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24C-198 R1 PRELIMINARY PLAN, NOT FOR CONSTRUCTION 2] R3 1ST FLOOR FRAMING PLAN 3 : Rl R1 2: RX XX r 4 j', U ------- Floor Framing Material ------- � h S R� Type Qty. Product lengti: �! T_ 64 Spruce-Pine-Fir #2 2 x 12 ".6' 0" R_ 7 v v 16' 0" 41 9 J2 8 v v i4' 0" r R2 1 v v 14' 0" L 2 Pl R3 1 v v 12: R4 1 v v 10' 0" RS 2 v v c R6 1 v v 7' 0" N 1' J3 7 V V 6 0" R7 1 V v 5' 0" Rl RXX (R/L) v v 4' 0" G Tctal length: 1358' 0" .l p1 Beam & Ledger Material ------- �P �I Type Qty_ Product Length B14 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 46' 0" Total length: 138' 0" G'- 2 Spruce-Pine-Fir 02 2 x 12 8' 0" G12 G7 G2 2 v v Total length: 26' 0" 3 ply W 3 pl G3 3 1-3/4x11-1/4 VERSA-LAM 2.0 310 16' 0" Rl G4 3 v v 16' 0" Total 1engCh: 96' 0" W G5 3 Spruce-Pine-Fir #2 2 x 12 16' 0" 0--ti Total length: 48' 0" ' oa m a G'o 3 1-3/4xll-1/4 VERSA-LAM 2.0 310 _6' 0" 1 N G7 2 v v 0" GB 2 v 16' 0" Total length: 128' 0" j; O G? 2 Sprucev-Pine-Fir #2 2 x 12 -6' 0" G:0 2 v v 16' 0" G8 ,��p G:2 3 v v "-6' 0" 2 1 Total length: 112' 0" 0 G6 Post Material N 3 ply R6 _ T r II, a Type Qty. Prod,;ct length 1 ". F 6 POS-Column by of hers 8' 1-1/8" G4 ' = G5 Total 'length: 48' 6-3/4" T r 1 1 3 ply U • 3 P1Y Miscellaneous Materials ( H1 h Rl Type Qty. Product Length XXX (R/L) Spruce-Pine-Fir #2 2 x 12 38' 0" H. Total length: 38' 0" G3 3 ply Ali product names are trademarks of their respective owners T Li Rl L as J3 RXX R4 R5 �e N R7 h� R R2 p mm y ° rk Miles Inc. NOTES: f m '' °m 21 West St. This layout has been created a ing the information from the plan provided, and;or verbal information 0 d m o �.�1. West Hatfield Ma. from the general contractor. rsk Miles as umes no responsibility for Lhis Layout if C O " "m'o altered during construction or anv of thesstructural members shown are not supplied by r.k. Miles 7 n It is the responsibility of the building contractor / owner to install and / or oversee the installation of all the engineered mood components to assure compliance with the manufacturers specificat ions.If any Scale:l/4"=t' changes are made to this project after the completion of our layout contact RK Mi Isc immediately IMJr� , Registry ID: Rating Number: HERS-548 V r ' Certified Energy Rater: Matt Turcotte Rating Date: 11/17/15 Massasoit St Rating Ordered For: Northampton,MA 01060 A--,; 4Z, A ...-- . q Estimated Annual Energy Cost www Projected Rating 5 Stars Plus Use MMBtu Cost Percent Projected Rating: Based on Plans, Field Confirmation Required Heating 75.1 $1148 39% Cooling 3.7 $187 6% Uniform Energy Rating System Energy Efticient Hot Water 17.0 $239 8% 1 Star 1 Star Plus 1 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 29.4 $1378 47% 500-401 1 400-301 1 300-251 250-201 200-151 1 150-101 100-91 90 86 85 71 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index: 59 Service Charges $0 0% General Information Total 125.2 $2953 100% Conditioned Area: 3178 sq.ft. HouseType: Single-family detached Conditioned Volume: 39242 cubic ft. Foundation: Unconditioned basement This home meets or exceeds the minimum Bedrooms: 4 criteria for all of the following: Mechanical Systems Features Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. Cooling: Air conditioner,Electric,16.0 SEER. Water Heating: Instant water heater,Natural gas,0.95 EF,0.0 Gal. Duct Leakage to Outside: 190.68 CFM25. Ventilation System: Exhaust Only:66 cfm,20.0 watts. Programmable Thermostat: Heating:Yes Cooling:Yes Building Shell Features Ceiling Flat: R-48.1 Slab: None Sealed Attic: NA Exposed Floor: R-0.0 Vaulted Ceiling: NA Window Type: U-Value:0.300,SHGC:0.250 Above Grade Wails: R-19.3 Infiltration Rate: Htg:2.00 Cig:2.00 ACH50 Foundation Walls: R-10.1 Method: Blower door test Lights and Appliance'Features TITLE Percent Interior Lighting: 80.00 Range/Oven Fuel: Natural gas Company Percent Garage Lighting: 80.00 Clothes Dryer Fuel: Electric Address Refrigerator(kWh/yr): 0.00 Clothes Dryer EF: 3.01 City,State,Zip Dishwasher Energy Factor: 0.00 Ceiling Fan(cfm/Watt): 0.00 Phone# The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax# REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. Jo fuss russ ype y T, ,.b mpton,MA 151029648 IT04GE GABLE 1 eferenc e Universal Forest Products 7.610 s Jan 29 2015 MiTek InduSMe5,Inc. Fri Oct 23 16:48:00 2015 Paqe 1 ID:whg6DFRwUiIaE_mhZ3?y7nyQUYY-r21tiQ iUjFAuOP?ESMVZ_Ww7BgIXpqqpB6euyQUT 1 -0 7-&0 15-0-0 164)-0 1 0 0 7-6-0 7-6-0 1 0 0 6x6 Scale=1:37. 6 5 7 9.00 12 21 22 4 8 T1 T T1 3 9 T T 10 2 T T 11 0 B1 0 20 19 16 17 16 15 14 13 12 3x8 11 3x8 11 15-0-0 1 15-0-0 Plate Offsets(X,Y)— [12:E e,0-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 11 n/r 180 MT20 197/144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.01 11 n/r 80 TCDL 10.0 Rep Stress Inca YES WB 0.13 Horz(TL) 0.00 12 n/a rVa BCLL 0.0 BCDL 10.0 Code IRC20091 TP12007 (Matrix) Weight:84 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2:2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF No.2 or 2x4 SPF Stud be installed during truss erection,in accordance with Stabilizer Installation guide- REACTIONS. All bearings 15-0-0 except Ot=length)20=-0-0-1(input:15-0-0),12=-0-0-1(input:15-0-0),16=-0-0-1(input: 15-0-0),17=-0-0-1(input:15-0-0),18=-0-0-1 (input:15-0-0),19=-0-0-1(input:15-0-0),15=-0-0-1 (input: 15-0-0),14=-0-0-1(input:15-0-0),13=-0-0-1(input:15-0-0). (lb)- Max Horz 20=-124(LC 6) Max Uplift All uplift 100 lb or less at joint(s)20,12,17,18,19,15,14,13 Max Grav All reactions 250 lb or less at joint(s)16,19,13 except 20=304(LC 12),12=304(LC 12),17=311(LC 2), 18=262(LC 2),15=311(LC 3),14=262(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=-286/84,10-12=-286/55 WEBS 5-17=-272!73,7-15=-272!73 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)WARNING:Required bearing size at joint(s)20,12,16,17,18,19,15,14,13 greater than input bearing size. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,12,17,18, 19,15,14,13. 14)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. 15)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Type JQty Northampton,MA 15102964B T04 COMMON 6 1 Job Reference iortal Universal Forest Products 7.610 s Jan 29 2015 MTek industries,Inc. Fn Oct 2316:47:44 2015 PageU 1 ID:whg6DFRwL iKIE_mhZ3?y7nyQUYY-Jz3gMyngFOERzYRw lkTwWjwgbG?IRT8KJG5pyQUU 1 0 0 7-6-0 15-0-0 1640-0 1 0 0 7-6-0 7-6-0 1 0 0 6x6 Scale=1:37. 3 9.00 FIT 9 10 T1 T1 2 4 5 B1 �o 11 7 12 8 6 4x10 I I 1.5x3 11 4x10 11 7-6-0 15-0-0 7-0-0 7-6-0 Plate Offsets(X,Y)- 16:0-5-0.0-1-12 [8:0-5-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 6-7 >999 240 MT20 1971144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.15 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WS 0.16 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.02 7-8 >999 360 Weight:65 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SPF No.2 1-11-12,Right 2x6 SPF No.2 1-11-12 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1116/0-5-8 (min.0-1-12),6=111610-5-8 (min.0-1-12) Max Horz 8=-124(LC 6) Max Uplift8=-57(LC 8),6=-57(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1093/118,3-9=-835/141,3-10=-835/141,4-10=-1093/118,2-8=-10361217.4-6=-1036/217 BOT CHORD 8-11=01681,7-11=0/681,7-12=0/681,6-12=0/681 WEBS 3-7=0/373 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat.11;Exp B;enclosed,MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 8 and 57 lb uplift at joint 6. 8)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. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job fuss ype Y 15102964B T03SGE GABLE 2 ional Universal Forest Products 7.610 s Jan 29 2015 MTIndustries,ek Industr Inc. Fri Oct 2316:47:102015 Page 1 ID:whg6DFRwU iKIE_mhZ3?y7nyQUYY-IRO_DKNLGMyGuKrolbsxToWzzP1 nWfKl4TunyQUU 1 0 7-7-12 15-0-0 22 30-0-0 1 0-0 7-7-12 7�4 744 7-7-12 10x12 Q Scale=1:70. 9.00 rl 2 6 I 5x6 4 5x6�� 5 7 2x4 U 2x4 4 6 4x10 I 4x10 11 1 1 4x4 1 MB 4x4 3x4 11 4x10 I 9 3 1 4x10 I 10 11 S 0 1 2 0 1 47 46 14 49 13 50 12 51 52 4x4= 3x10 MT20HS= 4x4= 4x10 11 4x10 11 10-1-3 19-10-13 30-0-0 10-1-3 9-9-11 10 1-3 Plate Offsets(X,Y)-- 2:0-5-2,Ed e, 6:0-7-8,0-4 0,[10:0-5-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.34 12-14 >999 240 MT20 197/144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0-5412-14 >667 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.08 10 n/a n/a BCLL 0.0 ' Code IRC2009/rP12007 (Matrix-M) Wind(LL) 0.0314-41 >999 360 Weight:238 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2`Except" MiTek recommends that Stabilizers and required cross bracing W1:2x4 SPF No.2 or 2x4 SPF Stud be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SPF No.2 or 2x4 SPF Stud'Except' Installation guide. ST&2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-11-12,Right 2x6 SPF No.2 1-11-12 REACTIONS. (Ib/size) 2=2189/0-5-8 (min.0-3-7),10=2189/0-5-8 (min.0-3-7) Max Horz 2=257(LC 7) Max Uplift2=-71(LC 8),10=-71(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1320/9,3-4=-2686/351,4-5=-24521432,5-0=-2222/472,6-7=-2222/472, 7-8=-2452/432,8-9=-2686/351,9-10=-1320/9 BOT CHORD 2-47=-213/1997,47-48=-120/1997,14-48=-120/1997,14-49=0/1374,13-49=0!1374, 13-50=0/1374,12-50=0/1374,12-51=-120/1997,51-52=-120/1997,10-52=-165/1997 WEBS 6-12=-198/1159,8-12=-692/301.6-14=-198/1159,4-14=-692/301 NOTES- 1)Wind:ASCE 7-05,100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B,enclosed;MWFRS(low-rise)and C-C Extedor(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shorn;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 1.5x3 MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 71 lb uplift at joint 10. 12)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. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job russ Truss ype Y LNortham:pto:n,MA 151029 646 T03 COMMON 21 1 Rce ional Universal Forest Products 7.610 s Jan 29 2015 Mi l ek Industries,Inc. Fri Oct 2316:46:35 2015 Pa e 1 ID:whg6DFRwLME_mhZ3?y7nyQUYY-OOkMyOVcXEByfglljkYezqusD4KypJH566AJyQUV 1 0 0 7-7-12 1540-0 22-0 4 _ 313-0-0 11 0 p 7-7-12 7-4-4 7 4-4 7-7-12 11-0-0 6x6�� Scale=1:69. 9.00 12 6 5x6 5x6 5 7 2x4\\ 2x4 4 8 I I� 4x4 ii 1 4x4 3 9 1 2 10 �1 ICI 23 24 14 25 13 26 12 27 28 4x4= 3x10 MT20HS= 4x4= 4x10 11 4x10 11 10-1-3 19-10-13 30-0-0 r 10-1-3 9-9-11 10-1-3 Plate Offsets(X,Y)— 2:0-5-2,Ed e, 10:0-5-2,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.3412-14 >999 240 MT20 197/144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.5312-14 >679 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2009/TP12007 (Matrix-M) Wind(LL) 0.0314-17 >999 360 Weight:157 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing W1:2x4 SPF No.2 or 2x4 SPF Stud be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SPF No.2 1-11-12,Right 2x6 SPF No.2 1-11-12 Installation guide- REACTIONS. (lb/size) 2=2203/0-5-8 (min.0-3-7),10=2203/0-5-8 (min.0-3-7) Max Horz 2=257(LC 7) Max Uplift2=-71(LC 8),10=-71(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1356/9,3-4=-2699/351,4-5=-2465/432,5-6=-2235/472,6-7=-2235/472,7-8=-2465/432,8-9=-2699/351, 9-10=-1356/9 BOT CHORD 2-23=-213/2009,23-24=-120/2009,14-24=-120/2009,14-25=0/1381,13-25=011 3 81,13-26=0/1381,12-26=011 381, 12-27=-120/2009,27-28=-120/2009,10-28=165/2009 WEBS 6-12=-198/1168,8-12=-694/301,6-14=-198/1168,4-14=-694/301 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf-40.0 psf(flat roof snow);Category N;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 71 lb uplift at joint 10. 9)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. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I cuss russ ype y Northampton,MA 151029646 T02SGE GABLE 1 1 Job Reference(optional) Universal Forest Products 7.510 s Jan 29 2015 MTek Industries,Inc. Fri Oct 2316:50:06 2015 Page 1 ID:whg6DFRwUiKIE_mhZ3?y7nyQUYY-8leW9VWkpR71'?NIDcZOCbBCOmv1JGSuNoQjn4ayQUS. r1-0 Q S 2-12 10-2-0 15-1-4 20-4-0 21�Q 1-0-0 5 2-12 411 411.4 5-2-12 6x6 z�- Scale:1/4"=1' 5 i i 9.00 12 34 cc IV 2x4 Q 2x4 Ii 4 6 Oj 1 T1 4x4�i 3x6 11 4x4 2<33 3 1 7 3x6 11 8 2 9 0 1 Io i 10 4x10 II 5x8= 410 II 10-2-0 20-0-0 10-2-0 10-2-0 Plate Offsets X Y- 2:0-3-8,Ed e, 8:0-5-2 Ed 10:0-4-0.0-3-0 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.12 10-27 >999 240 MT20 197/144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.66 Vert(TL) -0.3010-27 >803 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC20091TP12007 (Matrix-M) Wind(LL) 0.01 10-27 >999 360 Weight:130 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud'Except' MiTek recommends that Stabilizers and required cross bracing W2:2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SPF No.2 or 2x4 SPF Stud Installation guide. SLIDER Left 2x6 SPF No.2 1-11-12,Right 2x6 SPF No.2 1-11-12 REACTIONS. (lb/size) 2=1320/0-5-8 (min.0-2-1),8=1320/0-5-8 (min.0-2-1) Max Horz 2=-174(LC 6) Max Uplift2=-58(LC 8),8=-58(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-787/0,3-4=-1448/245,4-33=-1136/214,5-33=-984/236,5-34=-984/236, 6-34=-1136/214,6-7=-1448/245,7-8=-787/0 BOT CHORD 2-10=-161/1067,8-10=121/1067 WEBS 5-10=-137/665,6-10=-440/181,4-10=-440/181 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft,Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category Ii;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 cc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job russ cuss Type y Northampton,MA 15102964B T02 Common 1 1 Job Reference optional) Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Fri Oct 23 16:49:36 2015 Page 1 ID:whg6DFRwUiKIE_mhZ3?y7nyQUYY-1 WgAsF8wtDLYPm?SsGTAOpzuLpolEtSyOISBOJyQUS P11-50t 5 2-12 10-2-0 15 1 4 20-" 21�Q 5-2-12 4-11-4 4-11�t 5 2-12 1 0 0 6x6"ZI Scale:114"=1 5 9.00 12 19 20 2x4�� 2x4 4 6 1 T1 cc IV 4x4 3 1 7 1 8 2 y 1 LIJ B1 10 4x10 II 5x8= 410 II 10-2-0 20-0-0 10-2-0 10-2-0 Plate Offsets(X,Y)— 2:0-3-8,Ed e, 8:0-5-2,Ed [10:1)4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.1210-13 >999 240 MT20 197/144 (Roof Snow--40-0) Lumber DOL 1.15 BC 0.66 Vert(TL) -0-3010-13 >803 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 8 n/a n1a BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.01 10-13 >999 360 Weight:105 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud'Except' MiTek recommends that Stabilizers and required cross bracing W2:2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SPF No.2 1-11-12,Right 2x6 SPF No.2 1-11-12 Installation guide. REACTIONS. (lb/size) 2=1320/0-5-8 (req.-0-0-1),8=1320/0-5-8 (req.-0-0-1) Max Horz 2=174(LC 7) Max Uplift2=-58(LC 8),8=-58(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-787/0,3-4=-1448/245,4-19=-1136/214,5-19=-984/236,5-20=-984/236,6-20=-1136/214,6-7=-1448/245, 7-8=-787/0 BOT CHORD 2-10=-161/1067,8-10=-121/1067 WEBS 5-10=-137/665,6-10=-440/181,4-10=-440/181 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)WARNING:Required bearing size at joint(s)2,8 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8. 