23B-079 (4) Job I Truss I Truss Type Qty ; Ply 162 SOUTH MAIN ST. FLORENCE, MA
• Engineering
2335
Truss Engineerin Corp., Indian Orchard,
._L _L 01151 - - _ _ SCISSOR TRUSS 13 • _ - — .. j Job Reference (optional) Pa ge s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 15:26:29 2010 Pa a 2',
•
•
NOTES (11)
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 1-0-0 wide will ft between the
bottom chord and any other members. •
7) All bearings are assumed to be SPF No.2 .
8) Bearing at joint(s) 11, 14 considers parallel to
grain value using ANSVTPI 1 angle to grain formula.
Building designer should verify capacity of bearing •
surface.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 222 Ib
uplift at joint 11 and 222 Ib uplift at joint 14.
11) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
Job fTruss Truss Type Qty Ply 62 SOUTH MAIN ST. FLORENCE, MA
•
23375 S1A Special Truss 5 1
L_ -_ _ - -_ -_ _ _ I Job Reference (optional)
-" 7.220 s Dec 29 2009 MiTek Industries. Inc. Mon Mar 01 15:26:51 2010 Page 1
Truss Engineering Corp., Indian Orchard, MA 01151 9 �..
-1 -6 -0 6 -2 -13 _ 11 -1 -12 14 -5 -0
F - -
1 - -0 6 -2 -13 4 -10 -15 3 -3-4
5x6 -_ Scale = 1:39.8
4 '
;
2 E t o
4x6 ii B2 'o
a 8.00 �2 ,� 6 6x9 4x4 •
• • 3
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1 ! / N
/ / 7 c
1.5x4 1', 7
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6.00[12 •
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1 I
o- 5- 8(o- iy
6 -2 -13 11 -1 -12 14 -5 -0
6 -2 -13 t 4 -10 -15 3-3 -4
Plate Offsets(x Y) I2;0-1 -12 0- 0- 13) _ _ _
LOADING (psf) plates Increase 1.15 TC 0.69 Vert(LL) -0.15 7 >999 240 PLATES GRIP
• TCLL 30.8 SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud 1 , ,
(Ground Snow =40.0) MT20 197/144 •
TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.27 2 -7 >631 180
BCLL 0.0 * ( )
BCDL 10.0 ) I Weight 62 1b
Rep Stress Ina YES WB 0.70 Horz TL 0.13 5 n/a a
Code IRC2003/TPI2002 (Matrix
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF No.2 Max Grav BOT CHORD 3) Unbalanced snow loads have been considered
WEBS 2 X 4 SPF Stud 2 = 1124(LC 2) 5-6 = - 152/949 for this design. •
BRACING 4) This truss has been designed for greater of min
•
TOP CHORD FORCES (lb) WEBS roof live load of 16.0 psf or 1.00 times flat roof load
•
Structural wood sheathing directly applied or 5-0-1 oc Maximum Compression/Maximum Tension 3 -7 = 0/219 of 30.8 psf on overhangs non—concurrent with other
live loads.
puffins. TOP CHORD .
5) This truss has been designed for a 10.0 psf
BOT CHORD 1 -2 = 0/86 3-6 = - 1203/299
bottom chord live load nonconcurrent with any
Rigid ceiling directly applied or 8-6-10 oc bracing.
- - -- -- -- other live loads
-- -- 2-8 = - 2861/366 4-6 = - 112/910
MiTek recommends that Stabilizers and 6)' This truss has been designed for a live load of
required cross bracing be installed during truss 3-8 = - 2653/393 20.Opsf on the bottom chord in all areas where a
erection, in accordance with Stabilizer NOTES (12) rectangle 3-6-0 tall by 1-0-0 wide will fit between •
•
Installation guide. - _ — _ - 1 the bottom chord and any other members. •
•
,
-- - -- 3-9 = - 1299/208 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf;
BCDL= S.Opsf; h =25ft; Cat. II; Exp B; enclosed; 7 ) All bearings are assumed to be SPF No.2 . I
REACTIONS (lb/size) 4-9 = -1157/222 MWFRS (low -rise) gable end zone and C-C 8) Refer to girder(s) for truss to truss connections.
•
5 = 708 /Mechanical Exterior(2) -1 -7-8 to 1-4-8, Interior(1) 1-4-8 to 9) Bearing at joint(s) 2 considers parallel to grain •
,
2 = 879/0 -1 -12 0-5-8 value using ANSI/TPI 1 angle to grain formula. •
4 -5 = - 1137/231 8 -1 -12, Exterior(2) 8-1 -12 to 11 -1 -12 zone;
Max Horz Building designer should verify capacity of bearing
2 = 240(LC 8) cantilever left and right exposed ;CL for members surface.
Max Uplift 12) CHORD and forces & MWFRS for reactions shown; Lumber 12) All Plates 20 Gauge Unless Noted
5 = - 138(LC 9) 2 -7 = - 470/2412 DOL =1.33 plate grip DOL =1.33 •
2 = - 167(LC 8) 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); LOAD CASE(S)
Max Grav 6-7 = - 470/2417 Pf =30.8 psf (flat roof snow); Category II; Exp B; Standard •
' 5 = 708(LC 1) Partially Exp.; Ct =1.1
Job f Truss 1Truss Type Qty Ply 62 SOUTH MAIN ST. FLORENCE, MA ,
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23375 ; Ti ; Common Truss , 1 ,• •
12
1 [Job Reference joption
Truss Engineering Corp., Indian Orchard, MA 01151 7.220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 15:21:16 2010 Page 1
-0-10-0 2-9-0 5-6-0 6-4-0
1
0-10-0 2-9-0 2-9-0 ' 0-10-0
4x6 Scale = 112.21
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3x4 --= 3x4
0-3,0(0-1-8) 2 - 9 - 0 , 5 - 6 - 0 0-3-0(0-i-8)
•
2-9-0 2-9-0
— ' 7
TCLL 3a 8
LOADING (psf) 1
SPACING 2-0-0 CSI 1 . DEFL in (loc) Vdefl Ud PLATES GRIP
•
(Ground Snow=40.0) 1
• Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 197/144
TCDL 10.0
Lumber Increase 1.15 BC 0.10 Vert(TL) -0.01 4-6 >999 180
.
1
•
Rep Stress Ina YES 1 NB 0.05 1 Horz(TL) 0.00 4 rVa rVa
BCLL ao •
BCDL 100
Code IRC2003/1 (Matrix) 1 Weight: 23 lb
: • li
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E ,
This truss has been designed g
BOT CHORD 2 X 4 SPF No.2 Max Grav BOT CHORD 4) ned for reater of min •
WEBS 2 X 4 SPF Stud 2 = 416(LC 2) 2-6 = 0/208 roof live load of 16.0 psf or 1.00 times flat roof load
BRACING 4 = 416(LC 3)
of 30.8 psf on overhangs non-concurrent with other
•
•
TOP CHORD 4-6 = 0/208 live loads.
1 Structural wood sheathing directly applied or 5-6-0 oc FORCES (Ib) 5) This truss has been designed for a 10.0 psf
1 purlins. Maximum Compression/Maximum Tension WEBS bottom chord live load nonconcurrent with any
• BOT CHORD TOP CHORD 3-6 = 0/128 other live loads.
'
Rigid ceiling direct 6) This truss has been designed for a live load of
applied or 10-0-0 oc bracing. 1-7 = 0/14
20.0psf on the bottom chord in all areas where a
_
1 MiTek recommends that Stabilizers and
required cross bracing be installed during truss 2-7 = 0/35 NOTES (10) rectangle 3-6-0 tall by 1-0-0 wide will fit between
the bottom chord and any other members.
1) Wind: ASCE 7-02; 100mph; TCDL=4.2psf; •
erection, in accordance with Stabilizer
Installation guide. 2-3 = -302/77 BCDL=5.0psf; h=25ft; Cat. II; Exp B; enclosed; 7) All bearings are assumed to be SPF No.2.
MWFRS (low-rise) gable end zone and
8) Provide mechanical connection (by others) of •
C-C •
REACTIONS (lb/size) 3-4 = -302/77 Exterior(2) zone; cantilever left and right exposed truss to bearing plate capable of withstanding 103
2 = 353/0-1-8 0-3-0 ;C-C for members and forces & MWFRS for Ib uplift at joint 2 and 103 Ib uplift at joint 4.
•
•
4 = 353/0-1-8 0-3-0 4-8 = 0/35 reactions shown; Lumber DOL=1.33 plate grip 9) This truss is designed in accordance with the
2003 International Residential Code sections
Max Horz DOL=1.33 •
2 = -15(LC 6) 5-8 = 0/14 2) TCLL: ASCE 7-02; Pg= 40.0 psf (ground snow); R502.11.1 and R802.10.2 and referenced standard
1.
Pf=30.8 psf (flat roof snow); Category II; Exp B;
Max UplIft
2 = -103(LC 8) BOT CHORD Partially Exp.; C 10) All Plates 20 Gauge Unless Noted
t=1.1 1
4 = -103(LC 9) 2-6 = 0/208 3) Unbalanced snow loads have been considered
LOAD CASE(S)
for this design.
Max Grav •
• 2 = 416(LC 2) 4-6 = 0/208 Standard •
•
• 4 = 416(LC 3)
.. :
Job _ - _ - ._ _ - - -.. Truss __. - - - - - - I Truss Type - - - -- - -.. Qty 'Ply 62 SOUTH MAIN ST. FLORENCE, MA _._.. -
•
23375 _ - - _ -- T1A --- - - - -__ _... Common Truss _.._.._ _... _._. --_ -- I 2 - --- � ` - -- 1 Job Reference (optional] _..— - -- - -. 9 I
Truss Engineering
g Co Indian Orchard, MA 01151 7.220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 152120 2010 Page 1
2 -9 -0 5 -6 -0
2 -9 -0 2 -9 -0
4x6 = Scale = 1:12.2..
2 •
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6.00 '12 -- --_... _..-1
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1 4-
3x4 -- 3x4
o - Cor-La) 2-9 '0 5 -6 -0 Ika,o(a -1.8) •
2
•
-9 -0 2 -9 -0 „.
• T
LOADING (psf) SPACING 2 -0-0 CSI DEFL in loc I deft Ud PLA GRIP •
TCLL 30.8 Plates lncrease 1.15 � TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 197/144
(Ground Snow =40.0) '� Lumber Increase 1.15 'I BC 0.10 Vert(TL) -0.01 3-4 >999 180 !
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 rsla n/a
BCDL 10.0 ! Code IRC2003/TPI2002 (Matrix) Weight: 19 lb
LUMBER
TOP CHORD 2 X 6 SPF 1650E 1.5E NOTES (9) 8) This truss is designed in accordance with the •
BOT CHORD 2 X 4 SPF No.2 Max Grav 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; 2003 International Residential Code sections
WEBS 2 X 4 SPF Stud 1 = 287(LC 2) BCDL= S.Opsf; h =25ft; Cat. II; Exp B; enclosed; R502.11.1 and R802.10.2 and referenced standard •
BRACING 3 = 287(LC 3) MWFRS (low -rise) automatic zone and C-C ANSI/TPI 1. •
TOP CHORD Exterior(2) zone; cantilever left and right exposed 9) All Plates 20 Gauge Unless Noted
Structural wood sheathing directly applied or 5-6-0 oc FORCES (Ib) ;C -C for members and forces & MWFRS for •
•
purlins. Maximum Compression/Maximum Tension reactions shown; Lumber DOL =1.33 plate grip LOAD CASE(S)
BOT CHORD TOP CHORD DOL =1.33 Standard
Rigid ceiling directly applied or 10 -0-0 oc bracing. 1 -2 = - 317/97 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow);
MiTek recommends that Stabilizers and • Pf =30.8 psf (flat roof snow); Category II; Exp B;
required cross bracing be installed during truss'.. 2-3 = - 317/97 Partially Exp.; Ct =1.1
erection, in accordance with Stabilizer 3) Unbalanced snow loads have been considered
Installation guide. BOT CHORD for this design. •
•
- - -- 1-4 = - 37/238 4) This truss has been designed for a 10.0 psf
REACTIONS (lb /size) bottom chord live load nonconcurrent with any I
1 = 267/0 -1-8 0-3-0 3- = -37/238 other live loads. I
' 3 = 267/0 -1 -8 0-3-0 5) ' This truss has been designed for a live load of
Max Horz WEBS 20.Opsf on the bottom chord in all areas where a
1 = -18(LC 6) 2-4 = 0/128 rectangle 3-6-0 tall by 1 -0-0 wide will fit between
. Max Uplift the bottom chord and any other members.
1 = -52(LC 8) 6) All bearings are assumed to be SPF No.2 .
3 = -52(LC 8) 7) Provide mechanical connection (by others) of
Max Grav truss to bearing plate capable of withstanding 52 Ib
1 = 287(LC 2) uplift at joint 1 and 52 Ib uplift at joint 3. •
3 = 287(LC 3)
Job _ Truss - - -- -- _. - - -- - - - -- Truss Type - -- - -— -_ -- _..__._ `Qty - --- Ply 62 SOUTH MAIN ST. FLORENCE, MA -__.- - - - --
23375 - - -- - - - - -- 01 Jack -Open Truss — _ —_ -_ -- - -- — -_ -_ -- 4 i- 1 Job Reference (oQonal)
Truss Engineering Corp., Indian Orchard, MA 01151 7.220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 15 2010 Page 1
-1-2-2 3 -9 -3
1 -2 -2 3-9-3
Scale = 1:10.8
3
•
•
•
•
• 4.24 , 12 -
j
m j
Ti
2
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%
0- Z -0(0=1 -8)
-- /
a
61
•
j•
• % / \ / \ / \ J, . 4 •
•
3x4 =
•
3 -9 -3
3 -9 -3
( SPACING 2 -0-0
TCLL 30.8
LOADING s CSI - DEFL in (loc) I/defl Ud PLATES GRIP
(Ground Snow =40.0) Plates Increase 1.15 TC 0.22 Vert(LL) -0.01 2-4 >999 240 'I. MT20 197/144 •
TCDL 10.0 I Lumber Increase 1.15 BC 0.13 Vert(TL) -0.02 2-4 >999 180
•
BCLL 0 0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na Na • •
BCDL 10.0 Code IRC2003/TP12002 1 (Matrix) Weight: 14 lb •
LUMBER - -- - --
TOP CHORD 2 X 6 SPF 1650E 1.5E 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow);
BOT CHORD 2 X 4 SPF No.2 Max Grav Pf =30.8 psf (flat roof snow); Category II; Exp B;
BRACING CING 4 = 68(LC 4)
TOP CHORD Partially Exp.; Ct =1.1
Structural wood sheathing directly applied or 3 - - oc FORCES (lb) 3) Unbalanced snow loads have been considered
puffins. Maximum Compression/Maximum Tension for this design.
BOT CHORD TOP CHORD 4) This truss has been designed for greater of min
Rigid ceiling directly applied or 10 -0-0 oc bracing. 1 -2 = 0/32 roof live load of 16.0 psf or 1.00 times flat roof load
MiTek recommends that Stabilizers and of 30.8 psf on overhangs non-concurrent with other I
•
required cross bracing be installed during truss 2-5 = -66/0 live loads.
q 9 9 5) This mass has been designed for a 10.0 psf
erection, in accordance with Stabilizer bottom chord live bad nonconcurrent with any
ation
Install ude 3-5 = -41/45
�i.
' other live loads.
•
BOT CHORD 6) • This truss has been designed for a live load of
BO
REACTIONS (lb/size) BO - 0/0 20.Opsf on the bottom chord in all areas where a
3 = 80-7 - rectangle 3-6-0 tall by 1 -0-0 wide will fit between
•
2 = 328/0 -128/0 -1 -8 0 -7-0 the bottom chord and any other members. '
4 = 34 /Mechanical NOTES (12) 7) All bearings are assumed to be SPF No.2 .
Max Horz 1) Wind: ASCE 7 -02, 100mph, TCDL= 4.2psf; 8) Refer to girder(s) for truss to truss connections.
2 = 71(LC 6) 9) Refer to girder(s) for truss to truss connections.
Max Uplift BCDL= 5.0psf; h =25ft; Cat. II; Exp 8; enclosed; 12) All Plates 20 Gauge Unless Noted
3 = -46(LC 6) MWFRS (low -rise) gable end zone and C-C
2 = - 108(LC 6) Corner(3) -1 -3 -1 to 2- 11 -14, Exterior(2) 2 -11 -14 to LOAD CASE(S)
Max Grav 3-8-7 zone; cantilever left and right exposed ;C -C Standard •
3 = 152(LC 2) for members and forces & MWFRS for reactions
2 = 439(LC 2) shown; Lumber DOL =1.33 plate grip DOL =1.33
•
, Job Truss [Truss Type I Qty I ply : 62 SOUTH MAIN ST. FLORENCE, MA '
23375 I G1 I Special Truss ;2 1 ;
Job Reference loptional)
•
Truss Engineering Corp., Indian Orchard, MA 01151 7.220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 15:20:09 2010 Page 1,
-0-10-0 2-9-0 5-6-0 6-3-8
- - i - 4 • •
0-10-0 ' 2-9-0 2-9-0 0-9-8
•
•
•
4x6 = Scale = 112.2
•
SNP3 '
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• 6.00 12
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3x8 !
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Nailed :
4x4
0-3-0W143) 2 - 9 - 0 . 5 - 6 - 0 0-3-0(0-11-8)
2 2
Plate Offsets CX,Y): R0-1-12,0-2-01 [4:0-1-12,0-2-0]
TCLL 30.8 :
LOADING (psf)
SPACING 2-0-0 : CSI DEFL in (loc) Vdefl Lid PLATES GRIP
, . :
;
(Ground Snow=40.0)
Plates Increase 1.15 . TC 0.06 , Vert(LL) -0.00 6 >999 240 MT20 197/144
•
.
Lumber Increase 1.15 :•
BC 0.07 • Vert(TL) -0.01 6 >999 180
•
TCDL 10.0 .
'
• ,
•
Rep Stress In NO , WB 0.07 •
. Horz(TL) 0.00 4 n/a n/a
BCLL ao . • Ina NO
IRC2003/TPI2002 , (Matrix) .
' Weight: 26 Ib
BCDL 10.0 : •
LUMBER •
TOP CHORD 2 X 6 SPF 1650F 1.5E ;
BOT CHORD 2 X 6 SPF 1650F 1.5E Max Grav BOT CHORD 5) This truss has been designed for a 10.0 psf Standard
bottom chord live load nonconcurrent with any
WEBS 2 X 4 SPF Stud 4 = 557(LC 3) 2-6 = -21/434 Vert: 3=-141(F) 6=-28(F)
other live loads.
BRACING
TOP CHORD FORCES (Ib) 4-6 = -21/434 6) ' This truss has been designed for a live load of
Structural wood sheathing directly applied or 5-6-0 oc Maximum Compression/Maximum Tension 20.0psf on the bottom chord in all areas where a •
purlins TOP CHORD WEBS rectangle 3-6-0 tall by 1-0-0 wide will fit between
.
BOT CHORD 1-7 0/18 3-6 = 0/170
the bottom chord and any other members. I
=
2 .
Rigid ceiling directly applied or 10-0-0 oc bracing. 7) All bearings are assumed to be SPF No.
8) Provide mechanical connection (by others) of •
MiTek recommends that Stabilizers and , 2-7 = 0/43
truss to bearing plate capable of withstanding 112 •
NOTES (15)
required cross bracing be installed during truss I Ib uplift at joint 2 and 110 Ib uplift at joint 4.
, 2-3 = -509/68 1) Wind: ASCE 7-02; 100mph; TCDL=4.2psf;
erection, in accordance with Stabilizer 9) This truss is designed in accordance with the
Installation guide. •
' BCDL=5.0psf; h=25ft; Cat. II; Exp B; enclosed;
•
-I 3-4 = -576/59 MWFRS (low-rise) gable end zone; cantilever left 2003 International Residential Code sections
• ,
REACTIONS (lb/size) and right exposed ; Lumber DOL=1.33 plate grip R502.11.1 and R802.10.2 and referenced standard
2 = 439/0-1-80-3-0 4-8 = 0/41 DOL=1.33 ANSITTPI 1.
4 = 434/0-1-8 0-3-0 2) TCLL: ASCE 7-02; Pg= 40.0 psf (ground snow); 15) All Plates 20 Gauge Unless Noted •
5-8 = 0/16 Pf=30.8 psf (flat roof snow); Category II; Exp B; •
Max Horz
2 = 14(LC 6) Partially Exp.; Ct=1.1 LOAD CASE(S) Standard
Max Uplift BOT CHORD 3) Unbalanced snow loads have been considered
•
2 = -112(LC 7) 2-6 = -21/434 for this design. 1) Snow Lumber Increase=1.15, Plate
;
,
4 = -110(LC 8) 4) This truss has been designed for greater of min Increase=1.15
Uniform Loads (plf) •
4-6 = -21/434 roof live load of 16.0 psf or 1.00 times flat roof load
Max Grav
2 = 470(LC 2) of 30.8 psf on overhangs non-concurrent with other Vert: 1-3=-8Z 3-5=-82, 2-4=-20
Concentrated Loads (Ib)
live loads.
Job ',Truss !Truss Type -__ -- -- _------- _- _ - - - - - j Qty 'Ply _ - ?62 SOUTH MAIN ST. FLORENCE, MA '..
23375
Truss Engineering Corp., Indian Orchard, JI G1A
- _ Special Truss - - - - - — _ �2 1 Job Reference�tion 220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar Ot 15:19:23 2010 Page 1 •
2-9-0 5-6-0
2-9-0 2. 9 - -
4x6 = Scale = 1:12.2'.
2 I
• 6.00'. 12 /m
•
•
0
Ti T1 ��
3
W1
1
�� II W •
. •
4x4 - 5 6 __.- - -. - - --
- ' LUS26 3x8 II LUS26
'
4x4 -
2-9-0 5 - -6 -0 `8)
Plate Offsets (X Y) (1'0-2-14 O-0 13:0-2-14 0 -0-51
• LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) t/defl Ud PLATES GRIP •
TCLL 30.8 Plates Increase 1.15 TC 0.09 Vert(LL) -0.01 1-4 >999 240 MT20 197/144 •
•
(Ground Snow =40.0) •
TCDL 10.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.02 1-4 >999 180
BCLL 0.0 " Rep Stress Ina NO WB 0.46 Horz(TL) 0.01 3 n/a n/a
•
BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight: 23Ib •
LUMBER
TOP CHORD 2 X 6 SPF 1650E 1.5E NOTES (12) 8) This truss is designed in accordance with the
BOT CHORD 2 X 6 SPF 1650E 1.5E Max Grav 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; 2003 International Residential Code sections
WEBS 2 X 4 SPF Stud 3 = 904(LC 3) BCDL= 5.0psf; h =25ft; Cat. 11; Exp B; enclosed; R502.11.1 and R802.10.2 and referenced standard
BRACING MWFRS (low -rise) automatic zone; cantilever left ANSI/TPI 1.
TOP CHORD FORCES (Ib) and right exposed ; Lumber DOL =1.33 plate grip 9) Use Simpson Strong -Tie LUS26 (4 -10d Girder,
Structural wood sheathing directly applied or 5-6-0 oc Maximum Compression/Maximum Tension DOL =1.33 4 -10d Truss, Single Ply Girder) or equivalent '.• •
purlins. TOP CHORD 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); spaced at 2 -0-0 oc max. starting at 15 -12 from the
BOT CHORD 1 -2 = -1378/291 Pf =30.8 psf (flat roof snow); Category 11; Exp B; left end to 3-5-12 to connect truss(es) S1A (1 ply 2 •
Rigid ceiling directly applied or 10 -0-0 oc bracing. Partially Exp.; Ct =1.1 X 4 SPF) to back face of bottom chord. •
• — — 2-3 = - 1378/291
MiTek recommends that Stabilizers and 3) Unbalanced snow bads have been considered 12) All Plates 20 Gauge Unless Noted
required cross bracing be installed during truss , for this design. •
erection, in accordance with Stabilizer BOT CHORD 4) This truss has been designed for a 10.0 psf LOAD CASE(S) •
Installation guide. 1 -5 = - 224/1173 •
g _ -_ —_ bottom chord live load nonconcurrent with any Standard
•
4 -5 = - 224/1173 other live Toads. 1) Snow Lumber Increase =1.15, Plate
REACTIONS (Ib /size) 5) * This truss has been designed for a live load of Increase =1.15 •
1 = 1025/0 -1 -10 0 -3-0 4-6 = -224/1173
20.Opsf on the bottom chord in all areas where a Uniform Loads (plf)
- 3 = 883/0-1-8 0 -3-0 rectangle 3-6-0 tall by 1-0-0 wide will fit between Vert: 1- 2 =-82, 2 -3 = -82, 1-3= -20
Max Horz 35 = - 224!1173 the bottom chord and any other members. Concentrated Loads (Ib)
1 = -17(LC 5) 6) All bearings are assumed to be SPF No.2. Vert: 5= -688(B) 6= -688(B)
Max Uplift 7) Provide mechanical connection (by others) of
1 = - 224(LC 7) 2-4 = _200/1070 truss to bearing plate capable of withstanding 224
•
•
3 = - 192(LC 7) Ib uplift at joint 1 and 192 Ib uplift at joint 3.
Max Grav
•
1 = 1045(LC 2)
•
' Job Truss Truss Type iQty _- Ply 62 SOUTH MAIN ST. FLORENCE, MA — _
'23375 G2 SPECIAL TRUSS 4 Job Reference (optional)
Engineering Corp., Indian Orchard, MA 01151 __ -- - - "" — - -- - - - - -— ? .220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 15:30.17 2010 Page 1 { • 1 -6 -0 6 -2 -13 11 -1 -12 _ • 15 -1 -10 18-6-13 22 -3 -8
• 1 -6 -0 ' 6 -2 -13 4 -10 -15 • 3 -11 -14 3 -5 -3 3 -8 -11
5x8 ". Scale = 1:40.7
4
•
•
•
T2 17 5x9 = 6x6 =
16 - 18 8x9 -_ •
8.00[12 4x6 --> _�� 1 11 \ 5' ly'',
• W4 T3
• 3 ,r 0 __21 22 - 33
✓� 8x9 l ,,�'
wt \ « /s
8
ry �1 12 7x8��V / W9
/i� 2x4 �., \\ /' �' 4.
14 •
6.00 12 \
t5 �\
j x
4s
13 8
4x4
0- 5- 8(0-1 -13) 6 -2 -13 __ ___ 11 -1 -12 15 -1 -10 18 -6 -13 22 -3 -8 0-5-8(0-3-7)
Plate Offsets (X,vp [6 :0-3-8 0 -2-81, [11:0-5-4,0-3- s •
6 -2 -13 4 -10 -15 {- 3 -11 -14 + 3 5 -3 �' 3 -8 -11 -1 „� - '
LOADING (psf) SPACING I Vert( LL)
TCDL 30.8 Plates ncrease 1.15 TC 0.55 V rt -0.37 11-12 12 U PLATES GRIP
707 240 I
(Ground Snow=40.0) �, I MT20 197/144
Lumber Increase 1.15 BC 0.98 Vert TL -0.68 11 -12 >388 180
BCLL 0.0 * W Horz(TL) 078 8 nra nla
Rep Stress Incr NO B 0.92 0.78 •
•
BCDL 10.0 Code IRC2003/TPI2002 (Matrix -M) Weight: 259 Ib
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 6 SPF 1650F 1.5E Max Uplift TOP CHORD BOT CHORD WEBS
WEBS 2 X 4 SPF Stud *Except* 8 = - 801(LC 7) 5 -18 = - 9366/1599 11 -12 = - 1403/8090 7 -9 = - 918/5180
W9: 2 X 6 SPF 1650F 1.5E 13 = - 343(LC 8)
W3: 2 X 4 SPF 1650F 1.5E Max Gray 5 -19 = - 10663/1783 10-11 = - 2134/12718 2 -13 = - 2264/404
W6,W8: 2 X 4 SPF No.2 8 = 4417(LC 3) •
•
BRACING 13 = 2320(LC 2) 19 -20 = - 10663/1783 9 -10 = - 757/4243 14 -15 = - 1636/320 '..
TOP CHORD
Structural wood sheathing directly applied or 5-4-3 oc FORCES (lb) 20 -21 = - 10663/1783 8 -9 = - 20/100 13 -14 = - 1795/274
purlins, except end verticals, and 2 -0-0 oc purlins Maximum Compression/Maximum Tension
(5-5-0 max.): 5-7. TOP CHORD 6 -21 = - 10663/1783 WEBS 2 -15 = - 327/1957
BOT CHORD 1 -2 = 0/101 3 -12 = - 190/97
Rigid ceiling directly applied or 10 -0-0 oc bracing. 6 -22 = - 3888/689
JOINTS 2 -14 = -4127/615 3 -11 = - 289/1236 NOTES (16)
1 Brace at Jt(s). 7 22 -23 = -3888/689 1) 2 -ply truss to be connected together with 10d '..
3 -14 = -8926/1449 4 -11 = - 1458/8783 (0.131 "x3 ") nails as follows:
REACTIONS (lb/size) 7 -23 = -3888/689 Top chords connected as follows: 2 X 6 - 2 rows at
8 = 3585/0-3-7 0-5-8 3 -16 = -8859/1501 5-11 = -4047/672 0 -9 -0 oc.
13 = 1964/0 -1 -13 0-5-8 7-8 = -4409/819 Bottom chords connected as follows: 2 X 6 - 2 '
Max Horz 4 -16 = 8762/1517 5-10 = - 7282/1230 rows at 0 -9-0 oc.
13 = 233(LC 8) BOT CHORD Webs connected as follows: 2 X 4 -1 row at 0 -9-0
Max Uplift 4 -17 = - 8583/1498 13-15 = -582/2913 6-10 = - 1218/7518 oc.
8 = - 801(LC 7) •
•
13 = - 343(LC 8) 17 -18 = - 8605/1483 12 -15 = - 1392(7988 6-9 = - 5096/957
Continued on page 2 _ '..
Job Truss • Taus Type Qty Ply 62 SOUTH MAIN ST. FLORENCE, MA -- - -- - -
23375 • G2 11 SPECIAL TRUSS 14
`' .. Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 7.220 s Dec 29 2009 MiTek Industries, Inc. Mon Mar 01 15:30:17 2010 Page 2'
•
NOTES (16)
2) All loads are considered equally applied to all plies
, except if noted as front (F) or back (B) face in the •
LOAD CASE(S) section. Ply to ply connections have
•
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf;
BCDL= 5.Opsf; h =25ft; Cat. II; Exp B; enclosed;
MWFRS (low -rise) gable end zone and C -C
Exterior(2) -1 -6-0 to 1 -6-0, Interior(1) 1-6-0 to 8 -1 -12,
• Exterior(2) 8 -1 -12 to 11 -1 -12, Interior(1) 14 -1 -12 to
115 -1 -10, Exterior(2) 19-0-12 to 22 -0-12 zone;
cantilever left and right exposed ;C -C for members
and forces & MWFRS for reactions shown; Lumber •
•
DOL =1.33 plate grip DOL =1.33
4) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow);
Pf =30.8 psf (flat roof snow); Category II; Exp 6;
Partially Exp.: Ct =1.1
5) Unbalanced snow loads have been considered for
this design. •
6) This truss has been designed for greater of min
roof live load of 20.0 psf or 1.00 times flat roof load of •
30.8 psf on overhangs non-concurrent with other live
loads. •
7) Provide adequate drainage to prevent water
ponding. •
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
• 20.0psf on the bottom chord in all areas where a
rectangle 38-0 tall by 1-0-0 wide will fit between the
• bottom chord and any other members.
16) All Plates 20 Gauge Unless Noted
LOAD CASE(S)
Standard
1) Snow Lumber Increase =1.15, Plate Increase =1.15
Uniform Loads (p6) .
Vert 1-4=-82, 4 -5 =-82, 5- 7 =-82, 11- 13 = -20,
8- 11 = -20
Concentrated Loads (lb)
Vert: 7=-450 18= -1045 19= -560 21 =560 23=-560
•
•
•
•
•
•
•
•
•
•
•
•
•
•
• Job Truss i Truss Type ----- - - -_ -- -- -
Ply 62 SOUTH MAIN ST. FLORENCE, MA -
• 23375 !S1 !SCISSOR TRUSS 113 1
•
—._ _ _ -- : l.__. _ _ j Job Reference(o0ional)
Truss Engineering Corp., Indian Orchard, MA 01151 _ -- _ -- 7.220 s Dec 292009 MiTek Industries, Inc. Mon Mar 01 15:26:29 2010 Page 1 •
1 I 6 4 15 4 6 1 0 7 _
5x8 ' I . Scale = 1:42.6
1 , ( I ., I � / / J - (� 11 \ (• q ,,
1
•
JUN t- 3 2010 ; _ , 6 ,9 -
1- =�. 4x6
/
8.00112 — Y �- 4x6 J
i i 9 ,.\
r' - s / 8x9 = �� "l' •
•
Iry
B v
10 8
/ � - 1 . 5 x 4 1.5x4 I! �\
17 / 20
� 12 / 6.0012 15
1 13 16:1,
11 14
5x8 ���
5x8
•
0- 5- 8(0 -2 -3) 0- 5- 8(0 -2 -3) •
6-2- 13 11 -1 -12 16 -0 -11 22-3 -8
6 -2 -13 4 -10 -15 4 -10 -15 6 -2 -13 •
Plate Offsets( XYZ (2:0- 1- 14,Edge],[6:0- 1- 14,Edge] [90-0- 8,0 -3 -1] ...._. _. .. -_ _ - -_- . _... -_- -_. _ -- - _- ___ - -. -_- — _ --- ..,1_
LOADING (psf)
TCLL 30.8 SPACING 2 -0-0 CSI DEFL in (loc) Vdefl lid PLATES GRIP
•
(Ground Snow =40.0) Plates Increase 1.15 TC 0.64 Vert(LL) -0.42 9 -10 >634 240 • MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.95 Vert(TL) -0.84 9 -10 >317 180
Rep Stress Incr YES WB 0.79 Horz(TL) 0.97 6 nla n/a •
BCDL 10.0 Code IRC2003/TPI2002 (Matrix -M) - -- - Weight 100 Ib
LUMBER ----- - —__ -. _
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E Max Gray TOP CHORD WEBS WEBS
WEBS 2 X 4 SPF Stud *Except* 14 = 1407(LC 3) 15-20 = - 4165/249 5 -9 = - 747/417 6 -16 = - 58/1276
V63:2X4 SPF No.2
BRACING FORCES (lb) 6 -15 = - 1090/28 5-8 = 0/166
TOP CHORD Maximum Compression/Maximum Tension NOTES (11) Q ,
Structural wood sheathing directly applied or 3-8 -2 oc TOP CHORD 6 -7 = 0/101 3-9 = - 747/318 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; W
purlins.
1 -2 = 0/101 BCDL= 5.0psf; h =25ft; Cat. II; Exp 6; enclosed:
BOT CHORD BOT CHORD 3 -10 = 0/166 MWFRS (low -rise) gable end zone and C -C
Rigid ceiling directly applied or 2 -2-0 oc bracing. 2 -12 = - 1090/13 11 -13 = - 185/655 Exterior(2) -1 -7-0 to 1-4 -8, Interior(1) 1-4-8 to
2 -11 790/160 8 -1 -12, Exterior
( that Stabilizers and = - (2) 8 -1 -12 to 11 -1 -12, Interior(1)
MiTek recommends
required cross bracing be installed during truss 12 -17 = 4165/327 10 -13 = - 269/3611 14 -1 -12 to 20 -11-0 zone; cantilever left and right
• erection, in accordance with Stabilizer 12 -13 = - 1624/235 exposed ,C-C for members and forces & MWFRS
3 -17 = -4107/350 9 -10 = - 260/3643 for reactions shown; Lumber DOL =1.33 plate grip
Installation guide 11 -12 = - 1089/100 DOL =1.33
REACTIONS (lb/size) 3 -18 = - 3553/81 8 -9 = - 137/3643 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); _ q
11 = 1265/0 -2 -3 0-5-8 2 -13 = - 73/1276 Pf =30.8 psf (flat roof snow); Category II; Exp B; \
• 14 = 1265/0 -2 -3 05-8 4 -18 = -3483/102 8 -16 = - 145/3611 Partially Exp.; Ct =1.1
Max Horz 6-14 = - 790/147 3) Unbalanced snow loads have been considered
11 = - 218(LC 6) 4 -19 = - 3483/100 14 -16 = - 28/655 for this design.
Max Uplift 15 -16 = - 1624/180 4) This truss has been designed for greater of min
11 = - 222(LC 8) 5 -19 = - 3553/86 WEBS roof live load 0116.0 psf or 1.00 times flat roof load
14 = - 222(LC 9) 4 -9 = -3/3215 14 -15 = - 1089/92 of 30.8 psf on overhangs non-concurrent with other
Max Gray 5 -20 = - 4107/273 live loads. •
doll tinue on page 2 1407(LC 2) •
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s)
who owns a parcel on which he/she resides or intends 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
home owner."
The building, department for the City of Northampton wants person(s) who seek to use
the home owner exemption, to act as their own construction supervisor, to be aware that
by doing so you become responsible for compliance with state building codes and
regulations. The inspection process requires that the building department be called to
inspect work at various stages, which include foundation /footings (before backfill),
sonotube holes (before pour), a rough building inspection (before work is
ounce IIS i i i ' Uection T e building department requires these inspections before the work is concealed, failure to
secure these inspections can result in failure to obtain a certificate of occupancy
until the work can be inspected.
If the homeowner hires other trades to perform work (electrical, plumbing & gas) the
homeowner will be responsible to make sure that the trades hired secure their proper
jermits in conjunction to the building permit issued, and that they get their required
inspections. Failure of the individual trades to secure the permits and inspections as
required can DELAY the project until such time as the proper permits and inspections are
made
I, understand the above.
(Home owner /resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit
issued to me.
Date
Address of work
location
t
The Commonwealth of Massachusetts
.=.-.-...-1.----- Department of Indus Accidents •
z ==:- --.1117--=. , • Office of Investig,ations .
600 Washington Street
€ Sp= Z Boston, MA 02111
- -- -- df o ,
www.mass crov/dia
• -a ' -
-Workers' Compensation Insurance Affidavit Builders/Contractors/Electricians/plumbers
Applicant Information Please Print Legibly
Name (Business/Organizationfindivirinal): , :
Address: ,. .
City/State/Zip: - Phone.#:
Are you an employer? Check the appropriate box: • Type of project (required): ."
1.0 I am a employer with 4. 0 I am a getter-al contractor and I
6. 0 New construction
employees (full and/or part-time).*
have hired the sub-contractors
listed on the attached sheet 7. 0 R.emodelin
• g
213 I am a sole pz or partner-
ship and have no employees These sub-contractors have. .8. 0 Demolition
working for me in any capacity. ecraployees and have workers'
adition
_ comp.insurance.t _
[No workers' comp-. insurance
required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3. 0 I am a homeowner doing all work officers have 4xercised their .
t 11.0 Plumbing repairs or additions
myself. [No workers' comp. Hen Of exemption per MGL
12.0 Roof =pairs . •
insurance required.] t • c. 152, § 1(4), and we have no
se
..
mrploytlles. qiti vw) - " ----- - —
comp. unman ce recluired-i -
Any applicant .that checks box #1 must also fill out the section below showing their workers' compensation policy information.
t Homeowners who subrnit this affidavit inclicating they are doing all work and then hire outside contractors must submit anew 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-contractorshave employees, they must provide their workers' camp. policy number. -
l am an employer that is providing workers' compensation insurance for my einployees. Below is the policy and job site
information.
.
• ' - .
Insurance Company Name: .
• -
Policy # or Self-ins. Lic. II: Expiration Date:
Job Site Address: City/Stain/Zip:* • . I - .
Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date).
Failure to secure coverage as repited micteir Sectiiiii c. 152 can lead to the imposition of thirainal Penalties of a
fine up to 51,500.00 and/or one-year imptisonment, as well as civil penalties in the form of a STOP WOMORDER and a fine
of up to 5250.00 a day against the violator. Be advised that a copy of thi.s statement may be forwarded to the Office of
EiVb. iif the DIA for insurance coverage veiificatiOn. _ . ..„
_ I ITO hereb_y_certib under the pains and penaldes ofpedury that the infonnationprovidedaboveis_true_culd_corrpfl _
. _..... . . .
. .
Sienatare: ' . Date: • ,
Phone 0:
Official ttse only. Do not write in this drea, to be completed by city or townafficial
• City or Town:
"- Permit/License
Issuing Authority (circle one):
ft
—...... .... .
•
:1. Board of Health 2. Building Department 3. City/Town Clerk 4. ElectricalInspector 5. Plumbing Inspector
6. Other
Contact Person: '
Phone #: E-
SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder :
License Number
Address Expiration Date
Signature Telephone
a - : H ° 41 7 - 1E720ZZ Not Applicable ❑
Company Name Registration Number
Address Expiration Date
Telephone
SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L, c. 15Z § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
ne aw a e es U No ❑
The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families
and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts
as supervisor. CMR 780, Sixth Edition Section 108.3.5.1.
Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there
is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm
structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing El
Or Doors ❑
Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [[I Siding [O] Other [o]
Brief Description of Proposed Ab U 3 • -•
Work: TO EX1 t P6Rtrvcc ferkhit CAt <
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll - Sheet
sa f I I ho '1106 .add iii l l+ ti of iiIiii 1 ' the.fai + o:
a. Use of building : One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
r°
c. Is there a garage attached?
d. Proposed Square footage of new construction. �
,,
Dimensions
e. Number of stories? `.
f. Method of heating? ~ ... Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. '
„ MaSscheck Energy Compliance form attached?
r
h. Type of construction /
i. Is construction within 100 ft, of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? _ Yes No .
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN ,
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, , as Owner of the subject
property
hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
I as Owner /Authorized
Agent hereby decla that the statements and information on the foregoing application are true and accurate, to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
P J?
Print N me
- / Date
i to of Owner /Ag
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size 1 1 € 4— i i
Frontage ; 1 1 1 `
Setbacks Front 1
Side L:i i R:I I • L:1 R:' ` F
Rear
Building Height i
Bldg. Square Footage I"1 I% 1 1 1 - 1 i 1
Open Space Footage qq
(Lot area minus bldg & paved E, l 1 i i ! f •. I parking) -..
# of Parking Spaces .
Fill:__ .. .�
(volume & Location) 1
A. Has a Special Permit /VaFiatice /Finding ever been issued for /on the site?
NO 0 DONT KNOW 0 YES 0
IF YES, date issued:!
IF YES: Was the permit recorded at the Registry of Deeds? `
e .,
NO 0 DONT KNOW YES ,,,.
I
IF YES: enter Book 1 i Page; ' ,-,-
- 'and /or Document ft;
B. Does the site contain a brook, body of water or wetlands? '''',t4O ~ Q DONT KNOW Q YES Q
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 l NO 0
r
IF YES, describe size, type d location: 1
D. Are there any propos changes to or additions of signs intended for the property ? YES Q NO Q
I
IF YES, des a size, type and location: i
E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES ® NO 0
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
City of Northampton `�
Building Department
212 Main Street
- <:µ�
�,.
Room 100
{
Northampton, MA 01060 m ��£.�.
phone 413 - 587 -1240 Fax 413- 587 -1272 - 8'R { $ �
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH t ONE OR f Al!( DWELLING
4 >
SECTION 1., SITE INFORMATION
1.1 Property Address: ! --••-- '
I
Th is se ct o be compi by office
( '' W1 , ,A s 4 Map Lot Urn la
- rl 0
Zone Overy Dt
"mil
Elm St. District GC stnct B District
SECTION 2- PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
Name (Print) Current Mailing Address:
Telephone
Signature
2.2 Authorized Agent:
Name (Print)\ Current Mailing Address:
C I t3 •- ? 43 1
Signature Telephone
.... .... _ _........
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building (a) Building Permit Fee
2. Electrical (b) Estimated Construction Total Cost (6) of
from
3. Plumbing Building Permit Fee
4. Mechanical (HVAC) / 06 S ( b ° O
5. Fire Protection
6. Total = (1 + 2 + 3 + 4 + 5) Check Number
This Section For Official' Use Only
Date
Building Permit Number: Issued
Signature:
Building! Commissioner /lnspector of Buildings Date
•
File # BP- 2010 -0634
APPLICANT /CONTACT PERSON HENRY J SOUZA
ADDRESS/PHONE 24 OLD FERRY RD HOLYOKE (413) 949 -3431
PROPERTY LOCATION 62 SOUTH MAIN ST
MAP 23B PARCEL 079 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid Io
Tvpeof Construction: ENCLOSE FRONT PORCH TO LIVING AREA & ADD 2ND FLR (3
BEDROOMS/BATH) AMENDED 5/28/10 - ADD 3RD FLR TO EXISTING
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 087984
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IN FlAMATION PRESENTED:
Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND /OR Special Permit With Site Plan
Major Project: Site Plan AND /OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission _ Permit DPW Storm Water Management
Demolition Delay
<?//
Signature of Building Offic al 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.
62 AMU H MAIN ST ,a BP- 2010 -0634
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Bl9ck: 23B - 079 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADDITION BUILDING PERMIT
Permit # BP- 2010 -0634
Project # JS- 2010- 000448
Est. Cost: $98000.00
Fee: $454.50 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: HENRY J SOUZA 087984
Lot Size(sq. ft.): 10585.08 Owner: HOENER DONNA
Zoning: URB(100)/ Applicant: HENRY J SOUZA
AT: 62 SOUTH MAIN ST
Applicant Address: Phone: Insurance:
24 OLD FERRY RD (413) 949 -3431
HOLYOKEMA01040 ISSUED ON:6/1/2010 0:00:00
TO PERFORM THE FOLLOWING WORK: ENCLOSE FRONT PORCH TO LIVING AREA &
ADD 2ND FLR (3 BEDROOMS /BATH) ADD 3RD FLR TO
EXISTING(BEDRIVI /BATH)
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 6/1/2010 0:00:00 $454.50
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo
Key Beam® Calculations Keymark Engineering, Inc.
y 6707 Winchester Circle
10/22/09 Boulder, CO 80301
Phone: 303 - 443 -2068
06:02 PM EWPjobs @keymark.com
5 of 5
keyBeam® 4.504a Dave'1hib O Leader Deerfield 10 -21 -0.
kmBeamEngine 4.505e 62 S. Main St 1:19pm
Materials Database 982 Florance MA Seal: Massachusetts
Member Data
Description: Beam 2 Member Type: Beam Application: Floor
Lateral Bracing: Continuous Top
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: Beam 2
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 7' 0.00" 6' 0.00" 15 30 Live
Additional Uniform (PLF) 0' 0.00" 7' 0.00" 80 0 Live
Additional Uniform (PSF) 0' 0.00" 7' 0.00" 12' 6.00" 20 40 Snow
'n IT
/ /
7 0 0
700
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 3.500" 1.500" 3079# --
2 6' 6.750" Wall 3.500" 1.500" 3079# --
Maximum Load Case Reactions �, ttroRrxr<_
Used for applying point loads (a lire bads) to carrying members
1 1 # 59 1# 5 641# a ir ROBERT O.
2 1405# 591# 1641# - 8 BROCK r
Design spans CIVIL
6' 6.750" • ' NO.3
400 -"7. - ;;; T r ,
Product: 2.0 RigidLam LVL 1 -3/4 x 9 -1/2 2 ply /�
Component Member Design has Passed Design Checks."
Design assurnes continuous lateral bracing along the top chord.
Allowable Stress Design 23 Oot 2000
Actual Allowable Capacity Location Loading
Positive Moment 5051.'# 15065.'# 33% 3.28' Total Toad D +0.75(L +S)
Shear 2336.# 7265.# 32% 0.66' Total Toad D +0.75(L +S)
Max. Reaction 3079.# 9188.# 33% 0' Total load D +0.75(L +S)
TL Deflection 0.0783" 0.3281" U999+ 3.28' Total load D +0.75(L +S)
LL Deflection 0.0426" 0.2188" L/999+ 3.28' Total load 0.75(L +S)
Control: Positive Moment
DOLS: Live =100% Snow =115% Roof =125% Wind = 133%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
ev
Al product names are trademarks of their respective owners.
Copyright() 198g -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
This drawing is an :moral part of a Moor joist component cloument as defined in theattachted General Notes. This drawing is not
complete without the accampanyeg General Notes. The Engineer's Seal an this drawing indicates only that die floor joist component
shownon this drawetg meets applicable design criteria for Loads. Loafing Con/friwts, and Spansisted on this sheet. This design
names product i nst:Arbon according to themanufacarer's sperl8cado s.
Keymark Enamoring
Key Beam® Calculations Keymark Engineering, Inc.
y 6707 Winchester Circle
10/22/09
06:02 PM
Boulder, CO 80301
Phone: 303- 443 -2068
EWPjobs @keymark.com
4 of 5
eyBeam� 4.5U4a Dave'thib to Leader Deerfield 10-21- .
kmBeamEngine 4.505e 62 S. Main St 1:19pm
Materials Database 982 Florance MA Seal: Massachusetts
Member Data
Description: Beam 1 Member Type: Beam Application: Floor
Lateral Bracing: Continuous Top
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 20.8 PLF
Filename: Beam 1
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 36' 0.00" 12' 6.00" 15 30 Live
11' n T
/ / /
2080 0 1540 ®/
36 00
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 5.500" 1.500" 4942# --
2 20' 3.375" Wall 5.500" 2.492" 13084# --
3 35' 2.750" Wall 5.500" 1.500" 3485# - -
Maximum Load Case Reactions mot`
Used for applying point bads (o line bads) to canying members O
Dead Live F ROBERT 4:3
1 1687# 3255# o BROCK a
2 4672# 8412# v CIVIL
979# 2505# No_39334
Design spans . 4.4
20' 3.375" 14' 11.375" i'■ , ' / Am
4111 / , e - /rir
Product: 2.0 RigidLam LVL 1 -314 x 11 -7/8 4 ply
Component Member Design has Passed Design Checks."' 23 Oct 2009
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 20898.'# 41403.'# 50% 8.11' Odd Spans D +L
Negative Moment 24178.'# 41403.'# 58% 20.28' Total load D +L
Negative Unbrcd 24178.'# 41032.'# 58% 20.28' Total Toad D +L
Shear 6530.# 15794.# 41% 20.05' Total load D +L
Max. Reaction 13084.# 28875.# 45% 20.28' Total load D +L
TL Deflection 0.6935" 1.0141" L/350 9.13' Odd Spans D +L
LL Deflection 0.4804" 0.6760" U506 9.13' Odd Spans L
Control: LL Deflection
DOLs: Live =100% Snow =115% Roof =125% Wind =133%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
remark
Ai product names are trademarks of their respective owners.
Copyright0 1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. 1
This drawing is an integral part of a floor joist component document as defined in theattached General Notes. This drawing is not
complete without the accompanying General Notes. The Engineers Seal on this drawing ihdrates only that to floor joist component
shownon this drawing meets applicable design criteria for Loads. Loading Conditions. and Spansksted on this sheet. This design
assumes product installation according to damanufacerer's specifications
Keymark Engineering
kik\ PLAN BOOK 48 PAGE 12
it � -
p +- J
6ARA6E
1.
1.5 STORY LOCUS REFERENCE
M/F BOOK 1520 PAGE 336
PLAN BOOK 35 PAGE 75
U 74 ••/- ..
SOUTH MAIN STREET
•
•
ENERGY CONSERVATION APPLICATION FORM FOR
LOW -RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS
780 CMR Appendix J
Applicant Name: mv14 k vue Site Address: (04 50u C .
Applicant Address: — 'r �� ; 'f . City /Town: r \ r�Qv.L( U p t cl,
lovv.vi i1 C1.0 Use Group:
Date of Application: ( „ e` 0 _
Applicant Phone: Applicant Signature: -
Compliance Path (check one):
j. Prescriptive Package (Limited to 1- or 2- family wood frame buildings heated with fossil fuels only)
Package (A through KK from Table J5.2.1b): Heating Degree Days (HDD from Table J5.2.1a:
(For items d. through i., fill in all values that apply from Table J5.2.1b :)
a. Gross Wall Area a5-3 b sq.ft f. Wall R -value R- 1 e t
b. Glazing Area I ''t 0 sq.ft. g. Floor R -value R - 3 t�
c. Glazing % (100 x b _ a) c + i % h. Basement wall R- r 3
d. Glazing U -value U- i. Slab Perimeter R-
e. Ceiling R -value R- ?, j. Heating AFUE
❑ Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only)
Climate Zone (from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 Zone 14
Attach Trade -Off Worksheet from Appendix J, [and HVAC Trade -Off Worksheet, if applicable]
❑ MAScheck Software
Attach Compliance Report and Inspection Checklist printouts
❑ Home Energy Rating System Evaluation
Attach Home Energy Rating Certificate (HERS rating score must be 83 or higher)
❑ Systems Analysis OR ❑ Renewable Energy Sources
Attach Mass Registered Architect or Engineer Analysis
ALTERNATIVE FOR ADDITIONS ONLY:
a. Gross Wall + Ceiling Area sq.ft. b. Glazing Area' sq.ft. c. Glazing % (100 x b ± a)
fl ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below:
MAXIMUM U -value MINIMUM R- Values
Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter, Depth
0.39' R -37 R -13 R -19 R -10 R -10, 4 ft
1 Glazing Area may be either Rough Opening or Unit dimensions.
2 Based on NFRC listing. Applies either to every unit, or to area - weighted average of all units.
3 R -30 ceiling insulation may be used in place of R -37 if the insulation achieves the full R -value over the entire ceiling area
(i.e.- not compressed over exterior walls, and including any access openings.)
❑ "SUNROOM" addition (greater than 40% glazing -to -wall and ceiling gross area)
Attach "Consumer Information Form" from 780 CMR Appendix B.
Official's Name: Official's Signature:
Application Approved ❑ Denied ❑ Date of Approval /Denial:
Reason(s) for Denial: (provide additional details as needed on back side)
G= - TILE.- v= A:C7y1Nr L ^i5 c�^'QNS h. ___ �t �
liicFGs% ?Z=
tier .1:741a:m, M. Glace
HO M T O: Y E N2 VP 3 c f Nr11.5/I EDGE NIT
1 The State o >i user.Ls allows the homeowner the rich under % hOC. 108_3.4 to '
2(.71: c"=. ILL :ad: ConS`uruCEJC Sip : : :f.a . 1 `e slat::: deEr.eS - Homeowner' as, "Person(s)
rvi± OWES a parcel on which hef'she resides or intends to be a one' or two ft ra:T
1 Ci3 llL ° .� c structures ce soi to - h c use T e$. A
7 J a ed or r" Ld G' L' I.�CL� .,.. CC' S and/or Or �TJ. JL: t��LLr'
person w constructs more than one home in a two-year pered si not be considered a
home owner."
use 'i E�:..''- =de£ e IGr the CIty' of Norf ?'•z ^ pton v c_ is any pe :m() "who seek to
use the home r" 'mil r • cn sup r i i or to b wre
.. OT.vnZ. Gvia..u:LC:vti, to a as then own iiJL$L .;..:;J... �,....�, '� - :�;�
'27-at by Cain so you become responsible for compliance with state bulldinz code
and regulations_ Tre 'irspection pr ces.s rimes that the builGInt: dep arient be wed
to insect worms v21'i0LIS saes, which include foundat;on/foo# 2s (before bsc1d 11).
sac otn be holes (before your). a rotrZn b insuect`or (before work is -
cs e .. d. -i ectic_n. recuir and a {na k io =r,� ir:snertion. The
build:ma' cep &ent requires these inspections before the v'o is concealed, failure to secure - 1 - ile insne ons can r in failure to obtain a certificate of occunancv
u ? sic -i" + - .. ...
I the hr eowlae, -)-ire ether trades to per form work (electcr. plumbing. & gas) the
ncn^:eo weer - will be responsible to make sure r t* the t ^rtes hired secure their proper
pernLts in ccn}unct on to the building permit issued, and that they% get their required ,
inspections_ Failure of to i.ldividu2i trades to sere the permits and irispecz ens as
requr ed can DELAY the prole✓ un`i such tie as the proper pe:- and inspections are
r-� e+e .
-- — — - — , . riders -mod the above.
T (Hpme owner !resident's signature requesdn? exe.niption)
I w l to schedule all r. red but tc . ir..yecticrs necessary for the b-ildin` per: ✓
J
i ssued to .,-. .
Date _
Add - s
e _ca; Ctior' _ - _
locatiot
Office of lnvestib ations
, '=_. 600 Wasrtington Street
y '7- ^ r Boston, MA 02111
..., _,` www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
.A rolicant Information Please Print Lesi.bly
Name (Business1 Orzanization /In di vi . t ^
c ` o o , ) •� �, 1 .�XR�JL t�'LC UZ l •. \ U • , 1 'C- O- % ' VI —
n om,., ss. C 4' if ! h • \ I IA
Cit i /S tate /Zip: Phone #: LI 3 -9 el - 34-13/
Are you an employer? Check the appropriate box: Type of project (required):
.ESI ann a employer- Willi 4. ❑ I am a general contractor and I 6. ❑ New construction
_ employees (full and./or part - time). T 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
o g
worlcin�? for me in any capacity. y Q addition
[N employees and have workers'
o workers' comp. insurance comp. insurance.- 9. 0 Buildin
I required.] 5. ❑ We are a corporation and its 10.0 EIectrical repairs or additions
3. ❑ I arn a homeowner doino all work officers have exercised their 11.0 PIumbina repairs or additions
myself: [No workers' comp. rig of exemption per �iGL 12. Roof repairs
insurance required.] ' c. 152, § 1(4), and we have no
employees. [No workers' 13.0 Other
comp. insurance required.]
'Any applicant that checks box T1 must also fill out the section below showing their workers' compensation policy information.
Ho meowne.s who submit this affidavit indicating they are doing all work and then hire outsidecontractots must submit a new affidavit indicaringsuch.
Contractor that check this box must attached an additional sheet showing the name of the sub- conn'actots and state whether or not those entities have
employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. .
1 am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: 4 _. { i _ C .—
Policv _ or Self -ins. Lic. : 0 O-/ g .Expiration Date: _I —1 -- ( C)
Job Site Address; (0) -pu+-n MG( i_t4 5 . City /StatelZip: -f- (a Y\Q v.0 Q lit , b i o 6 D
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
tine up to 31,500.00 andior one-year imprisonment, as w as civil penalties in the fore of a STOP WORK ORDER and a fine
of up to 3250.00 a day a_� ;nsr thle violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance co`ieraae verification.
1 do hereby cer unde - rrdfies -e ju sl-the information provided above is true and correct.
Signature: r _ Dates: - 1 -
Pone . ( -( 1 — 9 — cf 3 j
�tLat. "z ei use ee..uizl.`._.D.a_� fit 1-}lift' in his to b_eomplered by city or town o cial
_
City or Town: Permit/License -
f Ii
Issuing Authority (circle one): it
1. Board of e—iltn 2. •milt'in'g De 'artmeni ., Cjrv; T own Clerk 4. Electrical Inspector _. Plumb? Ins et fo it
1 6. Other
Coo ? Phone 4: .1
-
SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder : 4`2 ."+r' cA 3 CO cr7A 00 7 `r' ' r ci
License Number
i9 6 I CI `PC.(. 1440, o i e cio (
Add ss Expiration Date
�.. t3 ( tL / -3Li31
Sign re \ Telephone
9. Registered Home Improvement Contractor: Not Applicable ❑
Company Name U U Registration Number
21 o LCI c'1ce LNIG - 010440 Address Expiration Date
Telephone LI / 3 -`r' yq - 3131 ` O , `o t
—
SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes 1 No ❑
11. - Home Owner Exemption
The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families
and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts
as supervisor. CMR 780, Sixth Edition Section 108.3.5.1.
Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there
is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm
structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official. that he /she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) J. Roofing '0,
Or Doors tig,
Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding P54 Other [0]
Brief Description of Pro osed p A _ 1 t;1` _
ci -
Work: cu -�v�k 0 4. t-L LA e,..3 .r4 4-0 t»rI„r�lr Lx& SItI""_ r v4 P eN i 44-M +c \ 'S L.•
Alteration of existing bedroom X Yes No Adding new bedroom X Yes No
Attached Narrative Renovating unfinished basement Yes X No
Plans Attached Roll - Sheet
6a. If New house and or addition to existing housing, complete the following:
a. Use of building : One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms a
c. Is there a garage attached? 14 d
d. Proposed Square footage of new construction. f l 1 Dimensions
e. Number of stories? a
f. Method of heating? i C Lt c 11„1 I ���5 Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? (. 1 d ti
h. Type of construction ii) t b) rr w
i. Is construction within 100 ft. of wetlands? Yes .!` No. Is construction within 100 yr. floodplain Yes X No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? X Yes _ No .
I. Septic Tank City Sewer x Private well City water Supply X
SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, � , V•3 c'— Q-'C , as Owner of the subject
property
hereby autri e .. , 0v2
to act on y half, in all matters relative to work authorized by this building permit application.
"Signature of Owner Date
I, 'may. ` ?._G._- , as Owner /Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
P rin -Name
Signs re of 0wne gent Date
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size ° C"S1 f4 ,a-1
Frontage (QG, v
Setbacks Front t ttg?'
Side L:AftS R: 1 7 � L :Sa5R: 11 /5 /5
Rear ( v 7 ' ��'s 21r)
Building Height /
gig ;Pi oyy,
Bldg. Square Footage t 1800
Open Space Footage
(Lot area minus bldg & paved (9 (V9 tc (QCV
parking)
# 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 ►2) YES
IF YES: enter Book Page and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO Ij 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 41
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO "4
IF YES, describe size, type and location:
E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES ® NO
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
Department use only
City of Northampton Status of Permit:
Building Department Curb Cut/Driveway Permit
212 Main Street Sewer /Septic Availability
Room 100 Water/Well Availability
r\ ^r,`) Northampton, MA 01060 Two Sets of Structural Plans
p hone 413 - 587 -1240 Fax 413 - 587 -1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1.1 Property Address: (0), 30 c (iN4c vi S •i� . This section to be completed by office
i G cev1 Map Lot Unit
Zone Overlay District
Elm St. District CB District
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record: i ( i t
1J d try ll q (o� (~ �"t v � ` C� IQ `�-G� t''r` � 1 o Le u _ U t' D � f
Name (Print) Current Mailing Address: t
cs r� _ , t 3 – a� 5 – la t (c i — L C t3 $3C, –? 3 ) 3
f �� r. Telephone
Signature
2.2 Authorized Agent:
9'1 C' Ic . 0/ O 4fc
Na - (Print) s Current Mailing Address:
t (t 3 - ciLl Y - 3 `i 3 (
: re • Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building (a) Building Permit Fee
2. Electrical (b) Estimated Total Cost of
15
0° Construction from (6)
3. Plumbing Building Permit Fee
r r t , G O O,
4. Mechanical (HVAC)
5. Fire Protection , D Q
6. Total = (1 + 2 + 3 + 4 + 5) r {� 00 . LI Check Number //1 p/545d
This Section For Official Use Only
Permit Number: Date
Building Issued:
Signature:
Building Commissioner /Inspector of Buildings Date
* The Commonwealth of Massachusetts
I
City of Northampton
Certificate of Occupancy
In accordance with 780 CMR, Section 120.0 (The Seventh Edition of the Massachusetts State Building Code with 2009 IECC)
this Certificate of Occupancy is issued to the premise or structure or part thereof as herein identified.
Identify Name of Building of Space Within, Building Owner, or Permit Holder I Certificate No.
Issued to
Henry Souza BP- 2010 -0634
Identify property address including street number, name, city or town and county
Located at
62 South Main Street
Florence, Hampshire, Massachusetts
Use Group
Classification(s) Single Family Residential
This Certificate of Occupancy is hereby issued by the undersigned to certify that the premise, structure or portion thereof as herein specified has been inspected for
general fire and life safety features. This certificate shall allow for the use as herein described and in conformance with any and all conditions as identified below. It
shall be posted in a conspicuous place within the space as directed by the undersigned. Failure to post the certificate, failure to comply with conditions or, tampering
with the contents of the certificate is strictly prohibited.
Conditions of Use Single Family Home - Safety and Structural Systems must be maintained.
Name of Municipal Date of Final Map /Plot:
Building Official Charles Miller Inspection 06/07/11
Signature of Municipal 2
Date of n
Building Official Issuance 06/07/11 3B -U79
(�'
P •y 0:ii ! artliampf rin
1 r " assar4i srtfs
• �s si
mom: DEPARTMENT OF BUILDDti'G IIISPECTIONS
INSPECTOR 212 Main Street 0 -Municipal Building
Northampton, MA 01060
LOCATION lP \-30 k I to St M 0- 61 0 4, 7
SQUARE FOOTAGE AMOUNT
BASEMENT @ . 20
1 FLOOR @ .50 f 0 5 542 - �a
•
2 FLR @:30 • zio ./9
'/_ FLOORS, FINISH ATTIC, GARAGE @ .20
DECK/PORCHES @ :20
TOTAL. ( 0 2 7 1 (< •��
•
File # BP- 2010 -0634
APPLICANT /CONTACT PERSON HENRY J SOUZA
ADDRESS /PHONE 24 OLD FERRY RD HOLYOKE (413) 949 -3431
PROPERTY LOCATION 62 SOUTH MAIN ST
MAP 23B PARCEL 079 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out ,�/�� �� ?r / ✓��.-
Fee Paid /� T '77�
Typeof Construction: ENCLOSE FRONT PORCH TO LIVING AREA & ADD 2ND FLR (3
BEDROOMS /BATH)
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 087984
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFQRMATION PRESENTED:
Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND /OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health _ Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
! P4 o
Signature of Buil g 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.
MAIN ST "° BP- 2010 -0634
GIS #: COMMONWEALTH OF MASSACHUSETTS
- 479 ' CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADDITION BUILDING PERMIT
Permit # BP- 2010 -0634
Proiect # JS- 2010 - 000448
Est. Cost: $98000.00
Fee: $244.50 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: HENRY J SOUZA 087984
Lot Size(sq. ft.): 10585.08 Owner: HOENER DONNA
Zoning: URB(100)/ Applicant: HENRY J SOUZA
AT: 62 SOUTH MAIN ST
Applicant Address: Phone: Insurance:
24 OLD FERRY RD (413) 949 -3431
HOLYOKEMA01040 ISSUED 0N:1/14/2010 0:00:00
TO PERFORM THE FOLLOWING WORK: ENCLOSE FRONT PORCH TO LIVING AREA &
ADD 2ND FLR (3 BEDROOMS /BATH)
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 1/14/2010 0:00:00 $244.50
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo