes to Grant NORTHAMPTON, MA 01060 Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Kenneth Jodrie JenniferDieringer 7 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning & Development. 1, 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 January 25, 2008. . l certi that a copy 1 ' o of ci�ion as been mailed to the Owner and Applicant. I 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 and as stipulated in MGL Chpt 40R 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. February 15, 2008 I, Wendy Mazza, City Clerk of Northampton, hereby certify that the above decision of the Northampton Planning Board was filed in the office of the City Clerk on January 25, 2008, that twenty days have elapsed since such filing and that no appeal has been filed in this matter Attest: 4 -z".14.4,01 Ili 44M City Clerk -Ci "y of NO"' ampton • ATTEST: HAMPSHIRE, OP / / _ �, . ll , Q TER MARIANNE L. DONOHUE GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. ir1 r Planning Decision 9 - City of Northampton Hearing No.: PLN -2008 -0025 Date: January 25, 2008 APPLICATION TYPE: SUBMISSION DATE: PB 40R Review 1/9/2008 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME: COMPANY NAME: Wright Builders HOSPITAL HILL DEVELOPMENT ADDRESS: ADDRESS: ADDRESS: • 48 Bates St c/o MassDevelopment 160 Federal Street TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: ' NORTHAMPTON MA 01060 BOSTON MA 02110 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 586 -8287 (413) 587 -9276 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: VILLAGE HILL RD PV /Smart Growth Overlay District TOWN: SECTION OF BYLAW: NORTHAMPTON MA 01060 350 -20: Smart Growth Overlay District MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 31C 017 001 Approved With Conditions. Book Page: 09282 121 NATURE OF PROPOSED WORK: Construction of 11 single family homes with attached garage. These lots will be created along a newly created street named Olander Drive. HARDSHIP: CONDITION OF APPROVAL: 1) Prior to issuance of a building permit, the following items must be addressed: a. Infiltration design behind the single family structures shall be approved by Department of Public Works to ensure that erosion down the embankment to the detention area will not occur. b. The applicant shall flag all trees for protection and those that will be removed. These trees will be reviewed by staff to ensure that appropriate protection measures are used to protect specimen trees. These specimen trees do not include the row of blue spruce behind lots 1, Z 3 etc. 2). Driveways shall ramp up to sidewalks as planned therefore preventing any street runoff from entering onto private property and preventing runoff from private property from flowing into the Olander Drive. 3).Sewer clean outs and water shutoffs will be required at the property line for each single family house in accordance with Department of Public Works requirements. FINDINGS: The Planning Board granted approval of the application based on the submissions within the application that address all the section in 350.20 and the following plans and documents: 1. Morningside at Village Hill dated 12 -21 -2007, Prepared by The Berkshire Design Group, Inc., Sheets L -1 through L -6, 2. Elevation Sheets prepared by Wright Builders, Inc. Last Revised date 12/17/07. Victorian West Elevation, North Elevation, Basic East Elevation, Basic South Elevation, West Elevation Victorian Lot 11, North Elevation Basic Victorian Lot 11, East Elevation Victorian Lot 11, South Elevation Victorian Lot 11, Craftsman West, North, East, South Elevations. (separate set of elevations for all sheets above submitted showing depth of step backs. 3). Memo and documentation submitted by Jeff Squire of The Berkshire Design Group, Inc. dated January 24, 2008 re: DPW /OPD review comments Eastview and Morningside. In accordance with approval criteria in section 350 - 20.14, the Planning Board found that the following criteria were met: (1) The applicant has submitted the required fees and information as set forth in the Plan Approval Authority's regulations section 350- 20; and __ GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. 1111(1111 1 W lI 1111111 HAMPSHIRE 200 a ee0 • Bk: 9394Pg: 201 Page: 1 of 3 REGISTRY OF DEEDS Recorded: 02/15/2008 09:44 AM DOCUMENT COVER SHEET For use with documents that do not meet For Registry Use Only document formatting standards. Information from original document takes precedence when indexing data into Registry system. THIS IS THE FIRST PAGE OF THIS DOCUMENT - DO NOT REMOVE PROPERTY ADDRESS: \I 1 ��-'� fh t 0 /I N ; ( DOCUMENT TYPE: 'L. N N iW 6' ' 1 C'i N NAME REFERENCE: Li xr _. 1 i E i I r '. tit7 � i'1 rf�k ci 1LLL It ^.�i� � _ . 3 �.,: /Y'=i 1 ca 231 [t MYL::1 f _ C E ? ?aT'd ;Vi OE 3C ILJ(NG INSP:CTiCNS _ ,ry -------------"==P:7.- � '212 xin ia 5tre T - Municipal Building f�l �c�{OR Nor thhanmton, Mass_ 01060 • t E • _c ar_ Footage ri._ct;nt ` a *exit @ :0 D p ! '7 ' / ' 7 .�-o 1St _ ^ccr @ , 5O O -7 ( p ! )-3 • -- f ate . X 33 - /O _ _ _ / o 1 1/z = lcars, At4? c. G zra e 4 � Dec Porches *07.-C 3 (7 b/ • t f 6 a- 1 ' fp& tarn . ., 3`f 'i /I if — TOTAL E Y 7217-7 r a . s Ly z ,- 1 OA, '3 fA 70-r It') . . 1 : • , ,•.: k i s c . .........., (1)..., .....--- I 1 - . . vtibAll 0 1 ,,,,,( 7 fell ,,,,, t ,. ... _ . , - , p/D. 6 ebkf ______!..!Y_ j (-6)e it--vIrC) I • $ -1/(, . ; j I 1 r SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: / `DL',, O� 1 �--�� w Not Applicabllee Name of License Holder: Y" r1 ( l ✓Ts (U����t U License Number � g 9 1 - • rib P t� x/ 13 Address s Expiration Date S*Ostute Telephone 9. Registered Home Improvement Contractor: ' Not Applicable ❑ s Company Name Registration Number f Tr s , (V ►- " "# /' /i+7 Addrelbs Expiration ate c Telephone S iTh — 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 build g permit. Signed Affidavit Attached Yes No ❑ 11 -Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature ,. t r SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House 4 Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [p Siding [C1] Other [O] Brief Description of Proposed t V �>� . a o iL eliki £. vg- �- 4414/ f- e Work: 7 R 1 _ 1" G vG Alteration of existing bedroom Yes x No Adding new bed m l es ` • ' No � Attached Narrative Renovating unfinished basement es V. No A _ � , I'' V V V Plans Attached Roll - Sheet .S 6a:If New house`and or addition` existing housing complete the following: a. Use of building : One Family X Two Family Other iti-Po 19 (ft b. Number of rooms in each family unit: Number of Bathrooms w /t(��. c. Is there a garage attached? Ci, (o re a,.`, O�� QQ AA�� ..nl S ` o v -k14_ A.P r 1 33 (NxST �/0 d. Proposed Square footage of new construction. Yt'�"� � D imensions e. Number of stories? /� f. Method of heating? er-A Fireplaces or Woodstoves * Number of each g. Energy Conservation Compliance. tte Masscheck Energy Compliance form attached? :' h. Type of construction 51e i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes x No � j. Depth of basement or cellar floor below finished grade O p k. Will building conform to the Building and Zoning regulations? 4 >c Yes No . I. Septic Tank City Sewer )( Private well City water Supply )( r SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Vv pi' cr}h a V i `(,oG r S 7 M /14 (A/0/1 , as Owner of the subject property /) I 11 I ,� V hereby authorize V' t `" 4 / � 11 ) "e to act on my behalf, in all matters relative to work author' ed by this building permit application. y /ai /< Signature of Owner Date I, ( f -1 - 1.1))/bew-e , as Owner ' uthorized Agen hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my now e•ge an belief. Signed under the pains and penalties of perjury. emu' ' ' A U ZZeU/ Print Nam q r // i Signature of Owner /Agent 444- Si G ate `/ 9 � t 1 v re go P.,. keAs,i pi .0 0 Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zonin. This column to be ti • in by Building Depa nt Lot Size Frontage Setbacks Front Side , L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking .aces Fi . olume & Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES te e It Avt . 0 IF YES, date issued: (CO et/ tkreto IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 16, IF YES: enter A Book u 1 Page 4-0 / and/or Document # 00603 oa 6 B. Does the site contain a brook, body of water or wetlands? NO *01 DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained (J Obtained (J , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO P 41110 IF YES, describe size, type and location: E. Will the construction activity disturb clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES " NO .40 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. S PM 0 errtg■ etNe-mri- 1-1A-c tret4.1 icseut-ND ku_ Pet•<f • fr sw er s.et--e-f'-ht- -to 14 e-eef kt) get-PitqW1 b-t-si '64u e-h-iito /V*4 tuei fr C - Oft bpvi) b tJ f ..UN M—h'& o 1 . �-. `—� - . Iiepartre ruse on City of Northampton Sta of Permi , Building Department Curb Cutl[rlveway Per ^� " APR 2 9 2011 212 