9)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job russ ruse ype y y Northampton,MA 151029648 T01GE GABLE 1 1 Job Reference one Universal Forest Products 7.610 s Jan 29 2015 MiTek IndLishm,Inc. Fri Oct 2316:49:09 2015 Pagel I D:whg6DFRwUiKIE_mhZ3?y7nyQUYY-JKizBOp_EwxN jcRGn5Uro6Ll WxksPIS_h2PGZOyQUS 1 0 0 6-4-0 12-8-0 13-8--0 1 0 0 6A-0 64-0 1 0 0 6x6-� Scale=1:32. 5 6 9.00 12 4 17 18 7 3 T1 T T1 T T 2 T ST 8 81 9 �o 16 15 14 13 12 11 103x8 II 3x8 If 12-8-0 12-8-0 Plate Offsets(X,Y)— 10:Ed e,0-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 9 n/r 180 MT20 197/144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.01 9 n/r 80 TCDL 10.0 Rep Stress Inca YES WB 0.10 Horz(TL) 0.00 10 n/a nla BCLL BCDL 10.0 * Code IRC2009ITP12007 (Matrix) Weight:68 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2:2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF No.2 or 2x4 SPF Stud be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-8-0 except at=length)16=-0-0-1(input:12-8-0),10=-0-0-1(input:12-8-0),13=-0-0-1(input: 12-8-0),14=-0-0-1(input:12-8-0),15=-0-0-1 (input:12-8-0),12=-0-0-1(input:12-8-0),11=-0-0-1 (input: 12-8-0). (lb)- Max Horz 16=-104(LC 6) Max Uplift All uplift 100 lb or less at joint(s)16,10,14,15,12,11 Max Grav All reactions 250 lb or less at joint(s)13,15,11 except 16=279(LC 2),10=279(LC 3),14=304(LC 2), 12=304(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-257/93,8-10=-257/93 WEBS 4-14=-265/80,6-12=-265/80 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf;BCDL=S.Opsf,h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow),Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)WARNING:Required bearing size at joint(s)16,10,13,14,15,12,11 greater than input bearing size. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,10,14,15, 12,11. 14)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard job runs ype Y L thampton,MA 151029648 TOt COMMON 3 1 b Reference ptiona Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Fri Oct 2316:48:53 2015 Page 1 ID:whg6DFRwUiK1E_mhZ3?y7nyQUYY-nFkwgYdy??wB9DBrkC58khXoUCOgWNdOZXQOJYQUT 1�0 6-4-0 1248-0 13-8-0 1 0-0 64-0 64-0 6x6 Scale=1:32. 3 9.00 12 9 10 T1 T1 2 4 1 �1 B1 1 5 to 7 3x10 MT20HS I I 1'5x3 11 3x10 MT20HS 11 64-0 12-8-0 64-0 64-0 Plate Offsets(X,Y)- [6:0-5-0,0-0-12], 8:0-5-0,0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.03 6-7 >999 240 MT20 197/144 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.29 Vert(TL) -0.07 6-7 >999 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.01 7-8 >999 360 Weight:56 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.1 1-10-4,Right 2x8 SP No.1 1-10-4 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=855/0-5-8 (min.0-1-8),6=855/0-5-8 (min.0-1-8) Max Horz 8=-104(LC 6) Max Uplift8=-54(LC 8),6=-54(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-764/103,3-9=-553/123,3-10=-553/123,4-10=-764/103,2-8=-799/198,4-6=-799/198 BOT CHORD 7-8=0/448,6-7=0/448 WEBS 3-7=01268 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=S.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf--40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. 9)This truss is designed in accordance with the 20091ntemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard - — — - - - I � r I -- - ---- -- --- - -_ __ --- I - ---- - z 7P 7v' 2T 7m zW 7W 7m 7m 7o- zv 7V 70- 70' za zm zm 7a 7V 7v 7m zm zm 77 All _ I N I I! III, I o ,I II 0 - __ wo I I i I m II la li it I m w _l.- -I eats.,-- - r - - ----- -- -. Iz. _ 87 0^ YFV aq� m� !one m 1,211 I A a o a N N W N r (1 A Lt L1 L1 IIIbI� I N o v 0 0 0 o A m 1 I , I Ghaze Bates/RosemundIII Northampoton,MA � awm ,axrwoa:ga.a..FUx.�mmee. ntr.mi. ie=:gwl UFP Belchertown, LLq 10!24115 p `"x.�„w�a.,a xxwaoA�aox.° aarwuec«.acom.mnsanncmxa t�e.cemrs�q.nm�aue m.«ar ar e,.Aow.a m�rwr>m n.kn xw n.l.x.b.a wmo-�cm cmm I. _. -__ m�9 tl�bMl��^ia rtl Jasqu.IAwwsal i°est PieM.6 ri m[M re�peruige br pMtpYn tlnneitivl Forest ProductsCompvm For Approval ^M^xa••^�^^-i"•,a^�^�"•b °^°"�•"°°^'"° 151029646 sPare�F FM AM�xIOpFM.Al1oN4 M SIMRGE M �U INI111UUr PPIOR W WifEIN NNY WAY PWOR NRiTfM,.T. ,.A.BYALIoTWR PROFE55gNALOF816W11E09YlIFP UFP WILL A UAItIU/L4/ID rAUt REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 15102964B DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ® ORDERED BY Andy Clogston INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT I Andy Clogston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# ( ) SALES AREA Massachusetts/ R.K.Miles-Hatfield JOB NAME:Ghazey-Bates/Rosemund LOT# SUBDIV: s i 24 West St MODEL: TAG: JOB CATEGORY: Residential T Hatfield,MA 01038 DELIVERY INSTRUCTIONS: o (413)247-8300 sH Ghazey-Bates/Rosemund i SPECIAL INSTRUCTIONS: P "10/18/15 plans."12"heel height. "All flat ceilings. T Northampton,MA BY DATE BUILDING DEPARTMEN OVERHANG INFOI HEEL HEIGHT 00-04-03 1 REQ.LAYOUTS REQ.ENGINEERING I QUOTE IBRT 10/24/15 Roof Trusses END cuT REfUFM I I I I I 1 NONE LAYOUT I / PLUMB No GABLE STUDS 24 IN.OC JOBSITE CUTTING IBRT 10/24115 ROOF TRUSSES LOADING TCLL-TCDL-8CLL-8CDL srnESS wwCn. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 40.0,10.0,0.0,10.0 1.15 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT PRICE PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT COMMON 3 9.00 0.00 T01 12-08-00 12-08-00 2 X 6 2 X 4 01-00-00 01-00-00 GABLE 1 9.00 0.00 T01GE 12-08-00 12-08-00 2 X 6 2 X 4 01-00-00 01-00-00 COMMON 1 9.00 0.00 T02 20-04-00 20-04-00 2 X 6 2 X 4 01-00-00 01-00-00 GABLE 1 9.00 0.00 T02SGE 20-04-00 20-04-00 2 X 6 2 X 4 01-00-00 01-00-00 COMMON 21 9.00 0.00 T03 30-00-00 30-00-00 2 X 6 2 X 4 01-00-00 01-00-00 GABLE 2 9.00 0.00 T03SGE 30-00-00 30-00-00 2 X 6 2 X 4,01-00-00 01-00-00 COMMON t- 6 9.00 0.00 T04 15-00-00 15-00-00 2 X 6 2 X 4 01-00-00 01-00-00 Yf GABLE 1 9.00 0.00 T04GE 15-00-00 15-00-00 2 X 6 2 X 4 01-00-00 01-00-00 ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL 14 R1 10 2ND FLOOR FRAMING PLAN R4 1 R14 18. P� ------- Floor Framing Materiz- ------- 1 2 RS Type Qty. Product Length 1 rr c_. 11 R1 1" X 11 7/8" RTM BOARD 31' 18 /2" R2 _ 30'11." R3 22' 7" R4 11'11" R5 1 7 7" �. R6 1 v v 91" Total lerc-.:h: 109' 7-:.,2" SO IDOL C NG 0 M A H D N �, J1 2 11-7/8^ AJS 20 34' o^ ti J2 14 1 1 32' 0" CL R8 2 32' 0" N J3 9 30' 0" 7 J4 2 26' 0.. J5 6 v v 24' 0" 6'r R9 24' 0" J6 9 16' 0" J7 14' 0" J3 J8 3 12' 0^ 1 r O R10 1 v v 12' 0" ri R11 8' D. R12 v 5' 0" Total ler c.�.h: 1289' 0" R14 3 1" x '_1-7/8" RIM BOARD R15 i 1 9' 8" R16 2 v v 9' 2" H4 R17 1 v v 7' 8" R18 2 v v 3' 0" R16 P Total ler,yrh: 77' 8" RXX (R/L) 1" X 11 7/8" RIM BOARD Total len<it-.h: 1' 0" RXX (R/L) 11-7/6" AJS 20 2' 0" T Total length: 2' 0" p, RXX (R/L1 1" x 11-7/9" RTM BOARD 1' 0" R2 Total ler,gch: 1' 0" O ------- Beam 5 Ledger Materia' ------- R1E Type Qty. Product Lengt J4 Bi 3 1-3/4x11-7/8 VERSA-LAM 2,0 310 16' 0" 6" OO Total length: 48' 0" 84 2 Spruce-Pine-Fir k2 2 x 1.2 6' 0" B5 2 v v 6' 0" Total lengt'.h: 24' 0" G2 1-3/4x11-7/8 VERSA-LAM 2.0 310 6' 0" G3 v 8' 0" BS v Total length: 14' 0" P ------- Miscellaneous Materials ------- 3 J2 1 ' ---.—j6 6 , O Type Qty. Product Long'If _" _ XXX (R L) 11-7/8" AJS 20 56' t J5 J8 XXX (R/L) v v Total length: 86' 0" 1 c All product names are trademarks of their respective own , 11 A XX R15 R17 R6 12 RXX R14 � _ £� i I°�.° rk Miles Inc. NOTES: 0 0 b ROSEMUND b ENERGY CRAFTED HOMES e DECK ]1] b MAIN Rosamund, LLC BEDROOM 23 East Hadley Rd O Hadley,MA 01035 rosemundhomes.com 9]" II: 11 aomr2 II ill 92" II GLOSET 1 ]+s W90 axLL��rou �JS VnM 1]" -0!e O ]O9 MAIN BATHROOM _ •'-911]" 4-0, II BEDROOM 1 ]15 s]° rsn 3+•v. ]o• e] S wmdnia ]01 _ iendinq na t b Y i Na Dewrl Ion Dab A a o A300 BATHROOM ORYCR YU9HER 9'-10 112" _ — — _ — _ a•via�w/rxwwr 1]"bl-ppa — — – D tVNM Y 92" DO 1/2" ]00 9]" ]-9,. 209 9'-O 1/2" 9]" ]01 BEDROOM B GHAZEY—BATES 1]"b1I- 8 2 ]0] 8 NEW HOME .'-a' SEGOND -LOOP-F114111 SECOND FLOOR 5 P LAN b Date 12/03/15 i 0 A102 Scale 1/4"=1'-0" o DININ6Moo RO S E M U N D B '�, $GREENED b ENERGY CRAFTED HOMES < PORCH Rosemund, LLC O 23 East Hadley Rd Hadley,MA 01035 rosemundhomes.com II O I 1 FAMLYROOM RANbe e taov d o� b c �q h FIREPLACE ytt el 00 I KITONEN (])1 1,] C°O b PANTRY ]-PLY LVL BEAM GUBBY'5 '9] 9]"BARN 52, No, o.-ripe- Data DOOR O MUDROOM ,oe A .p s]"Half gu A300 uP pm 9]° 05 5]. �N D T BATH = lo. i ]-RY LVL B roll O 91 5 w a NTRY(2)521, L/V/N6 ROOM 5] 52 GHAZEY-BATES 04 tog o 52" a FIRSTFLOORPLAN NEW HOME °] A300 SQUARE FOOTAGE FIRST FLOOR b +oo 5TUDY 16T FLOOR AREA 1!04®F o +t'-a'O 7140 FLOOR AREA T-ISF PLAN 9107 K sa-o° FKO TP GN t r-P• Dote 12/03/15 A101 12 5' 9o'-a soya va^-1,-0„ -------------------------------------- ------------- T 7�_-'s F7i� FOOTING TO 48" �Screened Porch ROSEMUND I-OKA:114 Poured Concrete A"O". Walls&Slab ENERGY CRAFTED HOMES LINE GF PORON ABODE BEAM el Rosemund, LLC ---- -------- ------------------- - 23 East Hadley Rd Hadley,MA 01035 rosemundhomes.com . FLOOR o (see-A.—r-.$) Cj `.beRIPY 3-21_11`L BEAM (see L 5- N 4YGOLU_ BE—loG AND F—IN. BEAM — b 11L 5- L Nw !!!Ion Dad Y^A 1 Y N A300 A—1�1L)—IN. —NTIN Bulkhead With footing (see RA.- 6o_s GONRETE FOOTINS T BEAM POO.CT ANP 11N. RWIGAW P10——.T.16 OG (SEE-A-611-ANS) BEAM GHAZEY-BATES NEW HOME (Sl BEAM ET............. --------- ----J ----- — ---- -- - ------------- FOUNDATION- - 4. BeLoW6_DE b DFO,�_DATIONFLAN PLAN ASOV11 Date 12/03115 L- ----------------------------- ------------ Ll.-.ABOVE S100 scal. 1/4" DRAWING LIST SHEET NUMBER SHEET NAME RO S E M U N D T100 TITLE SHEET AND PERSPECTIVES A101 FIRST FLOOR PLAN ENERGY CRAFTED HOMES A102 SECOND FLOOR PLAN A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS A300 CROSS SECTIONS Rosemund, LLC A400 DETAILS&SCHEDULES S100 FOUNDATION PLAN 23 East Hadley Rd Hadley,MA 01035 rosemundhomes.com D REAR PERSPECTIVE D REAR PERSPECTIVE G Na D�flpTbn DM GHAZEY-BATES NEW HOME ASTITLE SHEET AND PERSPECTIVES Date 12/03/15 B FRONT PERSPECTIVE B A FRONT PERSPECTIVE A T1 00 scale DOOR SC 4EDULe MARK I COUNT WIDTH HGkSNT MANU�AGTURER DOOR MATGRIAL HARDWARG COMMENTS t00 i 9'-O" b'-B" Thermo-Tru FlBeR6LA95 KEYED HIN OPOOR WTH 12°SIDELI-T 101 5'-4" b'-B" Jeld-Wen SOLIDCORE FA95A E DOU51.15.