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Regan Ladd 09/14/04
Keyl$eam Feick 11:38am
• garage door header 1 of 1
Ke Bean®Version 4.19
Member Data
Description: Member Type: Beam Application: Roof
Lateral Bracing: Continuous Slope: .00/12
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 plf Deflection Criteria: U240 live, U180 total 1.000"max. LL
Dead Load: 15 plf Deck Connection: Nailed Member Weight: 19.1 plf
DOL: 115% Filename: KY81
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Point(Ibs) 5' 9.00" 0 3635 115%
Point(Ibs) 10' 9.00" 0 3635 115%
Replacement Uniform I 0' 0.00" 16' 6.00" 0 80 100%
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total Dead Total
1 0' .00" Wall N/A 1.50" 4460# 4460# 4460#
2 16'7.75" Wall N/A 1.50" 4460# 4460# 4460#
Design spans
16775"
Product: 14" 2.0E G-P LAM LVL 3 ply
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 24599.'# 36036.'# 68% 8.32' Dead load
Shear 4344.# 12569.# 34% .01' Dead load
LL Deflection .0010" 1.0000" U 34 0'
TL Deflection .5124" 1.1097" L1389 8.32' Dead load
Control: Positive Moment
Manufacturers installation guide MUST be consulted formulti-ply connection details and alternatives
Al product names are trademaft of their respective owners John O'Leary
Rugg Lumber Co
24 West St
copyright(C)1980-2002 by Keymark Enterprises,Inc ALL RIGHTS RESERVED. Hatfield,MAO1088
(413)626-0023
Regan-Ladd 09/14/04
�r �►1 � Feick Patio door header 10:40am
K Beam®Version 4.19
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition:Dry Building Code: NBC
Live Load: 40 plf Deflection Criteria: U360 live, U240 total 1.000"max. LL
Dead Load: 10 plf Deck Connection: Nailed Member Weight: 16.2 plf
DOL: 100% Filename: KYB2
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (plf) 0' 0.00" 11' 0.00" 0 80 100%
Replacement Uniform(psf) 0' 0.00" 11' 0.00" 10' 0.00" 30 10 100%
Replacement Uniform I 0' 0.00" 11' 0.00" 723 272 115%
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 115% 100% Dead Total
1 0' .00" Wall N/A 2.11" 8311# 4030# 1672# 2610# 8311#
2 11'1.76' Wall N/A 2.11" 8311# 4030# 1672# 2610# 8311#
Design spans
11'1.75"
Product: 11 7/8" 2.0E G-P LAM LVL 3 ply
Minimum 2.11" bearing required at bearing # 1
Minimum 2.11" bearing required at bearing # 2
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 23156.'# 33740.'# 68% 5.57' Total load 115%
Shear 6835.# 13622.# 50% .01' Total load 115%
LL Deflection .2424" .3715" U551 5.57' Total load 115%
TL Deflection .3534" .5573" U378 5.57' Total load 115%
Control: Positive Moment
Manufacturers installation guide MUST be consulted formulti-ply connection details and alternatives
Al podud names are bademada of their respective owners John O'Leary
Rugg Lumber Co
24 West St
Copyright(C)1989-200?by Keymadc Enterprises,Inc.ALL RIGHTS RESER\ED. Hatridd•MA01088
(413)626-0028
KeyBeam®version 4.19 Feick-Level 5 09/14/04
T. 11:24am
8of8
Member Data
Description: G4 Member Type: Girder Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:Other
Live Load: 0 plf Deflection Criteria: U360 live, U240 total
Dead Load: 0 plf Deck Connection:Glued& Nailed Member Weight: 5.4 plf
DOL: 100% Filename:
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (plf) 0' 0.00" 11' 6.00" 20 7 100%
Replacement Uniform (plf) 0' 0.00" 20' 0.00" 20 7 100%
Replacement Uniform(plf) 11' 6.00" 13' 6.00" 3 1 100%
Replacement Uniform(plf) 13' 6.00" 20' 0.00" 20 7 100%
Point(Ibs) Or 2.75" 529 337 115%
Point(Ibs) 11' 4.25" 431 179 100%
Point(Ibs) 13' 7.75" 244 116 100%
Point Ibs 19' 9.25" 529 337 115%
R
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 1788# 1162# 626# 1788#
2 19'2.75" Wall N/A 1.50" 1999# 1307# 693# 1999#
Design spans
19'2.75"
Product: 11 7/8" 2.0E G-P LAM LVL 1 ply
NOTE: Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive 1vlDment 6576.'# 9780.'# 67% 10.97' Total load 100%
Shear 1074.# 3948.# 27% 18.27' Total load 100%
LL Deflection .5589" .6410" U412 9.61' Total load 100%
TL Deflection .8118" .9615" U284 9.61' Total load 100%
Control: LL Deflection
Point loads over bean ngs are NOT included in the Design calculations,but ARE included in the Reaction table
Al product names are trademaft of their respEctive owners
Copyright(C)1989-2002 by Keymadc Erterlr'ses,Inc.ALL RIGHTS RESERVED.
Keyseam®version 4.19 Feick-Level 09/14/04
11:24am
7of8
Member Data
Description: G3 Member Type: Girder Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition:Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: L/360 live, 0240 total
Dead Load: 0 plf Deck Connection: Glued&Nailed Member Weight: 5.4 plf
DOL: 100% Filename:
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(plf) 0' 0.00" 11' 6.00" 20 7 100%
Replacement Uniform(plf) 0' 0.00" 20' 0.00" 20 7 100%
Replacement Uniform(plf) 11' 6.00" 13' 6.00" 3 1 100%
Replacement Uniform(plf) 13' 6.00" 20' 0.00" 20 7 100%
Point(Ibs) 0' 2.75" 529 337 115%
Point(Ibs) 11' 4.25" 431 179 100%
Point(Ibs) 13' 7.75" 244 116 100%
Point Ibs 19' 9.25" 529 337 115%
Bearings and Reactions
Input Minin um Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 1788# 1162# 626# 1788#
2 19'2.75" Wall N/A 1.50" 1999# 1307# 693# 1999#
Design spans
19'2.75"
Product: 11 7/8" 2.0E G-P LAM LVL 1 ply
NOTE: Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 6576.# 9780.'# 67%" 10.97' Total load 100%
Shear 1074.# 3948.# 27% 18.27' Total load 100%
LL Deflection .5589" .6410" U412 9.61' Total load 100%
TL Deflection .8118" .9615" 0284 9.61' Total load 100%
Control: LL Deflection
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Al product names are trademarks of their respective owners
Copyright(C)1989-20@ by Keymark Erterrr'ses.Inc ALL RIGHTS RESERVED.
xeyBean®Version 4.19 Feick-Level 5 09/14/04
11:24am
6of8
Member Data
Description: G2 Member Type: Girder Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition:Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: U360 live, U240 total
Dead Load: 0 plf Deck Connection:Glued& Nailed Member Weight: 5.4 plf
DOL: 100% Filename:
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform I 0' 0.00" 5' 7.00" 173 58 100%
i� 5 7 8
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Girder N/A N/A 589# 432# 158# 589#
2 5' .00" Girder N/A N/A 589# 432# 158# 589#
Design spans
5' .00"
LProduc 11 7/8" 2.0E G-P LAM LVL 1 ply
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Ivtoment 736.# 9780.'# 7% 2.5' Total load 100%
Shear 356.# 3948.# 9% .01' Total load 100%
LL Deflection .0050" .1667" U999+ 2.5' Total load 100%
TL Deflection .0068" .2500" U999+ 2.5' Total load 100%
Control: Shear
Al product names are trademad6 of their respective owners
Copyright(C)1989-2002 by Keymark Enterprises,Ina ALL RIGHTS RESERVED.
KeyBeam®version 4.19 Feick-Level 5 09/14/04
e 11:24am
5of8
Member Data
Description: G1 Member Type: Girder Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: U360 live, U240 total
Dead Load: 0 pif Deck Connection:Glued& Nailed Member Weight: 5.4 plf
DOL: 100% Filename:
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform I or 0.00" 5' 7.00" 98 33 100%
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Girder N/A N/A 339# 244# 95# 339#
2 5' .00" Girder N/A N/A 339# 244# 95# 339#
Design spans
5' .00"
Product: 11 7/8" 2.0E G-P LAM LVL 1 ply
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 423.# 9780.'# 4% 2.5' Total load 100%
Shear 205.# 3948.# 5% .01' Total load 100%
LL Deflection .0028" .1667" U999+ 2.5' Total load 100%
TL Deflection .0039" .2500" U999+ 2.5' Total load 100%
Control: Shear
Al product names are trademark of their respectiee owners
Copyright(C)19®-20(12 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED.
KeyBeam®Version 4.19 Feick-Level 5 09/14/04
11:24am
4of8
Member Data
Description:A4 Member Type:Joist Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code:Other
Live Load: 30 psi Deflection Criteria: 0480 live, U240 total
Dead Load: 10 psf Deck Connection: Glued&Nailed
DOL: 100% Filename:
Non-standard Loads
Type Live Dead
(Description) Begin End Start End Start End DOL
Point(plf) 19' 9.25" 265 169 115%
Point I Or 2.75" 265 169 115%
'
28 e e ;
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.75" 1091# 1091# 553p1f 265plf 818p1f
2 19'2.75" Wall N/A 1.75" 1091# 1091# 553plf 265plf 818plf
Design spans
19'2.75"
Product: 11 7/8" NI-40x 16.0" O.C.
NOTE: Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 2465.# 3552.# 69% 9.61' Total load 100%
Shear 513.# 1480.# 34% 0' Total load 100%
LL Deflection .3046" .4807" U757 9.61' Total load 100%
TL Deflection .4062" .9615" U568 9.61' Total load 100%
Control: Moment
Design assumes a repetitive member use increase in bending stress: 7%
Pant loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Al product names are trademarks of their respective owners
Copyright(C)1989-20(12 by Keymark Erterp•'ses,Inc.ALL RIGHTS RESERVED.
KeyBean®version 4.19 Feick-Level 5 09/14/04
11:24am
3of8
Member Data
Description:A3 Member Type:Joist Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 30 psf Deflection Criteria: U480 live, L/240 total
Dead Load: 10 psf Deck Connection:Glued& Nailed
DOL: 100% Filename:
Non-standard Loads
Type Lime Dead
(Description) Begin End Start End Start End DOL
Point I 6' 3.25" 265 169 115%
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Girder N/A N/A 156# 156# 88pif 30p1f 117pif
2 5'9.88" Wall N/A 1.75" 733# 733# 352p1f 198pif 550pif
Design spans
5'9.88"
Product: 11 7/8" NI-40x 16.0" O.C.
NOTE: Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 226.'# 3552.'# 6% 2.91' Total load 100%
Shear 155.# 1480.# 10% 0' Total load 100%
LL Deflection .0050" .1456" U999+ 2.91' Total load 100%
TL Deflection .0066" .2911" U999+ 2.91' Total load 100%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 7%
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Al product names are trademarks of their respective owners
Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED.
KeyBeam®Version 4.19 Feick-level 5 09/14/04
7 11:24am
' 2of8
Melmber Data
Description:A2 Member Type:Joist Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition:Dry Building Code: Other
Live Load: 30 psf Deflection Criteria: U480 live, U240 total
Dead Load: 10 psf Deck Connection:Glued& Nailed
DOL: 100% Filename:
Non-standard Loads
Type Live Dead
(Description) Begin End Start End Start End DOL
Point(plo Or 2.75" 265 169 115%
ii e e '
r
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.75" 867# 867# 427pif 223plf 650plf
2 10'9.88" Girder N/A N/A 289# 289# 163plf 55plf 217pif
Design spans
10'9.88"
Product: 11 7/8" NI-40x 16.0" O.C.
NOTE: Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 781.'# 3552.'# 21% 5.41' Total load 100%
Shear 289.# 1480.# 19% 10.82' Total load 100%
LL Deflection .0368" .2706" U999+ 5.41' Total load 100%
TL Deflection .0490" .5411" U999+ 5.41' Total load 100%
Control: Moment
Design assumes a repetitive member use increase in bending stress: 7%
Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Al product names are trademarks of their respective owners
Copyright(C)1M-2002 by Keymadc Erterprises.Inc.ALL RIGHTS RESERVED.
Keysean®version 4.19 Feick-Level 5 09/14/04
11:24am
" 1 of 8
Member Data
Description:Al Member Type:Joist Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code:Other
Live Load: 30 psf Deflection Criteria: U480 live, U240 total
Dead Load: 10 psf Deck Connection: Glued&Nailed
DOL: 100% Filename:
Non-standard Loads
Type Live Dead
(Description) Begin End Start End Start End DOL
Point(plf) 19' 9.25" 265 169 115%
Point I 0' 2.75" 265 169 115%
eeee
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.75" 1091# 1091# 553plf 265pif 818p1f
2 19'2.75" Wall N/A 1.75" 1091# 1091# 553plf 265plf 818p1f
Design spans
19'2.75"
Product: 11 7/6" NI-40x 16.0" O.C.
NOTE: Pass-thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 2465.'# 3552.'# 69% 9.61' Total load 100%
Shear 513.# 1480.# 34% 0' Total load 100%
LL Deflection .3046" .4807" U757 9.61' Total load 100%
TL Deflection .4062" .9615" U568 9.61' Total load 100%
Control: Moment
Design assumes a repetitive member use increase in bending stress: 7%
Pant loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table
Al product names are trademarks of their resperthm owners
Copyright(C)1989-20(2 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED.
Keysea n®version 4.19 Feick-Level 7 09/14/04
11:18am
3 of 3
Member Data
Description: B1 Member Type: Beam Application: Roof
Comments: Lateral Bracing:Continuous Slope: .00/ 12
Standard Load: Moisture Condition: Dry Building Code:Other
Live Load: 0 plf Deflection Criteria: U360 live, 0240 total
Dead Load: 0 plf Deck Connection:Glued& Nailed Member Weight: 25.4 plf
DOL: 100% Filename:
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (plf) 0' 0.00" 22' 9.00" 198 91 115%
Replacement Uniform I or 0.00" 22' 9.00" 198 91 115%
0 1 12
l £e e e
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 115% 100% Dead Total
1 0'1.75" Wall N/A 1.91" 6846# 4499# 0# 2347# 6846#
2 22'7.25" Wall N/A 1.94" 6941# 4499# 0# 2442# 6941#
Design spans
0'1.75"(left cant) 22-5.50" 3'4.75"(right cant)
Product: 30F-2.1E 5 1/2x18 1 ply
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 37897.'# 80873.# 46% 11.38' Total load 115%
Negative Moment 148.'# 63292.'# 0% 22.6' Dead load
Shear 5867.# 18975.# 30% 21.48' Total load 115%
LL Deflection .4032" .7486" U668 11.38' Total load 115%
TL Deflection .6127" 1.1229" U439 11.38' Total load 115%
LL Defl.,Lt. -.0084" .0097" 20417 0' Total load 115%
TL Defl.,Lt. -.0127" .0146" 2U274 0' Total load 115%
LL Defl.,Rt. -.1945" .2264" 2U418 25.99' Total load 115%
TL Defl.,Rt. -.2950" .3396" 2U276 25.99' Total load 115%
Control: TL Defl.,Lt
Al product names are trademarks of their respective owners
Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED.
KeyBeanqb Version 4.19 Feick-Level 7 09/14/04
44 11:18am
2of3
Member Data
Description:A2 Member Type:Joist Application: Roof
Comments: Lateral Bracing: Continuous Slope: 8.75/12
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 40 psf Deflection Criteria: U240 live, U180 total
Dead Load: 15 psf Deck Connection: Glued& Nailed
DOL: 115% Filename:
Bear(figs and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 115% 100% Dead Total
1 1'6.00" Wall N/A 1.50" 508# 508# 261 plf Oplf 121 plf 381 plf
2 11'3.38" Wall N/A 1.50" 373# 373# 192plf Oplf 89plf 280plf
Design spans
1'10.25"(left cant) 12'1.25"
Product:SPF 41/#2 2 x 8 ( ix 7) 16.0" O.C.
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 890.'# 1521.'# 58% 6.39' Total load 115%
Negative Moment 88.'# 1521.'# 5% 1.5' Total load 115%
Shear 278.# 584.# 47% 1.51' Total load 115%
LL Deflection .2380" .6052" U610 6.39' Total load 115%
TL Deflection .3484" .8070" U416 6.39' Total load 115%
LL Defl.,Lt. -.1108" .1856" 2U402 0' Total load 115%
TL Defl.,Lt. -.1622" .2475" 2U274 0' Total load 115%
Control: TL Defl.,Lt
Design assumes a repetitive member use increase in bending stress:15%
This member has been designed in accordance with NDS 1991
Al product names are trademada of their respective owners
Copyright(C)1989-2002 by Keymadc Erterprses,Inc.ALL RIGHTS RESERVED.
xeyBeara version*19 Feick-Level 7 09/14/04
11:18am
1 of 3
Member Data
Description:Al Member Type:Joist Application: Roof
Comments: Lateral Bracing: Continuous Slope: 8.75/12
Standard Load: Moisture Condition: Dry Building Code:Other
Live Load: 40 psf Deflection Criteria: U240 live, U180 total
Dead Load: 15 psf Deck Connection:Glued& Nailed
DOL: 115% Filename:
M"047 - —— —— ——
Bear rigs and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 115% 100% Dead Total
1 1'6.00" Wall N/A 1.50" 508# 508# 261 plf Oplf 121 plf 381 plf
2 11'3.38" Wall N/A 1.50" 373# 373# 192plf Oplf 89plf 280p1f
Design spans
1'10.25"(left cant) 12'1.25"
Product:SPF #1/#2 2 x 8 ( lx 7) 16.0" O.C.
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 890.'# 1521.'# 58% 6.39' Total load 115%
Negative Moment 88.'# 1521.'# 5% 1.5' Total load 115%
Shear 278.# 584.# 47% 1.51' Total load 115%
LL Deflection .2380" .6052" U610 6.39' Total load 115%
TL Deflection .3484" .8070" U416 6.39' Total load 115%
LL Defl.,Lt. -.1108" .1856" 2U402 0' Total load 115%
TL Defl.,Lt. -.1622" .2475" 2U274 0' Total load 115%
Control: TL Defl.,Lt
Design assumes a repetitive member use increase in bending stress:15%
This member has been designed in accordance with NDS 1991
Al product names are trademarks of their respective owners
Copyright(C)19E9-2002 by Keymark Enterprises,Inc AU-RIGHTS RESERWD.
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ZONING Q BOARD,
, DECISION city of Northampton
Date: July 23, 2004
MINUTES OF MEETING:
Available in the Office of Planning&Development
1, Carolyn Misch,as agent to the Zoning Board of Appeals,certify that this is a true and accurate decision made by the Zoning Board
Administrator and certify that a copy of this and all plans have been filed with the Board and the City Clerk on
July 23, 2004
I certify that a copy of this decision has been mailed to the Owner and Applicant.
UJ
The appeal period for residential findings granted by the Zoning Board of Appeals Zoning Administrator are thirty(30)days from the date
of the decision. All appeals are heard by the full Zoning Board of Appeals.
GeoTMS®2004 Des Lauriers Municipal Solutions,Inc.
ZONING BOAR
DECISION City of Northampton
; -. Date: July 23, 2004
APPLICATION TYPE: SUBMISSION DATE:
ZBA-Finding 6/2512004 r
1
Applicant's Name: Owner's Name: , JUL 2 7 "1 y 0 _ me:
NAME: NAME: COMPANY NPfME:
RYAN REGAN-LADD FEICK ELIZABETH C -^��--'
ADDRESS: ADDRESS: pEP1 Q--0. !'bb k 5' '
P O BOX 59 34 BATES ST �!';ttiH�'•'"'+��-ti M.�
TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE:
SHUTESBURY MA 01072-0059 NORTHAMPTON MA 01060
PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.:
(413)259-1149
EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS:
Site Information:
STREET NO.: SITE ZONING:
34 BATES ST URB
TOWN: SECTION OF BYLAW:
NORTHAMPTON MA 01060 Section 9.3(1)(D):Pre-existing Nonconforming Structures or Uses May be Changed,Exten
MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN:
25A 140 001 Approved With Conditions
Book: Page:
3197 298
NATURE OF PROPOSED WORK:
Demolish existing garage and rebuild new garage on existing foundation.
HARDSHIP:
CONDITION OF APPROVAL:
1. The rear gable end of the garage shall not extend further than the existing foundation.
2. Trench permits and driveway curb cut permits shall be obtained through the Department of Public
Works for reconstruction of the driveway.
The designated Zoning Administrator granted the Finding based on the materials and graphics submitted with the application and:
The Findings of the Board Administrator under Section 9.3 for an expansion of a pre-existing non-conforming rear yard setback for a
detached accessory structure were as follows:
1. The Administrator found that the renovation/change would not be substantially more detrimental to the neighborhood than the existing
nonconforming structure.
2. The Administator found that the addition would not extend any closer to any front,side,or rear property boundary than the current
zoning allows and that the existing structure already extends.
3. The Administrator also determined that this extension would not create any new violation of other zoning provisions;and does not
involve a sign.
COULD NOT DEROGATE BECAUSE:
FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE:
71112004 711512004 81412004
REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE:
71812004 812912004 712212004 81512004 812112004
FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE:
71812004 712212004 712212004 712212004
SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE:
711512004 4:15 PM 1012012004 81512004
MEMBERS PRESENT: VOTE:
Sara Northrup votes to Grant
MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION:
Sara Northrup I 1 1 1 Approved with Conditions
GeoTMS®2004 Des Lauriers Municipal Solutions,Inc.
S
*------------ --------------*
Official Receipt for Recordi) in:
Hampshire CountjRegistry of Deeds
33 king St.
Northampton, Ma;sachusetts 01060
Issued To:
RYAN REGAN-LADD
PO BOX 59
SHUTESBURY MA 010720059
Recording Fees
----------------------------------------------*
Document Recording
Description Number Book/Page Amount
*----------------------------------------------*
DECIS 00026581 7969 148 $75.00
FEICR
$75.00
Collected Amounts
*-----------------------------------------------*
Payment
Type Amount
*---------------------------------------------*
Check 1386 $75.00
$75.00
Total Received $75.00
Less Total Recordings: $75.00
Change Due $.00
Thank You
MARIANNE DONOHUE - Register of needs
By: Marilyn H
Receipt# Date Time
0097407 08/30/2004 12:28p
Reprinted By: Marilyn H
Reprinted On: 08/30/2004 12:28p
e#BP-2004-1249
"PPLICANT/CONTACT PERSON RYAN REGAN-LADD
ADDRESS/PHONE P O BOX 59 SHUTESBURY (413)259-1149
PROPERTY LOCATION 34 BATES ST
MAP 25A PARCEL 140 001 ZONE URB
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
TTaeof_Construction: DEMO&_RE LACE--EX-ISTING-DET-GARAGE;(2O X722`9")_ ,_New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 060508
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION P SENTED:
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: § SJF
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 mmission
//d
Signature of Building Official Date
Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning&Development for more information.
H AAA4L
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34 T 5 ST. A PP�x% 4-r� 4"'r ,J
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ncFT 0 PIADiF�u IN PECTIONS
! 01060
P rTGr� � a�s
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8.1 Licensed Construction Su ervisor: Not Applicable ❑
Name of License Holder : _(,�0j�d
License Number
6+ ► a�i a s. 1.kr 010-7 I c��
Addr Expiration Date
g , ure Telephone
Not Applicable O
1
Company Name} t { Registra�tiioonn N mber
----���=1� �
Address Expirafion Da e
Telephone_ / 3G 7 low
IQ1�PN AFt 6 ,FFaDAV1T�Mi��L �y���,
Workers Compensation Insurance affidavit us be completed and submitted with this application. Failure to provide this affidavit
will.result in the denial of the issuance o e building permit.
Signed Affidavit Attached Yes....... No...... ❑,
UM .f
The current exemption for"home mers"was extended to include Owner-occupied Dwellings of one(1) or:two(2)families
and to allow such homeowner to en a an individual for hire who does not possess a license,provided that the owner acts
as supervisor. CMR 780 Sixth Edi 'on Section 108.3.5.1.
Definition of Homeowner:Person(s) o 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 famil welling,attached or d ched structures accessory to such use and/or farm
structures. A person who constructs more an one home' a two- ear period shall not be considered a homeowner.
Such"homeowner"shall submit to the Buildin ffic' on a form acceptable to the Building Official,that he/she shall be
responsible for all such work Pe rformed unde a building permit.
As acting Construction Supervisor your pr nce o he job site will be required from time to time,during and upon
completion of the work for which this it is issued.
Also be advised that with referent Chapter 152(Worker ' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not; ng in Death)of the Massachus s General Laws Annotated,you may be liable for person(s)
you hire to perform work you under this permit.
The undersigned "ho wner"certifies and assumes responsibility for mpliance with the State Building Code,City.of
Northampton Ordin6ces, State and Local Zoning Laws and State of Mass usetts General Laws Annotated.
Homeowne, ' ignature ��
7 -
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing Q]
Or Doors ❑
Accessory Bldg. Demolition( New Signs ij Decks [ ] Siding[ ] Other[ ]
Brief Description f P_ropos d Work: p t4 t i5 t
�
to pacc'
Alteration of existing bedroom Yes-p[Q No Adding new bedroom Yes Al0 No
Attached Narrative D Renovating unfinished basement Yes Alb
Plans Attached Roll o •Sheet
'n a ' iii
a. Use of building:One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached? f "'
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Mascheck Energy Compliance form attached?
h. Type of construction
i. Is construction within.100 ft. of wetlands? Yes —6Q No. Is construction within 100 yr. floodplain Yes ObNo
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No .
I. Septic Tank City Sewer Private well City water Supply
I' ' ' �l�( L as Owner of the subject property
hereby autJhorize VGt.�. e Q^-— LA-cu to act on
my bnhWy all matter— s�r ativ work au orized by this building permit application.
X Joe
Jr-
Sign re of ner Date
as Owner/ orized A
hereby declare that the stat ments and information on the foregoing application are true and accurate,to s o my
knowledge and belief.
Signed under the pains and penalties of perjury.
Print Name '
L Signa
tu u ` o ner/Agent Date
^r
Section 4.
ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED
DUE TO LACK OF INFORMATION
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size ✓ 1 •� ,�
Frontage 0-0 v "'
Setbacks Front �-
Side L: R:_ L: R:_
1 i L
Rear 1 i
Building Height
13
4.
Bldg.Square Footage ve
/q Mr % ( 1 L
Open Space Footage % �i�'� 44
(Lot aiea minus bldg&paved . &. 6,51
arldn jXz U r—, \�S,-
z��J
#of Parking Spaces
Fill:
volume'&Location)
A. 'Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DONT KNOW YES
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NOS DONT 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_U0
IF YES, describe size, type and location:
22 fi
1
City of Northampton
Building Department
212 Main Street
Room 100
Northampton, MA 01060
phone 413-587-1240 Fax 413-587-1272
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVAIy C� 1MILY DWELLING
t !F
JUN
- 9 2004
1.1 Pr6gMilU Address•
lo
MW
.1
: • .. :..: '., :.wit(. i ':'y .:.
v
2.1 Owner of Record:
o
Name 7re �#
Current Mailing Address:
Telephone 41,3 �--/O 9 O
Itk
2.2 Authorized ARgent: �`1
Poep 6 O S raj NOR. at 2,L
Name(Print).- Current Mailing Address:
signatu Telephone
N IAfi ,
-. ..._ :,rn. , ..`.:,_y 155.•n+e'A ..: '... ...C:"
Item Estimated Cost(Dollars)to bea t �
completed by rmit applicant
1. Building b 1 IiicFee
2. Electrical C34 �SFsTa�lati Tatar Cost of
3. Plumbing P 16 f Suilding Pi�i mr' lile
IV 4. Mechanical (HVAC)
app/,
5. Fire Protection .,..
6. Total = (1 +2 +3+4+ 5) hcaitnkaet�
Building Permit Numberi [date T sued:
Signature:
Building Comrnissioner/3nspector of'8uildings Date
File#BP-2004-1249
t
APPLICANT/CONTACT PERSON RYAN REGAN-LADD
ADDRESS/PHONE P O BOX 59 SHUTESBURY (413)259-1149
PROPERTY LOCATION 34 BATES ST
MAP 25A PARCEL 140 001 ZONE URB
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Aew-
Typeof Construction: DEMO&REPLACE EXISTING DET GARAGE(20 X 22'9")
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included•
Owner/Statement or License 060508
3 sets of Plans/Plot Plan
THE FO LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IN4 F( 112ATION PRESENTED:
eApproved 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_L,�-�
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
Signature of Building facial 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.
34 RriT8 ST BP-2004-1249
GIs#: COMMONWEALTH OF MASSACHUSETTS
Mau:Blpck:25A- 140 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: BUILDING PERMIT
Permit# BP-2004-1249
Project# ]S-2004-1891
Est.Cost: $57687.00
Fee: $66.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: RYAN REGAN-LADD 060508
Lot Size(sg.ft.): 9539.64 Owner: FEICK ELIZABETH C
Zoning:URB Applicant: RYAN REGAN-LADD
AT. 34 BATES ST
Applicant Address: Phone: Insurance:
P O BOX 59 (413) 259-1149
SHUTESBURYMA01072-0059 ISSUED ON:9114104 0:00:00
TO PERFORM THE FOLLOWING WORK.-DEMO & REPLACE EXISTING DET GARAGE (20 X
22'9")
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• Receipt No: Date Paid: Check No: Amount:
Building 9/14/04 0:00:00 cash $66.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Building Commissioner-Anthony Patillo