Main Street ewer Sep t i v l blltty _ '� �� Room 100 VI/ r� i iti� tia � '� :::?4,;44,0,!,,,,,,,,i„:„-,..1 o EPTOFeu�owowsPECTION$ Northampton, MA 01060 €t tsof t ct t NORTHAMPTON. MA OOC p 'r � '�,P'^ � . , ', r n r n , I5�y 1 41 ,587 - 1240 Fax 413 587 - 127 2 PIot1SIterPlan .,, r , „ k Other, p lfy ,-, ' 7 , ', APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR D A A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION t/v / I E t/' i`"I' 1 1 - `E% ' D. / VI th {� This section to be completed by office 1.1 Property Address: 3 0 Ck � d�_ Map Lot Unit N 0 ( T Iv/ I Zone Overlay District M 4 ri 7 O k 1 ✓ o-r /19 Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: GU Pi 1 fie /fif ! tN ifs 8 A-,r� Sr. N 4 l Pn' Name (Print) Current Mailing Address 6 — 7) - 11 1 ...,„%.-c Telephone 0 r Signature 2.2 Authorized Agent: ,,,,„, e k2,16-14, Y K bA-rt-g* sr , ti 6 fill.r6v1A Pr* 0 Name (Print) Current Mailing Address: .--:-- d' 79 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only comp leted by permit applicant • 1. Building i 3 0 i l9 / . / (a) Building Permit Fee 2. Electrical (b) Ettal Construction stimaed To from Cost (6) of 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection V U 6. Total = (1 + 2 + 3 + 4 + 5) � 3 t 199- Check Number ...3 / S n/ � � This Section For Official Use Only Building Permit Number: I s g Issued: Signature: Building Commissioner /Inspector of Buildings Date J File # BP- 2011 -0886 t APPLICANT /CONTACT PERSON WRIGHT BUILDERS 1)P11P/' ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116) S,j— PROPERTY LOCATION 33 OLANDER DR MAP 38A PARCEL 117 001 ZONE PV(100)/RR//FFR/SG a/SG b THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out J �gla Or/2° Fee Paid Typeof Construction: CONSTRUCT SFH W /ATT GARAGE � ONLY 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 FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN 9 MATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management emolit' Delay Sign. e of Buildi g fficial 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. 33 OLANDER DR BP- 2011 -0886 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A - 117 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: FOUNDATION BUILDING PERMIT Permit # BP- 2011 -0886 Project # JS- 2011- 001444 Est. Cost: $38177.00 Fe.e: $170.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 7927.92 Owner: WRIGHT BUILDERS Zoning: PV(100)/RR//FFR/SG a/SG b Applicant: WRIGHT BUILDERS AT: 33 OLANDER DR Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON:5/9/2011 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT SFH W /ATT GARAGE - FOUNDATION ONLY 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 5/9/2011 0:00:00 $170.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner !, VILLAGE HILL -LOT2 NORTHAMPTON , MA 1 NOTES :- 54 -5 -0 1. ALL TRUSSES SPACED AT 24" FACE TO FACE UNLESS NOTED OTHERWISE. 24 -0 -0 16 -5 -0 14 -0 -0 2. DO NOT CUT OR ALTER TRUSSES - - UNDER ANY CIRCUMSTANCES. 3. ALL DIMENSIONS FROM OUTSIDE OF STUD WALL. J 1 14. PLACE 2x6 STRONG BACK BRACING @ 10' -0" O.C. MAX. STRONG BACK 91 BRACING TEMPORARY AND /OR ° 91 PERMANENT BRACING IS NOT THE o N v C RESPONSIBILITY OF THE TRUSS ° , MANUFACTURER AND THEREFORE IS ob 2 -1 3/4 x 16" LVL I NOT SUPPLIED. F 006 1 -6 -12 1 -4 -12 z 007 ° 0 0 03 w v o N 9 003 w w 007 [ o THESE DRAWINGS ARE PROVIDED AS A ° to = cy GUIDE TO THE INSTALLATION OF METAL 00 003 v 007 O 9 PLATE CONNECTED WOOD TRUSSES, c z N ENGINEERED LUMBER PRODUCTS, LIGHT 0 GAGE STEEL TRUSSES, STRUCTURAL Q > N 007 w o STEEL AND PANELIZED WALLS ED AS ° ° 003 > a o' S IZE US N Q _ 0 N FRAMING COMPONENTS. ch 9 003 2 007 y ° o m 5 cc < N RELIABLE TRUSS WILL ASSUME NO o to a ° 007 U o ,° RESPONSIBILITY FOR ANY DEVIATION ° ° ROOF TRUSSES 003 FROM THE CONTENTS OF THESE Lc) o N o Q. < oa c " 1 DRAWINGS WI REGARDS TO ANY N OVER GARAGE 007 = q STRUCTURAL MEMBERS THAT ARE ce ° o w N MADE WITHOUT WRITTEN 7 N ° q AUTHORIZATION FROM 0 401 N'I .A_� 009 N 007 ° RELIABLE TRUSS . gi N C ` t0 cv ° ° 004A r � 007A oo o N 0 004 3 - -0 3i 3 -1 -0 007A i o of 004 007A o FOR PRELIMINARY N 004 N PURPOSE ONLY = 05 -18 -11 0 -10 -4 9. 005 8 -0'. ' 0-2 8 008 007A 1 -1 12 24_0_0 30-5-0 TRUSS PLACEMENT DIAGRAM 54 -5 -0 JOB NAME : VILLAGE HILL - LOT 2 JOB NUMBER : 1105050 SECOND FLOOR TRUSS PLACEMENT DIAGRAM RELIABLE TRUSS AND COMPONENTS, INC. CUSTOMER NAME : RK M[LES 200 Welby Road, New Bedford, MA DATE : 05 -18-11 Toll Free 1-888-808-7877 Local 1 -508 -998 -7877 FAX 1-508-995-1724 DESIGNER : SCALE: NONE