—DDOORS Ro s E M u N 102 2 GOR '-D" b'-D" Jeld-Wen 9oLIO E PRIVACY ChSED OPEIJMG 105 1 2'-B" b'-e' Jeld-Wen SOLID GORE PASSAGE HINGED DOOR 104 1 2'-B" b'-B" Jeld-Wen SOLIDGOR! PRIVACY HINGED DOOR 105 1 2'-B" 6'-B" Jeld-Wen SOLIOLME PRIVACY HINGED DOOR •Ev6Eba.oa113rI ORVCCKNb. 1o6 1 1-D" 6'-B• J.d-wen Souvcane PA56A6E Hl—EDDOOR ENERGY CRAFTED HOMES 61UEp ANDNAILeo tOT , 2'-6" 6'-B" Jcld-Wen 90LI0 CORD P.SAGE HINGED DOOR ENbMEERED-JOISTS(SEE DRAINING lob 1 2'-D" 6'-B" Thermo-Tru FIBERGLASS Kl EP _HALF b 69w 6W DOOR PLAN$) 104 1 2'-B" 6'-B" -id-Wen SoLIDLORE PA66AbE HINGED DOOR 1 10 1 2'-D" 6-6 —tom BUAt HA p—ov PA56Abc 9LION6 BARN ODOR 111 1 2'-B" b'-D" Jeld-Wen —CORE PA9SA6E HN6ED DOOR •VINYL SIDING JMd-rven SOLID LORE PASSAGE DOUBLE HM6ev DOORS T/16"ZW SHEATHING,5EAM9 TAPED ,19 i 6'-O" 6'-D" Thermo-Tru FIBER6LAS8 KEYED 5LIPIN66LAS9000R Rosemund, LLC •2x6 KD SPRUCE WALL 5TU06 t6"OG. 6'-B" .14-Wen SOLID LORE PRNALY HINbEp DOOR •(R-21)BLOWN CELLULOSE IN6_ATION 201 1 ]'-D" 6'-D" JBId-wan 60LIDLORe PRIVACY H'Nbep DOOR 23 East Hadley Rd I/a 6YPSUM WALL BOARD NTeRIOR FINISH Hadley,MA 01035 203 , 6'-o" 6'-B" Jeld-wen SOLID GORE 13-PASS DOORS BI-PASS CLOSET DOOR6 205 , 2'-e" 6'=a`--- Jald-wan Soup colRC PRIVhor Hm6EV POOR rosemundhomes.com 204 , 6'-O' 6'-D" Jeld-wen SOLID GORE PASSAGE BI-PA55CLOSETDOORS CLOSED CELL FOAM 305 1 2'-6" 6'-e" Jeld-Wen SOLIPCoRE PRNALY HINGED DOOR 206 1 2'-B" 6'-D" Jeld-Wen 9_v CORE PRIVACY HNGED DOOR DOUBLE 1xb TOP PLATE 2oT 1 2'-D" 6'-0" Jnd-Wen SOLIDLORE PRIVACY HINGED DOOR 30. 1 6'-0' b'-0" JNd-Wan SOUP LORE PAssA6e BI-PASSLLOSET DOORS 204 1 2'-6" b'-B" JNd-Wen SOLID LOR! PRIVACY HINGED DOOR 5/e'RATED 6YPSUM WALLBOARD 210 1 4'-O" 6'-6" Tharma-Tm PIB@R6l.A9S PA59AGE DOUBLE MN.w DOORS CEILING r WALLS a 6ARAbE AREA 211 1 2'-D" b'-D° J6d-Wan FIFI LORE PA9BAGE HINb 213 I b'-O" 6'-6" Thermo-Tru pIBER6LA56 PRIVACY SLIDING 6LA55 DOOR 219 1 2'-0" 6'-B" J61d-Wan 5owoco RE PA55AbE HINGED DOOR 214 ]'-0' 6'-B" Jtld-Wen SOLID LORE PRIVACY HINGED DOOR 215 1 2'-O" 6'-S" Jeld-Wan .OLIO LORE PA55Abe HINGED DOOR 001 9'-O' 6'-B" TM1erma-Tru PIBERbLASO KEYED HALF bLA58 MNGED DOOR Grand total:91 5 DETAIL-FLOOR CONNECTION sia^•�'-a' HINDOY4 SCHEDULE HEAD •Ev6e—D 505 PL0OR PECKING. MARK COUNT WIDTH HMHT HE HT MODEL NANU�AGTURGR 6LAZINA+ flNISN COMMENTS GLUED AND NAILED KD SPRUCE FLOdR J019T5(sec FRAMIN6PLANS) A 2 b'-11 t/1" 4'-4" 6'-101/3" DH2652-9 PMedl LON E VINYL TRpLE-DOUBLE HUNG WMDOW6 B T 4'-'11/2" 4'-4' b'-tOt/3" DH2652-2 Paradl LOWS VINYL PAIR-OOUOLe HUNG WINDOWS C 9 2'-4' 4'-4" b'-101/1" OH2552 Paredim LOWE VINYL DOUBLEHUN6 WNDOW •VMYLSIDING I 16"ZIP...A'r CN .EAMa TAPED L.1 2'-4" 4'-4" 2'-01/3" DH2852 Pradlyn Lowe VINYL DOUBLE HUNG WNDOW¢STAIR - EAO HEIGHT PROM 3ND PLOOR 2xb KO SPRUCE WALL STUpS t 6"OL. •(R-2i)SLowN CELLULOSE INSULATION O 9 3'-4" 5'-0" 6'-101/3" OH2B60 PYadl LOrve VINYL DOU%EHUNS WINDOW 6YP5UM WALL BOARD INTERIOR a 6'-111/2" 5'-6" 6'-101/2" 02642-2 —a LOWE VINYL PAIR-CASEMENT WINDOWS FINISH p 1 4'-T 1/2" 9'-6" b'-101/2' PH2O42-2 Paredl m LOwe VINYL PAIR-DOUBLE HUNG WINDOWS CLOSED LCLL FOAM 6 6 2'-D" 1'-4" -6' 89216 Paradl m 1 ]'-0" s'-B" 6'-1101/]" L2442 PN6dl LOwE VINYL LA6EMENT WINDOW 61.4 Catal:91 2X6 PT.SILL 1 No. D—rlptbn Data I BOLTS EIVERY 48NO —IN 24"OF CORNERS •�. � I———— � •BLOLKERS AND RUNNERS(R-26 b)4" R-26.60 CLOSED-CELL FOAM AT RIM FOUNDATION WATERPROOFING JOIST,RAFT ER BAYS AND EAVES -'B".•. - •EXTERIOR YULL9(R-21)BLOWN (SEE SPCC.) %46TUD rvhLL CELULOSe INSULATION .I..: 'T.'.• •IW LATIER6LA56 •ATTG Le1LINb(R-50)BLOWN •S"CONCKETEYULL BA CELLULOSE) ULATION •ARCHITECTURAL SO YR ASPHALT •YUTH(R-15)THERMAX '.. •VAPOR BARRIER .FOUNDATION WALLS M-19)MAX SHINbLES INS ULATEDSHEATHIN6 • 112 DRYWALL INSULATED SHEATHN6 DECK ARMOUR ROOF UNOERLAYMENT4 INTERIOR AIR SEALM6•ALL CRACKS AND 56"STORM 6UA.V CE a WATER BARRIER SEAMSSEALEDwITHCAULKANO ONEAVE5AND VALLEYS ICYNENE SPRAY FOAM •5/6'CDXPLYWOOOROoF5HEATHIN6 •B NDPROOFMG(R-11)F115 R6LA59 EN6INEEKKO—SED HEEL ROOF TRUSSES 4 DETAIL-FLOOR AT 1 ST 5ATT5 FOR SO NVrROOFlN61N BATH 024"OC.(SEE PRAMN6 PLANS) 3/4"•i'-O" AND LAUNDRY WALLS (R-50)5 LOWNLELLUL05EINSULATION •PLRRI6N69TRPS • YMUM BOARD CEILING CLOSED CELL FOAM 2 9 4"COVLRETE SLAB REINPORLED 6, 1-O 0--e 2x6 TOP-ATE •4 O LOOSE a/4"A66RE$ATC }P 2x09UBFA—A /If /II 3X65UB PA9LlA .DI'rCONCRETIE WALL NSTLA1eo—MINA. ALUMNUMORIFED6E ALUMINUMORIPED6E GHAZEY—BATES NTEROR NEW HOME _ .'.: ALUMINUM WRAPPP-0 III—III PNE FASCIA ALUMINUM WRAPPED _III—III—III +•!, PINEPASCIA PLAT CEILING VINYL 90°FiT CONLRET210a1.6 II-III= VINYL.OFPT ac ;�Un DETAILS & 2'X B"KEYNAY _III_ cLOSEDCELLFOAM III=11 SCHEDULES —III— 41 DOUBLE 2x6 TOP PLATE •;M'LSIONb 6'ZIP 9HEATHM6.5EAM5 TAPEp 4"R—PERFORAT@D (— ,-;'+ •I/I6'ZFSH .2xb KD SPRUCE WALL STUP516"O.C. PERIMETER DRhIN46E _ — T/16"ZP SHEATMIN6,9EAMS TAPED (R-11)BLOWN CELLULOSE INSULATION Da2B 12/03/15 IN LRUSHCOSTONEBASE _III— (I —III—I —I 2.6 KD SPRUCE PULL STUDS 16'0a.' 1/2'6YP5uM WALL BOARDINTEROR FINISH IS SPECS) _ _ •(l/.'.Y S LE SOAR INSULATION —I I— ''1 —I • 1/3'6YPSUM WALL BOARDINTERIOR PIWSH A400 9 DETAIL-FOOTING 2 DETAIL-ROOF RAKE 1 DETAIL-FASCIA®TRUSS 9 E •1'-d' Scale 3/4"=1'-0" ROSEMUND ENERGY CRAFTED HOMES Rosemund, LLC 23 East Hadley Rd Hadley,MA 01035 rosemundhomes.com �RAIBED HECK E-ENbMECRED ROOT TRV55/ (BEE TRUBB' &m DRI.YVIN65) A400 1 6"RAI5ED HEEL TRu58 Il T.O.PLATE 2ND Ll _ No. Deami Dab h HAUMY m BATHROOM 5 so ��©B7 moo 2NDgLOOR /1 TO.PLATE 15T D B.. WRY m MvRoom sm 4 `,0 A400 1�T FLOOR _ 15T FL00_R..._ ° ° V GHAZEY-BATES T.0,_ NEW HOME " -III-III-I V� �I I I- I � I I I-1 I I III-I I CROSS SECTIONS -III-I 11=I Tsl I- 1-III-III-I 1- S;m 11=1 I E-I 11=1_I • �—III— —III— —III—III—III—III qq —III-BA EMENT 5LA B I I 4OOTI SECTION S FRONT PORCH Date 12/0 N� -1 III-I l- i _ oriN 3115 Ed A 5EGTION A 5TAIR 1/4" i'-O" —J�Uatllll�ll�llll�ru��■I�r.4�1�■ s�se■s®�re��i��l�l■s■�r.�1�le■1 ��!� _ LEI y ■r�■ rVU aunnn.. ninnnnrnm. .iiruumnnanm,. ,immnmm�mnmo.. C •i;nnnnnmm�nmunnu. mnnnnnnnunnnmm�,. .iin,. a�numnmmmmmum. � � IM I I „ rnnmunnnnnnnnuur.. .ninnmirmo. `4umnnnnnnnnnunm.. p � � ,mm�nmmmmr.. •vmmmmmmmmnnu. � � �_ ��mnuimummiru. �mnmrmmnniannmin. •�nnnnnmmmu,, •�nnnnmmununnunm. C - � ..�iu.. �mmmnnum:m�. 'anmmmnmrmnrmm�. � � nnnnm, mmwnnnmm�u. ''��nmmrmnmmmn�. ..nmmnnnli. •a�rnunmmmm,, •�mmmmnnnmmmm.,. p = nnnnnnmm�n,.- •a�nmm�mmnde, ammm�nnnnrwmnni. — .�inmunnnnramm�.. ......... all, r:unnnmmliuwaumr.. Bar- son 6 ■■ ■■ ■■ = son �� ■■ ■■ RUMUND P .■....■.. ili:I ■i�iniu. ii '. 7 1 N 3`. c n r B 86 MASSASOIT ST BUILDER. ROSEMUND,LLC 23 EAST HADLEY RD HADLEY,MA 01035 2 N 9858.0 Sc . Ft cn 0.2 Ac rek s w to p irl z cn PROPOSED GAS M r LOCATION 0 SEWER f � 'X I o WATER 1 ( �it ,- 4.07 _ LECTRIC . �+ O 50 0' �-- 42" W 132.00 1 IRON PIPE --°' (FOUND) MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. ocation: 86 Massasoit Street Inquiry Made By: Rosemund LLC Marie Quill Date of Inquiry: 11/24/15 Number of Type of Single Family x Type of Private x Units: 1 Unit(s): Apart. Comm. Ownership: Condo Multi-family Rental Municipal Water Main in Existing service to Front of Location? Yes: No: site? Yes: No Size of Water Main: Material: �'-� Age: Approximate Static Street Flow Test Conducted: Yes: No: Pressure: /'�70 Ds'n'—f" If done attach results Size of Service Connection ✓�/ Suggested Meter Size: Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. • All work shall conform to Northampton Water Department specifications. Gregory R.Nuttelman, Superintendent of Water G4 Water Entry ��Utl eter$ /� adao$ cc: Ned Huntley,Director Note: If this availability is for a new construction,it must be hand delivered to the Building r :U Inspector. '(1 \\smbl\admin\Permits\Water Application\Water Availability.doc �C MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 86 Massasoit Street Inquiry Made By: Rosemund LLC Marie Quill Date of Inquiry: 11/24115 Reason for Request: New Construction Municipal Sewer Main in Front of Location: Yes _ No Municipal Storm Drain Available: 5 '/deep Yes _ No ri P f/ Size of Sewer Main: Material: L, Age: Depth of Sewer Main: -� Length of Sewer Main: Size of Service Connection: /V CU 1V Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: 1, ) ) LC_ 14A V I G 1 ! U t: 1Z S-10 8 - 1PLA'1 CS 267 City Requires 6" cleanout installed at City Property Line Ro R J 431—f-CK 1-0 FPS - ) 7?-//-S yEA;e o Note: If this availability is for new construction this form must be hand delivered to Building Inspector. A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. JO) �1'a J�v John Hall Sewer Department cc: Ned Huntley, Director DPW / Louis Hasbrouck, Building Commissioner ROSEMUND,LLC Ghazey-Bates 86 Massasoit St 1ST FLOOR 1584 $0.50 $ 792.00 2ND FLOOR 1519 $0.50 $ 759.50 3RD FLOOR $0.20 $ - GARAGE 0 $0.20 $ - BASEMENT 1584 $0.20 $ 316.80 FRONT PORCH 105 $0.20 $ 21.00 DECK 180 $0.20 $ 36.00 Total SF Usuable 3103 Total Fee: $ 1,925.30 1 Ghazey Bates Contract Estimate 12/8/2015 The Commonwealth of Massachusetts M Department of Industrial Accidents Office of Investigations 600 Washington Street ` Boston,MA 02111 "ter www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ROsemund, LLC Address: 23 East Hadley Rd City/State/Zip: Hadley, MA 01035 Phone#: (413) 695-8795 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.® I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp. insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Main Street America Assurance Co Policy#or Self-ins.Lic.#: MPF659979 Expiration Date: 5/26/2016 Job Site Address: 86 Massasoit St City/State/Zip: Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si ature: C()� Date: Phone#: (0-N 's- L4 Official use only. Do not write in this area,to be completed by city or town ofj<ciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: ` s License Number }- kA� e ` t - CJ` —,)-q — 1 `) Address Expiration Date �, Q,�A � �- Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address \ Expiration Date Telephone 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 buildVig 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 buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicablel New House Addition ❑ Replacement Windows Alterations) ❑ Roofing ❑ Or Doors EJ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding[O] Other[a Brief Description of Proposed t Work: COVA41_Lkr (--Q-� Alteration of existing bedroom Yes / No ,Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the followin : a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: t Number of Bathrooms c. Is there a garage attached? V_�U d. Proposed Square footage of new construction. 3 o�L Dimensions ,1('2' 'X. (Q e. Number of stories? f. Method of heating? G QX Fireplaces or oodsto s Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction W i. Is construction within 100 ft.of wetlands? Yes "/ No. Is construction within 100 yr. floodplain Yes V/ No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? W Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,- K U YJ e Y"-t C7 J1 L t as Owner of the subject property hereby authorize to act n my behalf, in all matters ative to ork authorized by this building permit application. _NW'Llou —&r'm Si ture of Owner U Date I, 1�1V �2 \� t 1 C\L YV\LA�(Y U.+�✓ as Owner/Authorized Agent hereby declare that the stateme is and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalti s of perjury. i Print Name (�� =,.-;;Z 6�__\a Signature of Owner/Agen Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information • Existing Proposed Required by Zoning This column to be filled in by p Building Department Lot Size 9 O Frontage Setbacks Front x�— Side L: l S- R: l 5 L: R: Rear 1 tU Building Height Bldg.Square Footage �® % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces �-- Fill: .-- volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/ n the site? NO ® DONT KNOW ® YES IF YES, date issued: %t I `3( i 5 AN (L IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW O YES r` IF YES: enter Book a3 Page I and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 6 DON'T KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,ex vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only �---- n - ity of Northampton Status of Permit: B i ilding Department Curb CutlDriveway Permit 212 Main Street Sewer/Septic Availability $ 2015 Room 100 Water/Weil Availability o hampton, MA 01060 Two Sets of Structural Plans DEPT.C,-FULD r;3 >0 13- 87-1240 Fax 413-587-1272 Plot/Site Plans NORTHAN WC ,MA01060 Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: T1hiisssseection to be completed by office Map / `' Lot / Q U Unit 'S(o M CLS'�) C Sb kt Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: C,66 r't Name(Print) Current Mailing Address: Telephone Sigi a ure V 06 2.2 Authorized Agent:, v� e W,u LL e Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building `70 0 go (a)Building Permit Fee 2. Electrical (b) Estimated Total Cost of Q o Construction from 6 3. Plumbing 0 Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) Q Check Number I d5 r 3 This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date OK 17 of z File# BP-2016-0770 } APPLICANT/CONTACT PERSON GREGORY QUILL ADDRESS/PHONE 23 E HADLEY RD HADLEY01035 (413)695-4195 - '`-^ A 9 PROPERTY LOCATION 86 MASSASOIT ST MAP 24C PARCEL 198 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid A I n UZ �5� Building Permit Filled out IF V Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/FRONT/REAR PORCH New Construction Non Structural interior renovations Addition to Existing Accessory_Structure Building Plans Included: Owner/Statement or License 105857 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: L/ 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 Demolition Dela S Lire ui ing Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 86 MASSASOIT ST BP-2016-0770 GIS#: COM NWEALTH OF MASSACHUSETTS Map:Block: 24C- 198 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-2016-0770 Project# JS-2016-001301 Est. Cost: $425000.00 Fee: $1925.30 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. ft.): Owner: GHAZEY ROBERT G&HOLLY N Zoning-: Applicant: GREGORY QUILL AT. 86 MASSASOIT ST Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON.1/11/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 2 STORY SFH W/FRONT/REAR PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 1/11/2016 0:00:00 $1925.30 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner