37-097 Job . I Truss ? Truss Type I Qty — ' ',Ply IBOTT /LERNER
11535 V3 I ROOF TRUSS 11 1 1
t I _ I ' Job Referencejo tional
Truss Engineering Corp., Indian Orchard, MA 01151 g
6.200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:32 2005 Page 1
0 -0-0 3 -0-0 3 -0-0 3 -0-0 6 -0-0
3x4 MI120= Scale = 1:12.5
2
l i
8.00 12 P
T 1
. uo
q
N
3
1
All■ Alb.
Ilpr
ao 1
o iD i!i•i •i•iO•i •i •i•i•i i•i•i.*i•i i�i•i•i•i�i i i•i*i•i•i•i•i•i•i•i•i•i•i •i•i•i•i•i,i•iO•i•:•i **i•i•* i i�*iiOiti:O::i:i:i:i:i:::::;+:0::O:4O+:i:i:+:4i:iO:O4:+: 0
OOiOOOO:000O�OOi:OOOOOOi .00O:OO::OiO4:O: Oi:iO•i:iO:ii.O:i iOO.Oi:i .•. i OHO O:O:O:iOO:i O� .O�00�OOO�Oi�OiOO OOi4�OO�iO�O�ODO:O�O :OOO
O OOJ� O:i:Oi OOO:O:i:OO:O:O:OO i i:Pi .0::40:0:0:00:0 i:OOi ODi:::i i .:0: i:OPi i O: i:OO:O:OOi :O:O:OOO:Oi i .00:OOiOOOe
:::: :O::::
i :i i : :::::::* OOO : O �Oi O OOi 000:0 :i O: :i i :Oi : :i :i i Di :D : .*iO O J� . i i Oi . i
:�. �. �. ....�: .d.....�.L .: :
M .: :i : X:00 i . 0
�O i . : : O:
O�J� :: :
�� i :. : : i : i : � i ..00 .:.'J� �4.004�� X00 .O �� .�JJ� O i � �OO.O �OO.000�: DOi '
i
2x4 MII20- 1.5x4 MI120 I I 2x4 M1120--
0 -0-0 6 -0-0 -J -0
I 6 -0-0
LOADING (psf) 1 SPACING 2 -0-0 , CSI I DEFL in (loc) I /defl Ud PLATES GRIP
TCLL 35.0 1 Plates Increase 1.15 i TC 0.17 I Vert(LL) n/a n/a 999 M1120 197/144
TCDL 10.0 I Lumber Increase 1.15 BC 0.05 I Vert(TL) n/a - n/a 999
BCLL 0.0 * I Rep Stress Ina YES I WB 0.04 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 I Code BOCA/ANSI95 (Matrix) j Weight: 16Ib
-1
LUMBER
TOP CHORD 2 X 4 SPF No.2 BOT CHORD
BOT CHORD 2 X 4 SPF No.2 3-4 = -17/35
OTHERS 2 X 4 SPF Stud WEBS i
2-4 = - 184/59
BRACING /�
TOP CHORD NOTES (6) f
Sheathed or 6 -0 -0 oc pudins. 1) Unbalanced roof live loads have been considered for this design.
BOT CHORD 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C; 1, -+e ./
Rigid ceiling directly applied or 10 -0 -0 oc bracing. enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 , i�
plate grip DOL= 1.33._'
REACTIONS (Ib /size) 3) Gable requires continuous bottom chord bearing. , a
1 = 158/6 -0 -0 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all
3 = 158/6 -0 -0 areas where a rectangle 3 -6 -0 tall by 1 -0-0 wide will fit between the bottom chord and any C i/ `E
4 = 248/6 -0 -0 other members. m's
Max Harz 5) Provide mechanical connection (by others) of truss to bearing plate capable of / -. 1
1 = 66(load case 3) withstanding 50 Ib uplift at joint 1, 58 Ib uplift at joint 3 and 27 Ib uplift at joint 4.
Max Uplift 6) All Plates 20 Gauge Unless Noted i ° ` . 2 'I �'/ r ) '
1 = -50(load case 4) i` te r ' „, �
3 = 58(load case 5) r c
4 = - 27(load case 4) - jj \ ,.,
JiN-4, E
FORCES (Ib) - Maximum Compression /Maximum Tension rrr - , - ... ; P
TOP CHORD
1 -2 = -93/50 2 -3 = -93/37
BOT CHORD
1 -4 = -17/35
Job _... Truss - - 1 Truss Type — -..._. _ i Qty Ply .__ - -- (P �—__
11535 V2 ROOF TRUSS 1 1 I I I BO LERNER
Truss Engineering Corp., Indian Orchard, MA 01151 6200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:31 2005 Page 1
0 -0-0 5 -0-0 5 -0-0 5 -0-0 10 -0-0
3x7 MI120= Scale = 1:18.4
2
Mgli
8.00 FIT
T 1
.
3
1
ro W 3 m
va :4 :, v� v:44 v ,: 4 v :::: vim: 240:0 vas : :44 vv v : , :.:4 • • , 0:44+:44.:44,:40:444+,,,,:+4., � 0
° ! OOO�O�i�iOO�i�i�iOOO�iOO�i�iO�Oi���OOOiOO�iOOvO�Oi�i�i�i :
i�i�iOO�i�OOOiO�i�OiOOO�i�i�i�i�iOOO�000P��OOOiO�� Oi�iOOOO�Oi���OOOi�OOOi
•::4" :44 :44+:0: :::::: 440: *:+: :40::*::::+:4+: :44 4 +:4+: 444444444444+:4444444+:*:::•*:
: yA4::: Q: S' imwo! .00wy::w...ww.44:4444ez:! www::: �wew.4OOOiw.mme...weAvAmt.t.v.t.w.m.m.A.m.te.w.w.v....m.w.....w.t.m.t•
3x5 MII20-- 1.5x4 MI120 I I 3x5 MII20--
0 -0-0 10-0-0
10 -0-0
I
10 -0-0
LOADING 1 CSI DEFL in
(psf) SPACING 2 -0 -0 (loc) I /deFl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.32 Vert(LL) n/a - n/a 999 ! MI120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.22 Vert(TL) n/a - n/a 999
BCLL 0.0 ' 1 Rep Stress lncr YES WB 0.10 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code BOCAANSI95 (Matrix) Weight: 27 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 FORCES (Ib) - Maximum Compression /Maximum Tension
BOT CHORD 2 X 4 SPF No.2 TOP CHORD
OTHERS 2 X 4 SPF Stud 1 -2 = - 191/89 2 -3 = - 191/65
BOT CHORD
BRACING 1-4 = -31/77 3-4 = -31/77
TOP CHORD WEBS
Sheathed or 6-0-0 oc purlins. 2-4 = - 364/119
BOT CHORD ,!„„„0:1,...1.‘
Rigid ceiling directly applied or 10 -0 -0 oc bracing. NOTES (6) -..›."-...--- r ry � `
1) Unbalanced roof live loads have been considered for this design. t,
REACTIONS (Ib /size) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C; _ Sfi
1 = 240/10 -0 -0 enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 -
3 = 240/10 -0 -0 plate grip DOL =1.33.
4 = 524/10 -0 -0 3) Gable requires continuous bottom chord bearing. `1 ; \L
Max Horz 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all -Z--
1 = - 118(load case 2) areas where a rectangle 3 -6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
Max Uplift other members. ..
1 = -65 load case 4) 5) Provide mechanical connection (by others) of truss to bearing plate capable of
( ) ) (Y ) 9P P 1 , o \
3 = - 78(Ioad case 5) withstanding 65 Ib uplift at joint 1, 78 Ib uplift at joint 3 and 98 Ib uplift at joint 4. �
4 = - 98(load case 4) 6) All Plates 20 Gauge Unless Noted C',
Max Gray
1 = 241(load case 6)
3 = 241(load case 7) r
4 = 524(load case 1)
11535 Vi ROOF Type I TRUSS 1 y 1 1Ply 1 BOTT / LERNER
_ -. I ii
1
Job Reference {optio
Truss Engineering Corp., Indian Orchard, MA 01151 6.200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:31 2005 Page 1
0 -0-0 7 -0-0 14 -0-0
7 -0-0 7 -0-0 I
3x4 MI120— Scale = 1:24.3'1,
I
3
in
8.00112 1.5x4 MI120 I I
1.5x4 MI120 I I
p 4
T 1
v 1
1 i
A l i
5
III A■
° . ••••••••r.-.•vc.•vrry •mo r�•••••rr v' • �•r •••'v�• ••v v tx o
•� xn• x v v• vvv�•rvv� 3 •••;•v ;; ;•j••vr ; ;;;; ������g v •r�•vvv vvr••v.•••r••••••vvvv ✓�•••.o ••••••• '
o � PO�OO PO' P' OO� �
O ' O O � � ' OPP OPO �OOV•00O0V.V•OiO.O
�OOOi�iO4 P�OO'P� • • 00�0'� 0�.. • • Oi Oi OOO�O'OOOi'O��POODOPi OOO�O'O� OOOO����O��i a
iO i•. �• �iOO•i�i•.�•O��JPOOO.00�i� i �
O 0010• iO! i�•S•i• H��
OO.00OO : i�i
� O O .i :.:. .. :OO.ii.•O�.iOO •i � ��i�JdJOi• Oi�ii4• iiOO�i�ODi� •�i�iii•O.O�iiOO�iO�i�i�i�.�
::::::....•: : :::**•::• ::: i :: *:; ::• :* :* :•::•::: : : :::*:::: ❖::::: * :::•::: �::.':.❖.:. : *:..❖•.: :. :. :.. ❖J. ❖... -.• .M:f•:•:•J:•:•.V. i.M.:4 .444 W4.W.:440:4
3x4 MI120 -,.% 1.5x4 MI120 II 1.5x4 MI120 II 1.5x4 M112011 3x4 MII20J
0 -0-0 14 -0-0
14 -0-0
14 -0-0
TCLL 35.0 Vert(LL) i Plates Increase 1.15 TC 0.17 1 Vert LL n/a ( > n/a 999
LOADING s SPACING 2 -0 0 CSI DEFL in loc I /defl Ud PLATES GRIP
I � ( 197/144 II
TCDL 10.0 * Lumber Increase 1.15 BC 0.12 I Vert(TL) n/a - n/a 999 A
M1120 19
BCLL 0.0 Rep Stress Incr YES WB 0.09 1 Horz(TL) 0.00 5 n/a n/a ,
BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 44 lb
LUMBER 5) Provide mechanical connection (by others) of truss to bearing plate capable of
TOP CHORD 2 X 4 SPF No.2 Max Gray withstanding 37 Ib uplift at joint 1, 18 Ib uplift at joint 5, 219 Ib uplift at joint 6 and 220 Ib
BOT CHORD 2 X 4 SPF No.2 5 = 181(load case 1) uplift at joint 8.
OTHERS 2 X 4 SPF Stud 7 = 226(load case 1) 6) All Plates 20 Gauge Unless Noted
6 = 436(load case 7)
BRACING 8 = 436(Ioad case 6)
TOP CHORD
Sheathed or 6 -0 -0 oc purlins. FORCES (Ib) - Maximum Compression /Maximum Tension
BOT CHORD TOP CHORD ,.----")
Rigid ceiling directly applied or 10 -0 -0 oc bracing. 1 -2 = - 124/108 2 -3 = - 127/129 3-4 = - 127/109
4 -5 = - 124/72 } • "'
REACTIONS (lb/size) BOT CHORD -.>:',--.. 2. i(q ; ,
1 = 181/14 -0 -0 1 -8 = -36/94 7 -8 = - 36/94 6-7 = - 36/94 ,,- � - -./_. '
5 = 181/14 -0 -0 5 -6 = -36/94 f
7 = 226/14 -0 -0 WEBS Z /, �`
6 = 428/14 -0 -0 3 -7 = - 190/15 4 -6 = - 336/235 2 -8 = - 336/235 1�,/,. ............- �,,�
8 = 428/14 -0 -0 r / ' ` j
Max Horz NOTES (6) //
1 = - 169(load case 2) 1) Unbalanced roof live loads have been considered for this design.,.
Max Uplift 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C; . !1
1 = - 37(load case 5) enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33
5 = - 18(Ioad case 4) plate grip DOL =1.33. _ i,
h
6 = - 219(load case 5) 3) Gable requires continuous bottom chord bearing. ' ...
8 = - 220(load case 4) 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all
Max Gray areas where a rectangle 3 -6 -0 tall by 1 -0 -0 wide will fit between the bottom chord and any
1 = 181(load case 1) other members.
. T3GE ROOF TRUSS 1 Qty - ' — —
Job Truss Truss Type Qt Ply BO / LERNER
- - _ Reference g
II � 1 Job (optional)_
11535
Truss Engineering Corp., Indian Orchard, MA 01151 6.200 s Mar 5 2005 MiTek Irrdustnes, Inc. Mon Jun 13 15:36:31 2005 Page 2
NOTES (9)
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas
where a rectangle 3 -6 -0 tall by 1 -0 -0 wide will fit between the bottom chord and any other
members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 69 Ib uplift at joint 1, 16 Ib uplift at joint 11, 105 Ib uplift at joint 17, 116 Ib uplift
at joint 18, 107 Ib uplift at joint 19, 133 Ib uplift at joint 20, 101 lb uplift at joint 15, 117 Ib uplift
at joint 14, 107 Ib uplift at joint 13 and 132 Ib uplift at joint 12.
9) All Plates 20 Gauge Unless Noted
I I
a
,
\ n1
' I
Job - - -._ i
,Truss I -- - - - - -- ._ - - -- - - - - - -- - Qty Piy - - -- . BOTT /LERNER
11535 T3GE ROOF TRUSS ,1 l 1 Job Reference (optionas )
Truss Engineering Corp., Indian Orchard, MA 01151 6.200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:30 2005 Page 1
0 -0-0 10 -0-0 20-0-0
10 -0-0
3x4 M1120= Scale = 1:34.8'
6
E
5 7
8.00 12 •
4 8
m
_ o
I I r 9
3
2 10 • Ili
■ ■ 1 ■ ■ 11
1
i I:
m
1 ■
•
❖..e . . ❖ ' • • • •
. ❖.. :.:4 .... . .. ❖ . • .. 4. ..., .. • • •
.• O . O .. . ..0 . ,...gA . 000 0 . .000 0•O . ❖. O ❖ ,0 0 •, . ,,00 0 •,00„ O O O ; O ,..O, , OO J .,;•; : : ::: .yy- �:,.a:'_n- .i.,.
.•.. -, -- 3x4 MII20 -, e• . ee.........•, ... ❖..e. .. .. ❖........•.•.• ..•.......• .• ....... ❖❖. ❖.•. ❖. ❖.•o. S• ... ❖. ❖. ❖..•.•.❖ ❖ .•. ❖. ❖. ❖. ❖.•..o... ❖o..•........ t
3x4 M1120 = \VZ ,
C�
0 -0-0 20 -0-0 . '72 �`,.
20 -0-0 -^�
_ 20 -0-0
! - _. -_ - -- - _ - -_-- - - — -- -- -- -- - --- -- - - --- _.. _. — - .
7 T — — a1; t T r
TCLL 35.0 Plates Increase 1.15 TC 0.11 Vert(LL) n/a n/a 999 PLATES GRIP -' y J
LOADING (psf) SPACING 2 -0 -0 1 CSI DEFL in (loc) Udefl Lid I •
MI120 197/144 i
TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) Na Na 999
BCLL 0.0 • Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 11 n/a n/a r te/
BCDL 10.0 Code BOCAANSI95 (Matrix) Weight 87 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 Max Uplift TOP CHORD
BOT CHORD 2 X 4 SPF No.2 11 = - 16(load case 3) 2 -3 = - 171/147 3 -4 = - 117/140 4 -5 = - 84/163
OTHERS 2 X 4 SPF Stud 17 = - 105(load case 4) 5-6 = - 83/200 6 -7 = - 83/185 7 -8 = - 84/109
18 = - 116(load case 4) 8 -9 = -83/60 9 -10 = -85/55 10 -11 = - 157/64
BRACING 19 = - 107(Ioad case 4) BOT CHORD
TOP CHORD 20 = - 133(load case 4) 1 -20 = - 51/158 19 -20 = - 51/158 18 -19 = - 51/158
Sheathed or 6 -0 -0 oc purlins. 15 = - 101(load case 5) 17 -18 = - 51/158 16 -17 = - 51/158 15 -16 = - 51/158
BOT CHORD 14 = - 117(toad case 5) 14 -15 = - 51/158 13 -14 = - 51/158 12 -13 = - 51/158
Rigid ceiling directly applied or 10 -0 -0 oc bracing. 13 = - 107(load case 5) 11 -12 = - 51/158
12 = - 132(load case 5) WEBS
REACTIONS (lb /size) Max Gray 6 -16 = -144/0 5 -17 = - 187/125 4 -18 = - 181/135
1 = 106/20 -0 -0 1 = 120(load case 3) 3 -19 = - 177/129 2 -20 = - 192/143 7 -15 = - 187/122
11 = 106/20 -0 -0 11 = 106(load case 1) 8 -14 = - 181/137 9 -13 = - 177/129 10 -12 = - 192/142
16 = 261/20 -0 -0 16 = 261(load case 1)
17 = 304/20 -0 -0 17 = 312(load case 6) NOTES (9)
18 = 262/20 -0 -0 18 = 262(load case 1) 1) Unbalanced roof live loads have been considered for this design.
19 = 207/20 -0 -0 19 = 207(load case 6) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category II; Exp C;
20 = 250/20 -0 -0 20 = 250(load case 6) enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33
15 = 304/20 -0 -0 15 = 312(load case 7) plate grip DOL =1.33.
14 = 262/20 -0 -0 14 = 262(toad case 1) 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to
13 = 207/20 -0 -0 13 = 207(load case 7) wind (normal to the face), see MiTek "Standard Gable End Detail"
12 = 250/20 -0 -0 12 = 250(load case 7) 4) All plates are 1.5x4 M1120 unless otherwise indicated.
Max Horz 5) Gable requires continuous bottom chord bearing.
1 = - 260(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension 6) Gable studs spaced at 2 -0 -0 oc.
i Max Uplift TOP CHORD
i 1 = - 69(load case 2) 1 -2 = - 232/158
Continued on page 2
Job Truss Truss Type -- --._ —. .._ -- - -- Qty___ v ...- -Pl
BOTT / LERNER
11535 !T3 i ROOF TRUSS 16 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 6.200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:30 2005 Page 1
0 -0-0 5-3-3 10 -0-0 14 -8 -13 20 -0-0
5-3-3 4-8-13 4-8 -13 5-3-3
3x5 MI120= Scale = 1:37.2
4
VANN 8.00 12 4x4 II20-:
Y 5
m 3
•
,/ W3 W3
1.5x4 M1120 I 1.5x4 MI120 I I
2 6
1
m
101 M
� 3x4 M1120=
3x4 MII20= r 9'
3x4 MI120— 3x8 MI120= 3x4 MI120=
0 -0-0 1 -2 -12 10 -0-0 18-9-4 20 -0-0
, 1-2-12 , 8-9-4 8 -9-4 , 1-2-12 ,
I 20 -0-0
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.03 9 >999 240 M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.10 8 -9 >999 180
BCLL 0.0 * Rep Stress Incr YES 1 WB 0.53 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code BOCA/ANSI95 1 (Matrix) Weight: 84 Ib
i
LUMBER
TOP CHORD 2 X 4 SPF No.2 BOT CHORD
BOT CHORD 2 X 4 SPF No.2 9 -10 = - 258/836 8 -9 = - 136/836 7 -8 = 0/165
WEBS 2 X 4 SPF Stud WEBS
3 -9 = - 268/236 4 -9 = - 96/421 5 -9 = - 268/237
BRACING 3 -10 = - 900/227 5 -8 = - 900/228 2 -10 = - 294/227
TOP CHORD 6 -8 = - 294/227
Sheathed or 5 -11 -3 oc purlins.
BOT CHORD NOTES (5)
Rigid ceiling directly applied or 10 -0 -0 oc bracing. 1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category II; Exp C; i
REACTIONS (Ib /size) enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 > A ' 1 ii
10 = 1100/0 -5 -8 plate gnp DOL =1.33. �' `-- -.�� .
8 = 1100/0 -5 -8 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all \
Max Horz areas where a rectangle 3 -6-0 tall by 1 -0-0 wide will fit between the bottom chord and any
10 = - 260(load case 2) other members. 1 `y
Max Uplift 4) Provide mechanical connection (by others) of truss to bearing plate capable of ,� >
10 = - 289(load case 4) withstanding 289 Ib uplift at joint 10 and 289 Ib uplift at joint 8. 1 /' C -
8 = - 289(load case 5) 5) All Plates 20 Gauge Unless Noted '
<< N FORCES (lb) - Maximum Compression /Maximum Tension c,
TOP CHORD / 1
i' • 1 -2 = -183/0 2 -3 = - 292/63 3-4 = - 913/262 f F ' -.,
4 -5 = - 913/262 5 -6 = - 292/63 6 -7 = -183/0 I sa
BOT CHORD rrsv rr
1 -10 = 0/165
I
I
Job 1 Truss TTruss Type ' my Ply BOTT 1 LERNER
nuo11s1 6.200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun — — 11 Page 1
11535 T2 i i i ROOF TRUSS 1 0 I _ _ Job Reference (optional) 13 2005 Pa
Truss Engineering Corp., Indian Orchard,
0 -0-0 5-6-12 13 -0-0 20-5-5 25 -0-0
5-6-12 , 7-5-4 7-5-5 , 4-6 -11
5x6 MI120= Scale: 1/4" >1°
4
g1
8.00 12
4x4 MI120 -2
4x4 MII20-
m
Qo,' 3 5
IftP\ • .
1.5x4 MII20 I / `� 3x4 MII20
6 N
m 1 4 -- _ ��
le
11 r
11 10 12 13 9 8 7
3x4 MI120= 3x4 MI120= 3x4 MII20= 3x5 M1120=
3x4 MII20= 3x4 MII20=
0 -0-0 1 -2 -12 9 -1-11 16-10-6 25 -0-0
, 1 -2 -12 , 7-10-15 7-8-11 8-1-10
1 25 -0-0 i
LOADING (psf) SPACING 2 -0-0 CSI i DEFL in (loc) I /deft Lid PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.82 i Vert(LL) -0.24 8 -10 >999 240 1 MI120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.76 1
I Vert(TL) -0.31 8 -10 >907 180
BCLL 0.0 ' Rep Stress Ina YES I WB 0.55 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 109 Ib
LUMBER
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF No.2 2 -3 = - 211/62 3-4 = - 1615/396 4 -5 = - 1628/402
WEBS 2 X 4 SPF Stud *Except* 5 -6 = - 377/56 6 -7 = - 314/81
W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W6 2 X 4 SPF No.2 BOT CHORD
1 -11 = 0/110 10-11 = - 439/1371 10 -12 = - 150/1012
BRACING 12 -13 = - 150/1012 9 -13 = - 150/1012 8 -9 = - 150/1012
TOP CHORD 7 -8 = - 276/1406
Sheathed or 3 -8 -2 oc purlins, except end verticals. WEBS
BOT CHORD 3 -10 = - 324/319 4 -10 = - 159/527 4 -8 = - 166/549
Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 5 -8 = - 354/329 3 -11 = - 1676/402 5 -7 = - 1531/378 - ,.
8 -10.4 oc bracing: 10 -11. 2 -11 = - 270/164 ,.� - 7'"°
WEBS -- `" '' L, IS t,
1 Row at midpt 3 -11, 5 -7 NOTES (6) ''-
1) Unbalanced roof live loads have been considered for this design. -7 \,
REACTIONS (Ib /size) 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL =5.Opsf; Category II; Exp C; / ,r e-'11-1::•;;\-- 'fir i ;:
11 = 1522/0-5-8 enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 4 r
7 = 1379 /Mechanical plate grip DOL =1.33. #
Max Horz 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all
11 = 334(load case 3) areas where a rectangle 3 -6-0 tall by 1 -0-0 wide will fit between the bottom chord and any . / J'
Max Uplift other members.
11 = - 365(load case 4) 4) Refer to girder(s) for truss to truss connections.
7 = - 290(load case 5) 5) Provide mechanical connection (by others) of truss to bearing plate capable of f
withstanding 365 Ib uplift at joint 11 and 290 Ib uplift at joint 7. �,� _ %rte"
FORCES (Ib) - Maximum Compression /Maximum Tension 6) All Plates 20 Gauge Unless Noted ? 4,4
•
TOP CHORD
1 -2 = -116/0
Job I Truss l Truss Type IQty Ply ;BOTT /LERNER
11535 Engineering T1GE ROOF TRUSS 2 1 Job Reference (optional)
ineerin
T Truss 9 9 Corp., Co 200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:29 2005 Page 2
rP., Indian Orchard, MA O
FORCES (Ib) - Maximum Compression /Maximum Tension
TOP CHORD
1 -2 = - 296/206 2 -3 = -216/190 3-4 = - 166/185
4 -5 = - 110/180 5 -6 = - 80/229 6 -7 = - 79/265
7 -8 = - 79/250 8 -9 = - 80/177 9 -10 = - 80/109
10 -11 = -77/62 11 -12 = -92/66 12 -13 = - 193/82
BOT CHORD
1 -25 = - 65/205 24 -25 = - 65/205 24 -26 = - 65/205
23 -26 = - 65/205 22 -23 = - 65/205 21 -22 = - 65/205
20 -21 = - 65/205 19 -20 = - 65/205 18 -19 = - 65/205
17-18 = - 65/205 16 -17 = - 65/205 16 -27 = - 65/205
15 - 27 = - 65/205 14 - 15 = - 65/205 13 - 14 = - 65/205
WEBS
12 -14 = - 255/185
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 11; Exp C;
enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33
plate grip DOL =1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind
(normal to the face), see MiTek "Standard Gable End Detail"
4) All plates are 1.5x4 M1120 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2 -0 -0 oc.
7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas
where a rectangle 3 -6 -0 tat by 1 -0 -0 wide will fit between the bottom chord and any other
members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 85 Ib uplift at joint 1, 14 Ib uplift at joint 13, 100 Ib uplift at joint 21, 116 Ib uplift
at joint 22, 116 Ib uplift at joint 23, 90 Ib uplift at joint 24, 178 Ib uplift at joint 25, 96 Ib uplift at
joint 19, 117 Ib uplift at joint 17, 116 Ib uplift at joint 16, 90 Ib uplift at joint 15 and 177 Ib uplift
at joint 14.
9) All Plates 20 Gauge Unless Noted
I i
>
y +'i 'r ,, U; I
, .J' / n
Job � Tniss T uss Type Oty Ply BOTT / LERNER
11535 I 1 GE 'ROOF TRUSS 1 1
Job Reference (optional) 0 Mar 005 MiTek Industries, Mon n 13 15:36:29 2005 Page = - -- - c --- - - - - -- - --
Truss Engineering Corp., Indian Orchard, MA 01151 6.20 s r 5 2 Inc. c Jun 1 g
0 -0-0 13 -0-0 13 -0-0 13 -0-0 26 -0-0
3x4 MI120= Scale = 1:45.7
7
6 8
i 1
8.00 �2 5
9
i 1
10
4 T.
_ o � � ,r 1
3 11
1 1 1 c
1
2 2 13 di
11 1
1
0
�: • 4 J10: 4614 OOOJOPs 4, , 4 • 4: 0,,I. •� •40� tree ■v •y m ♦•x,.. .:.. s'JPPP. ,:mil, ♦ �i� Ji � O.. ... .... ♦ ♦..
�i�i�i�i�i�Ji�i�i�i�: �i�: �ib�iO�: �: �: �: �: �:�:���i :�:�:�:�:�:�:�:�:�i�i i�: �: �: �: � :�:�:�:�:�i� i� �� : �: �: �: �: : �: :: �: �: �� :: �:�i�:�:�:�:�:�i�i�i�i�:�:�:�: i�i�i�:�:�:�:�i�i�i�i :� i�i: 0
�i
3x4 MII20= 25 24 26 23 22 21 20 19 18 17 16 27 15 14 3x4 MI120=
3x4 MI120=
0 -0-0 26 -0-0
26 -0-0
26
PAC 2-0-0 I �_ CS1 = DEFL in I/ fl L/ PL ATES GRIP - �' -
LOADING (psf) S
PACING E (loc) de d ;; . \,
TCLL 35.0 Plates Increase 1.15 TC 0.14 Vert(LL) Na n/a 999 M1120 197/144 \ --
TCDL 10.0 Lumber Increase 1.15 BC 0.11 Vert(TL) n/a - n/a 999 \
BCLL 0.0 • Rep Stress InaYES WB 0.21 Horz(TL) 0.01 13 n/a n/a 1 `�'� T
BCDL 10.0 Code BOCA/ANSI95 1 (Matrix) Weight: 127 lb
LUMBER
TOP CHORD 2 X 4 SPF No.2 15 = 194/26 -0-0 Max Gray
BOT CHORD 2 X 4 SPF No.2 14 = 336/26 -0 -0 25 = 336(load case 6) r t A
OTHERS 2 X 4 SPF Stud *Except* Max Horz 19 = 306(load case 7) / I -
ST6 2 X 4 SPF No.2 1 = - 338(load case 2) 17 = 298(load case 1) % ` . S
Max Uplift 16 = 311(load case 7) r 1
BRACING 1 = - 85(load case 2) 15 = 194(load case 1)
TOP CHORD 13 = - 14(load case 3) 14 = 336(load case 7)
Sheathed or 6 -0 -0 oc pudins. 21 = - 100(load case 4)
BOT CHORD 22 = - 116(load case 4) FORCES (Ib) - Maximum Compression /Maximum Tension
Rigid ceiling directly applied or 10 -0 -0 oc bracing. 23 = - 116(load case 4) TOP CHORD
WEBS 24 = - 90(load case 4) 1 -2 = - 296/206 2 -3 = - 216/190 3 -4 = - 166/185
1 Row at midpt 7 -20 25 = - 178(load case 4) 4 -5 = - 110/180 5 -6 = - 80/229 6 -7 = - 79/265
19 = - 96(load case 5) 7 -8 = - 79/250 8 -9 = - 80/177 9 -10 = - 80/109
REACTIONS (lb/size) 17 = - 117(load case 5) 10 -11 = -77/62 11 -12 = -92/66 12 -13 = - 193/82
1 = 152/26 -0 -0 16 = - 116(load case 5) BOT CHORD
13 = 152/26 -0 -0 15 = - 90(load case 5) 1 -25 = - 65/205 24 -25 = - 65/205 24 -26 = - 65/205
20 = 270/26 -0 -0 14 = - 177(load case 5) 23 -26 = - 65/205 22 -23 = - 65/205 21 -22 = - 65/205
21 = 298/26 -0 -0 Max Grav 20 -21 = - 65/205 19 -20 = - 65/205 18 -19 = - 65/205
22 = 298/26 -0 -0 1 = 152(load case 1) 17 -18 = - 65/205 16 -17 = - 65/205 16 -27 = - 65/205
23 = 311/26 -0 -0 13 = 152(load case 1) 15 -27 = - 65/205 14 -15 = - 65/205 13 -14 = - 65/205
24 = 194/26 -0 -0 20 = 270(load case 1) WEBS
25 = 336/26 -0 -0 21 = 306(load case 6) 7 -20 = -197/0 6 -21 = - 186/120 5 -22 = - 180/136
19 = 298/26 -0 -0 22 = 298(load case 1) 4 -23 = - 186/134 3 -24 = - 155/115 2 -25 = - 255/186
17 = 298/26 -0 -0 23 = 311(load case 6) 8 -19 = - 186/115 9 -17 = - 180/138 10 -16 = - 186/134
16 = 311/26 -0 -0 24 = 194(load case 1) 11 -15 = - 155/115
I Continued on page 2
.
Job I Truss Truss Type -- - -- -- -. - - - - -- -- 1Qty Ply iBOTT LERNER
■ 11535 ,, T1 'ROOF TRUSS 0 . _ _. _,._ 1 Job Reference (optional) 600 5 Mar 5 2005 MiTeklndustnes, Inc. Mon Jun 13 15:36:29 2005 Page 1
L _ -
Truss Engineering Corp., Indian Orchard, MA 01151 I,
1
0 -0-0 5-6 -14 13 -0-0 20-5-2 26 -0-0
5-6-14 7-5-2 7-5-2 5-6-14
5x6 MI120= Scale: 1/4 " =1'�.
4
•, ,
8.00 12
4x4 M1120 %i
4x4 MII20-
m
A 3
it' 4.110
5
1.5x4 M II20 11 1.5x4 MII20 11
�
2 r —� 7
J
m :Ni%
m
1I 'MII� — 11 — ►. P. to
CI1 �� EN 3x4 MII20=
12 11 13 14 10 9 8
3x4 M1120= 3x4 MI120= 3x4 MI120= 3x4 MI120=
3x4 MI120= 3x4 MI120=
0 -0-0 1-2-12 9 -1 -11 16-10-5 24 -9-4 26 -0-0
1-2-12 , 7-10-15 7-8.10 7-10-15 , 1-2-12 ,
26 -0-0
LOADING (psf) SPACING 2 -0 -0 CSI I
DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.24 9 -11 >999 240 MI120 197/144
TCDL 10.0 ! Lumber Increase 1.15 BC 0.75 , Vert(TL) -0.31 9 -11 >910 180
BCLL 0.0 • Rep Stress Incr YES 1 , WB 0.55 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 1121b
LUMBER
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF No.2 2 -3 = - 213/60 3-4 = - 1602/395 4 -5 = - 1602/395
WEBS 2 X 4 SPF Stud *Except* 5-6 = - 213/60 6 -7 = -117/0
W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 BOT CHORD
1 -12 = 0/110 11 -12 = - 414/1361 11 -13 = - 125/1000 '
BRACING 13 -14 = - 125/1000 10 -14 = - 125/1000 9 -10 = - 125/1000
TOP CHORD 8 -9 = - 220/1361 7 -8 = 0/110 /' ^---- `-
Sheathed or 3 -8 -13 oc puriins. WEBS 4/.' -C f,, y
BOT CHORD 3 -11 = - 325/319 4 -11 = - 159/528 4 -9 = - 159/528 -j t y l
Rigid ceiling directly applied or 9 -1 -6 oc bracing. 5 -9 = - 325/319 3 -12 = - 1662/398 5-8 = -1662/399 i ‘ / rn
WEBS 2 -12 = - 272/165 6 -8 = - 272/165
1 Row at midpt 3 -12, 5 -8 i
NOTES (5) . 7 v
REACTIONS (Ib /size) 1) Unbalanced roof live loads have been considered for this design.
12 = 1514/0 -5 -8 2) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.Opsf; Category 0; Exp C;
8 = 1514/0 -5 -8 enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33x 4 4 "'
Max Horz plate grip DOL =1.33.
12 = - 338(load case 2) 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all 4, ' ' ; "
Max Uplift areas where a rectangle 3-6 -0 tall by 1 -0-0 wide will fit between the bottom chord and any
12 = - 364(load case 4) other members.
8 = - 364(load case 5) 4) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 364 Ib uplift at joint 12 and 364 Ib uplift at joint 8.
FORCES (Ib) - Maximum Compression /Maximum Tension 5) All Plates 20 Gauge Unless Noted
TOP CHORD
1 -2 = -117/0
Job
G3 , Truss Type I Qty Ply j BOTT / LERNER
ROOF TRUSS 1
Job T uss L Job Reference (o�onal 2
Engineering Corp.. I 'dian Orchard, - - -- _ - - --- - -- - -_.__- —. _ _ -- __ —.� -- -- .- - -_-.
Truss En
g MA 01151 6.200 s Mar 5 2005 MiTek Industries, Inc. Mon Jun 13 15:36:28 2005 Page 1
0 -0-0 5-2-2 10 -0-0 14-9-14 20 -0-0
5-2-2 4.9 -14 4-9-14 5.2.2
4x6 6II20
�� Scale = 1:38.8
lk
4
8.00 12 3x5 m820„.„
3x5 MII20--
3 5
r
4x6M1120i
b , 4x6 :: 9 7
ow R � 111 1 111 111 1111 U 111�E11�111 i 1 a is MI
IM proi 3x4 MI120=
13 11 14 15 10 16 17 9 18
3x4 MI120= MSH29 7x8 MI120= MSH29 8x9 MI120= MSH29 7x8 M1120= MSH29 2x4 M82011
2x4 M112011 THD26 MSH29 MSH29 THD26 THD26
THD26
0 -0-0 1-2-12 5-2-2 10 -0-0 14 -9 -14 18-9-4 20 -0-0
L 1.2 -12 , 3-11-6 4-9-14 4 -9 -14 3-11-6 , 1-2-12 ,
I--_ 20 -0-0 1
Plate Offsets (X,Y) 19:0-3-8,0-4-41 [10:0-4-8,0-5-31111:0-3-8,0-4-4] _ _, _ _ _ - -. _ _ _ _1
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.12 9 -10 >999 240 MI120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.18 9 -10 >999 180
BCLL 0.0 • 1 Rep Stress Incr NO WB 0.76 I Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 200 Ib
LUMBER 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all
TOP CHORD 2 X 4 SPF No.2 TOP CHORD areas where a rectangle 3 -6 -0 tall by 1 -0 -0 wide will fit between the bottom chord and any
BOT CHORD 2 X 6 SPF 2100F 1.8E 5 -6 = - 8035/1796 6 -7 = - 1806/400 other members.
WEBS 2 X 4 SPF Stud "Except' BOT CHORD 6) Provide mechanical connection (by others) of truss to bearing plate capable of
W5 2 X 4 SPF No.2, W2 2 X 4 SPF No.2, W2 2 X 4 SPF No.2 1 -12 = - 344/1527 12 -13 = - 541/1527 11 -13 = - 541/1527 withstanding 1868 Ib uplift at joint 12 and 1853 Ib uplift at joint 8.
11 -14 = - 1524/6568 14 -15 = - 1524/6568 10 -15 = - 1524/6568 7) Use USP THD26 (With 16d nails into Girder & NA9D nails into Truss) or equivalent
BRACING 10 -16 = - 1408/6591 16 -17 = - 1408/6591 9 -17 = - 1408/6591 spaced at 10 -0-0 oc max. starting at 1 -0 -12 from the left end to 19 -0 -12 to connect
TOP CHORD 9 -18 = - 337/1530 8 -18 = - 337/1530 7 -8 = - 337/1530 truss(es) T2 (1 ply 2 X 4 SPF) to back face of bottom chord.
Sheathed or 4 -2 -1 oc purlins. WEBS 8) Use USP MSH29 (With 10d nails into Girder & 10d nails into Truss) or equivalent
BOT CHORD 3 -11 = -398/1896 3 -10 = - 1952/575 4 -10 = - 1402/6179 spaced at 4 -0 -0 oc max. starting at 3 -0 -12 from the Ief�t ett .. a• e - • o connect
Rigid ceiling directly applied or 10 -0 -0 oc bracing- 5 -10 = - 1980/581 5 -9 = - 406/1928 2 -11 = - 1090 /5143 truss(es) T2 (1 ply 2 X 4 SPF) to back face of bottoip -C +rd. fl )
6 -9 = - 1093/5163 2 -12 = - 4741/1151 6 -8 = - 4759/1149 9) Fill all nail holes where hanger is in contact Wl�8 \ fuir¢r b e . M gSS.
REACTIONS (lb /size) 10) All Plates 20 Gauge Unless Noted y1 v /�-,
12 = 8125/0 -5 -8 NOTES (10) � a j ° r y y
8 = 8186/0 -5 -8 1) 2 -ply truss to be connected together with 10d Common(.148 "x3 ") Nails as follows: 1 ' �' I SIC ; \ I i F ">'\ c`f)
Max Horz Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. j 1m a
12 = - 257(load case 2) Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -7 -0 oc. w ( 4 'S - ' 1 {
Max Uplift Webs connected as follows: 2 X 4 - 1 row at 0 oc. . ' , - - ") it
12 = - 1868(Ioad case 4) 2) All loads are considered equally applied to all plies, except if noted as front (F) or back a -. '- 4.
8 = - 1853(load case 5) (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to ✓ ' A r
distribute only loads noted as (F) or (B), unless otherwise indicated.
FORCES (Ib) - Maximum Compression /Maximum Tension 3) Unbalanced roof live loads have been considered for this design.
TOP CHORD 4) Wind: ASCE 7 -98; 100mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category II; Exp C; '
1 -2 = - 1803/408 2 -3 = - 8007/1790 3-4 = - 6135/1446 enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 �L„
4 - = - 6135/1446 plate grip DOL =1.33.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non - Circulating Runouts Circulating Mains and R pouts
Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170 -180 0.5 1.0 1.5 2.0
140 -160 0.5 0.5 1.0 1.5
100 -130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes.
Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0
Low Temperature 120 -200 0.5 1.0 1.0 1.5
Steam Condensate (fir feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 tin (0.944
L /s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 lbs /f2 pressure durance and shall be labeled.
Vapor Retarder:
[ ] Required on the warm -in- winter side ofall non - vented framed ceilings, walls, and floors.
Materials Identification:
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R- values, glazing U- factors, and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
[ ] All accessible joints, seams, and connections of supply and return ductwork located outside
conditioned space, including stud bays or joist cavities /spaces used to transport air, shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not pennitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required f r each separate HVAC system. A manual or automatic means to
partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Siang:
[ ] Rated output capacity ofthe heating/cooling system is not greater than 125% ofthe design load as
specified in Sections 780CMR 1310 and J4.4.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an onloff heater switch and require a cover unless over 20%
ofthe heating energy is from non - depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 120 ° F or chilled fluids below 55 ° F must be insulated to the
levels in Table 2.
J EScheck Inspection Checklist
Massachusetts Energy Code
REScheck Software Version 3.6 Release 2
DATE: 05/04/05
PROJECT TITLE: Jane Lerner Residence
Bldg.
Dept.
Use
Ceilings:
[ J 1. Ceiling 1: Raised or Energy Truss, R -38.0 cavity insulation
Comments:
Insulation must achieve firll height over the plate lines of exterior walls.
Above - Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ 'Yes [ ] No
Comments:
Doors:
[ J 1. Door 1: Glass, U- factor: 0.340
Comments:
[ ] 2. Door 2: Solid, U- factor: 0.340
Comments:
Floors:
[ J 1. Floor I: All -Wood Joist /Truss:Over Unconditioned Space,
R -19.0 continuous insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Fumace 1: Forced Hot Air, 90 AFUE or higher
Make and Model Number
[ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher
Make and Model Number
Air Leakage:
[ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] When installed in the building envelope, recessed lighting fixtures
shall meet one ofthe following requirements:
1. Type IC rated, manufactured with no penetrations between the inside ofthe recessed fixture
and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications, and other calculations submitted with the permit application. The proposed building has been designed to
meet the Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to
comply with the mandatory requirements listed in the REScheck Inspection Checklist.
The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard
Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater
than 125% ofthe design load as specified in Sections 780CMR 1310 and J4.4.
Builder/Designer Th Date r . 0 `-'�
�
g
Permit Number
REScheck Compliance Certificate Checked By /Date
Massachusetts Energy Code
REScheck Software Version 3.6 Release 2
Data filename: Untitled.rck
PROJECT TITLE: Jane Lerner Residence
CITY: Northampton
STATE: Massachusetts
HDD: 6404
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (Non - Electric Resistance)
WINDOW / WALL RATIO: 0.19
DATE: 05/04/05
DATE OF PLANS: 04/25/2005
PROJECT DESCRIPTION:
Wood frame single family home
43 Ice Pond Drive
Northampton, MA 01062
DESIGNER/CONTRACTOR:
Jeffrey Bott Contracting
32 Pine Street
Florence, MA 01062
413 -584 -6251
COMPLIANCE: Passes
Maximum UA = 605
Your Home UA = 498
17.7% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R- Valuc, U- Factor
Ceiling 1: Raised or Energy Truss 1596 38.0 0.0 40
Wall 1: Wood Frame, 16" o.c. 3312 19.0 0.0 158
Window 1: Vinyl Frame:Double Pane with Low -E 552 0.340 188
Door 1: Glass 84 0.340 29
Door 2: Solid 42 0.340 14
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1596 0.0 19.0 69
Furnace 1: Forced Hot Air, 90 AFUE
Air Conditioner 1: Electric Central Air, 10 SEER
•
r
Door Schedule
D1- 3' -0" x 6' -8" wood entrance with transom over
6 9/ 16" jamb
Flat casing
Bushed nickel hardware
D2- Thermatru — SSF100
3 " -0" x 6-8" LH RO - 381 / 2" x 821 / 2"
69/16 "jamb
Brickmold casing
Bushed nickel hardware
D3 + D6- Thermatru Fiber Classic —2100 LE
3' -0" x 6' -8" LH RO - 381 / 2" x 821/2"
6 9/16" jamb
Flat casing
Bushed nickel hardware
D4 + D5- Thermatru Fiber Classic —FL Patio door
6' -0" x 6-8" RO — 7413/ 16" x 821 / 2"
6 9/16" jamb
Flat casing
Bushed nickel hardware
White
No grills
■
Window Schedule
Norco Clad Windows
White, 6 /1 SDL, simulated divided lites
Low -E argon filled
6 6/16 jambs
Unit Size Rough Opening
A- SCDH 3226 -1 3'-1 3/8 x 4 -'11 13/16 3'-2 1/8 x 5' -0 5/16
3ea. A -15, 16,17
B- SCDH 3230 -1 3'-1 3/8 x 5'-7 13/16 3'-2 1/8 x 5' -8 5/16
2ea. B -1, 2
C- SCDH 2826 -1 2' -9 3/8 x 4 -'11 13/16 2'-10 1/8 x 5' -0 5/16
10ea. C-3, 13, 14, 18, 19, 22, 23, 25, 26, 27
D- SCDH 2828 -1 2' -9 3/8 x 5'-3 13/ 16 2'-10 1/8 x 5' -4 5/16
6 ea. D -4, 5, 6, 7, 8, 9
E- SCCPF -18- 4842 -18 7' -0" x 3` -6" 7' -0 3/4 ' X 4'-6 1/ 2"
W/12" transom over
2ea. E-10, 11
F- SCCPF -18- 4842 -18 7' -0" x 3' -6" 7' -0 3/4 ' X 3'-6 1/ 2"
lea. F12
G- SCDH 2018 -1 2' -13/8 x 3'-7 13/16 2'-2 1/8 x 3' -8 5/16
2 ea. G -28.30
H SCAW 2818 -2 4' -8" x 1' -6" 4' -8 3/4" x 1'-6 1/ 2"
2ea. H -20, 21
I- SCDH 2822 -1 2' -9 3/8 x 4-'3 13/16 2'-10 1/8 x 4' -4 5/16
lea. 1 -24
J SCCA 3042 -2 5' -0" x 3' -6" 5' -0 3/4" x 3'-6 1/2"
lea. J -29
Permit No D32 -05
CITY OF NORTHAMPTON, MA
DRIVEWAY PERMIT
Date: 4/14/05
FEE: $25.00 CHECK #:
THE BOARD OF PUBLIC WORKS 1 • , , , , • , ,
The undersigned respectfully petitions your honorable body for:
permission to install a driveway at 43 Ire Pond Drive (Lot 7)
Fifteen (IS) foot maximum width at the street line C;ntter drainage not to be rliclairherl All
. . ' . . .. • - • • - ' • • ,' .. - - • . - • ... . • • •. •' .' '.
4 . • . . • . . - • 1 - 4 . - • • • • • • . • - • - . • ' • • ' • • • • - •
• "• '. . • • ' .48 - 4 4' . . 1- •- • '- •••.•• ' • .t •' • •' * a
of Northampton in the event of a Nwshout of this driveway.
By: `- `f (7)::3-6
ffrey Bott Contracting
Telephone #: (413) 584 -6251, 530 -6920 cell
Proposed Location
Inspected By: / - ("7) " S
Gravel Base Grade
Inspected By:
Final Approval
THE BOARD OF PUBLIC WORKS voted that petition be granted.
George Andrikidis
Director of Public Works
(SUBJECT TO ATTACHED CONDITION 1 & 2)
cc: Building Inspector
MUNICIPAL WATER AVAILABILITY APPLICATION
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
587 -1097
A Department of Public Works Trench Permit shall be required prior to any construction or
connection activity associated with this application.
Location: 43 Ice Pond Drive (lot 7)
Inquiry Made By: Jeffrey Bott Contracting 584 -6251, 530 -6920 cell
Date of Inquiry: 4/14/05
Number of Type of _ X_ Single Family Type of X Private
Units: 1 Unit(s): — Accessory Apart. Ownership: Condo
Multi family Rental
(Applicant to fill out the above)
Municipal Water Main in Existing service to
Front of Location? Yes: R/ No: n site? Yes: I vj � No: n
Size of Water Main: 8" Material: DI Age: 2003
Approximate Static Street Flow Test Conducted: Yes: n No:
Pressure: 65 If done attach results
1"
Size of Service Connection:
Suggested Meter Size: 1"
Comments: The Water Department cannot guarantee adequate water pressure during peak demand
times at elevations above 320 feet. ffeet.� City of Northampton has not accepted responsibility for the
m ain promo hw e ie m a on ce connection as of this date of Inquiry. Meier fee and entry fee to
• A corresponding water entrance fee shall be paid prior to making any connection to the municipal water
system.
• Arrangements of such • tion shall be made with the Northampton Water Department with a minimum of
w • g day otifi ation.,
• All rk shall orm o orth ton Water Department specifications.
David W. Sparks, Superintendent o Water
cc: Ned Huntley, City Engineer
MUNICIPAL SEWER AVAILABILITY APPLICATION
Northampton Streets Department
125 Locust Street
Northampton, MA 01060
587 -1570
A Department of Public Works Trench Permit shall be require
prior to any construction or connection activity associated with this application.
Location: 43 Ice Pond Drive (lot 7)
Inquiry Made By: Jeffrey Bott Contracting 584- 6251, 530 -6920 cell
Date of Inquiry: 4/14/05
Municipal Sewer Main in Front of Location: Yes No
Municipal Storm Drain Available: Yes No X
Size of Sewer Main: Material: / 1 C Age: 2 - /A- 2 f
r
Depth of Sewer Main: 6 0
Size of Service Connection: p. C•
Comments: . 77/,E C /7 6r/2 A/a• / f' /(/ ,9(co���;c
b tu i y fc /t1,7 - /A/ //9,-
/ ,9 A/ 5/ r 2c/ Ca, -/ c, 20,✓f' 41 6 7 7/l,/ )/f7
ate' ZAJ (i) 027.
A corresponding "sewer entrance fee" shall be paid prior to making any connection to the
municipal sewer system. Arrangements of such installation shall be made with the Northampton
Streets Department with a minimum of 5 working days notification. All work shall conform to
Northampton Streets Department specifications.
Storm Drain Concurrence
4
cj Joseph Thomas, Superintendent Douglas McDonald, Environmental Planner
Streets Department Engineering Department
cc: Ned Huntley, City Engineer
Anthony Patillo, Building Inspector
c ,91 1
5 » j_k:'02/3 hs/
,
J
P I''7d -` 8 9l
` f ovt
o S 0,i1 ._a
o
-- R 2 v c) )1 f
citiAMp7,
r
�� o , .. �Zfp of Northampton •
=* /,
$1'�.:�`;YuI tt If _ ±_
DEPARTMENT OF BUILDING INSPECTIONS , , _I /:
INSPECTOR 212 Main Street • Municipal Building
Northampton, MA 01060 y 5 •
e
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as Lis /her construction sups: ,-isor. 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 any 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
concealed), insulation inspection (if required) and a final building inspection-The
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
permits 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
r
I '
(riff f Northampton
A E r ;.ss c nsrlta t i
_
•
DEPARTMENT OP BUILDING INSPECTIONS =
212 Main Street Municipal Building
Northampton, Mass. 01060 lr
WORKER'S COMTENSATIO GNSURANCE AITD)AV1 - I'
(li ccusX /permi ttcc )
with a principal place of at:
3 Pt V -E art (= � E (K. E IV* (phone;')
(su -c/c -i t} /stairia p )
do hereby certify, under thc.pains and penalties of perjury, that
IA. I am an employer providing the followine'workcr's compensation cove age for my
employees wor dng on ties job:
I ,
iratSo , DaL.
(IDnll' -1 Con - - rn') (PcCic: Nucor) (r =p )
•
•
( ) I am a sole proprietor, general contractor or homeowner (title one) and have hired
the conaactprs listed below who have the foilowi.ng worker's corpensation po ties:
( amc of Cont:actor) (Innlratic Coinpan }"i?o ic Numbs) (F :?Ira on Datc)
(Name of Contractor) (Insur Compaav1Potic Nu.ncer) (17,i-pimiion Date)
(Name of Couiracio:) (Insu ancz Company/Policy Nasbcr) (Exprcion Date)
(Name of Contractor) (Lnsuranca Company/Policy Numb:.r) (Etipirtion Date).
(aaa[3 a.dditiocel the .if acccz«- to atolls inform+ -.ion paiaiaia.s to .11 ooaa-- .co:3)
J { ) I am -a sole - proprietor and have no one woridng for me.
( ) I a n.a home owner performing all the work myself.
Nom- prose 1x eware tfi,. N C bemco•vm who etplcy pc-tom to .J r-• - Y cJ - e�oa c repair work. on • dwelling of
not arccs tbcsz _ LMra is which the bomoawnc rcaido « oa the p-ouac4 z, u tc 1 t o o.o e e 0 ( arsdzni to be
=Pk:yc s "^ the c nn - - -'joa Ant (G121521=1(5)).:pptinboo try . homeowner fen - ticri_ a pamit cozy c'.ldmrx the
lcgil ctatuc of en =ployx wader tbo Wocleoet Compomatiost A f
I yodcsteod t}s¢ x copy of thi. mtcmfaa ma ba foc-o.nrdod to tbo Dcq.rtmcnt of 1 „4 •r , iel A.- nitro- of "anon. for th.
cover' voif cad the Lilt= to saasrc roves se =dm' section 23 A of Mal_ 152 can ir'd to the imposition of criminal pcasltie
con a i n of a fix ()Cup to S 1 }00 -00 .nd'or is pt iyoam. of up to ooc year end civil pm.tie in doe form or.. Stop Work- Ord- and +
run of 5100.00 z city •7.irnd roc-
•
/L
For dcp.na>,�s! u.c only
Pcrmt Number
m, Lot ° �.
j °•
It of LicanscdPcrmittcc Date -- .l
SECTION 8 - CONSTRUCTION SERVICES 1 ''
8.1 Licensed Construction Supervisor: ( Not Applicable ❑
Name of License Holder : V b4T R E 2)0T ` 6 5 1 5 i
License Number
Address Expiration Date
C C Z - 11 Lam. ' t/v` c , L, Z
Signature Telephone �--'
9:LRe -Q sterat4om rrgifcie —i a iC'ont a Not Applicable ❑
1 cA"\ j-k 1 C, - 1
Company Name J Registration Number
Address Expiration Date
� 2 ( 1 ( AI\ Telephone d b i 2.5 Z C7Qfa
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 - No ❑
vtizr,flpiontetwwn e:41)
The current ex- : on for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families
and to allow such hom- . , er to engage an individual for hire who does not possess+a`license, provided that the owner acts
as supervisor. CMR 780, • 1 Edition Section 108.3.5.1.
of Homeowner: Person 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 fame • .welling, attached or detatited structures accessory to such use and/ or farm
structures. A person who constructs more that, . ne homej -d'two period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building O izin a form acceptable to the Building Official, that he /she shall be
responsible for all such work performed under tkEloui I • + permit.
As acting Construction Supervisor your pre,sefice on the job sit - ; 1 be required from time to time, during and upon
completion of the work for which this pe.nit is issued.
Also be advised that with reference Chapter 152 (Workers' Compensation) Chapter 153 (Liability of Employers to
Employees for injuries not res ng in Death) of the Massachusetts General Laws Ann ed, you may be liable for person(s)
you hire to perform work you under this permit.
The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Bi tldipg Code, City of
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated„,
Homeowner Signature ti
• ,
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House k Addition ❑ Replacement Windows Alteration(s) E Roofing ❑
Or Doors 0
Accessory Bldg. ❑ Demolition
�� El New New Signs [O] Decks [p Siding [0] Other [
(iv / - o7 7 II WWI' or 114
Brief Work Description of Proposed AJg &•' /e j (0E7 7e e_
Alteration of existing bedroom Yes No Adding new bedroom Yes No .
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll - Sheet x,
sa INevVhafser• ddiia csitnc r s r><ct _ca `gtetgt ia Enq:
a. Use of building : One Family X Two Family Other _
2 Y
b. Number of rooms in each family unit: Number of Bathrooms 1_
c. Is there a garage attached? 1 J
d. Proposed Square footage of new construction �J ( � # 0 L 3 Dimensions 2 °' 1 X L 2 -,' /9 $ i e / 2_v X 1
e. Number of stories? � L.. - ` 3 9'0
f. Method of heating? lOv C_j?_. Abi trAi lr'"" t� L
p6 Fireplaces or ..SS Number of each (c4 PAO
g. Energy Conservation Compliance. 1 ` --S `I Masscheck Energy Compliance form attached? 1 4. 5
h. Type of construction V 0 3 v'ZAy
1. Is construction within 100 ft. of wetlands? Yes '& No. Is construction within 100 yr. floodplain Yes 'N t No
r
j. Depth of basement or cellar floor below finished grade
C.-- V
k. Will building conform to the Building and Zoning regulations? X Yes No .
I. Septic Tank City Sewer x �
Private well City water Supply 4
SECTION 7a - OWNER` AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS - AGENT OR CONTRACTOR APPLIES FOR BUILDINGPERMIT
I, o f El 1.--E K-CA (Z-CA t _ R- " , as Owner of the subject
property
hereby authorize �� e-W� €. °AA
to act on my behalf, in all matters relative tckwork authorized by this building permit application.
Signature of wner Date
I, \ - C - 4 1 ‘P k �7 , as Owner /Authorized
Agent hereby declare thathe st 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.
Print Name
Sign•f a Agent Date '"2"--\-tt
•
Section 4. ZONING All Informatibf Must Be Completed. Permit Can Be Denied Due To Incomplete Information
' Existing Proposed Required by Zoning
This column to be filled in by
�� �} 7 r�-- Building Department
Lot Size ---T—
Frontage 2- i I 1
Setbacks Front i ! sQ !��i;^
Side L:' R:' i L ; 17 ` ' R:1 I l' �� i ccJ
Rear
13
Building Height 12-b t l _
Bldg. Square Footage i % "�@ !-
Open Space Footage % �-�-1���p r---1 (Lot area minus bldg &paved I / ' ""'• _ 12_ c y o 1 i33 - 9 0
parking)
# of Parking Spaces z--
Fill: ' !
(volume Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO 4 .5: DONT KNOW 0 YES 0
IF YES, date issued:;
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW 0 YES 0
IF YES: enter Book [ Page;! and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW Q YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission? .
• Needs to be obtained Q Obtained Q Date Issued:
C. Do any signs exist on the property? YES 0 NO 0
IF YES, describe size, type and location: 1
D. Are there any proposed changes to or additions of signs intended for the property ? YES l NO i$
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 0 r NO +14
I F YES, then a Northampton Storm Water Management Permit from the DPW is required.
City of Nortarnpton m . �a
Building Department .
212 Main Street vsre a i a.
Room 100 e ° �,r °-
Northampton, MA 01060 w l''',$'1-$*. ' S - a ` � ,
ra
phone 413 - 587 -1240 Fax 413 - 587 -1272 ' t a e ,r �� .
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION .1 - SITE INFORMATION
This section to be compfeted by offi
1.1 Property Address: "
'43 (( po°10 ,DiztOz. Ma pes' dot � ` Ur tr
Zone Overlay District
4J 0 P - 1 - Of\ $moo rk rt 1 A 0 (fit (, 0 "
EIm StD is t rict `� CB`Desf ►ct
s :_
SECTION 2 - PROPERTYOWNERSHIP /AUTHORIZED - AGENT
;
2.1 Owner of Record:
J A(\ LE. &nom I5 I (_ ... i1Le \F t pe J€
Name (Print) cu Current Mailing Address:
• Telephone 535 c `4 1 9
Signature
2.2 Authorized Agent:
.
Name (Print) Current Mailing Address:
E,z). ` :;>s (, 4-,7 t
Signature Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item y Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building 01.1-1 (a) Building Permit Fee
2. Electrical (b) Estimated Total Cost of
IS cibo — Construction from (6)
3. Plumbing Building Permit Fee
8
4. Mechanical (HVAC) i 8
oc>C7
5. Fire Protection 4" / ! J'^
6. Total = (1 + 2 + 3 + 4 + 5) a.g 0 000 Check Number � 8�
This Section For Official Use Only
Date
Building /�Num� Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File # BP- 2005 -1090
APPLICANT /CONTACT PERSON Jeffrey Bott
ADDRESS /PHONE 32 Pine Street FLORENCE (413) 584 -6251
PROPERTY LOCATION 43 ICE POND DRIVE
MAP 37 PARCEL 097 001 ZONE SR
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid /
Building Permit Filled out $ 4 4 ri - �� G
Fee Paid 7' j 7 •
Tvpeof Construction: CONSTRUCT 2 STORY SFH W /ATT /GARAGE/PORCHES
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 31
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFOAMATION 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 Str Commission
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.
il ,iliassatimsetts 4 2 7—:
-�., =1- UIxPARTMENT OF BUILDING INSPEGTI{7NS a a
INSPECTOR 212 Mein Street • Municipal Building . = ,r
Northampton, Mass. 01060
CERTIFICATE of OCCUPANCY and USE
This is to certify that permission is hereby granted under 780 CMR, sixth edition of the
Massachusetts State Building Code, allowing the occupancy or use of the premises or
structure or part thereof located at
43 Ice Pond Drive
as shown on the Assessors Page# 37 , Lot# 97 , Zone SR
in the City of Northampton, as herein specified:
CONSTRUCTION TYPE(780CMR 6) 5 B
USE GROUP CLASSIFICATION (780 CMR 3 R4
OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF
30 PSF
LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF
Under the following limitations, special stipulations, and /or conditions of the
permits:
Issued this 17th day of November , 2005
Certificate of Occupancy and Use # BP -2005 -1090
Authorized Department Personnel
Electrical // � , ¢ ji _4n. -t/ Elevator
Fire '' - Plumbing ,/ �: d•
a r0
Building c e— .,.... /�- 1---L .0-u... --2. _ Gas `l` • _ �. . II
DPW .
Building Commissioner ` ,,,,......r./11 / y
This certificate shall be posted by the owner, in a permanent manner and in a visible
location, on all floors designated as use group H, S, M, F, or B, and in every room where
practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5
Posting Structures.
Building Department
413 -587 -1240 fax 413 -587 -1272
43 ICE POND DRIVE BP- 2005 -1090
GIB #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 37 - 097 CITY OF NORTHAMPTON
Lot: -001
Permit: Building
Category: BUILDING PERMIT
Peuuit # BP- 2005 -1090
Project # JS- 2005-1480
Est. Cost: $280000.00
Fee: $1429.80 PERMISSION IS HEREBY GRANTED TO:
Const. Class: 5B Contractor: License:
Use Group: R4 Jeffrey Bott 053157
Lot Size(sq. ft.): Owner: LERNER JANE
Zoning: SR Applicant: Jeffrey Bott
AT: 43 ICE POND DRIVE
Applicant Address: Phone: Insurance:
32 Pine Street (413) 584 -6251
FLORENCEMA01062 ISSUED ON :5/20/05 0 :00 :00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SFH
W /ATT /GARAGE /PORCHES
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service:(9 /s ,', V ' Meter:
Footings:
Rough: ; b-4,t' Rough: a v House # Found f 5' Q s - & „ ,1 s, Driveway Final: /7' a L 5' ci K - 7 - ap c :, Final: / �/ 6 -o�' e Final: / /bel % / 1 �`' , � Rough Frame
c :_lib F
Gas: Fire Department R\\)\\911 Fireplace /Chimney:
is n
Rough: ((`8--.�e/q Oil: Insulations g" -3Q -es ` 9
Final: (' °fag Smoke: 1 / ..1 v J S Final: j j H i
777.-4,- 7 1 6, 3 l!'3) l LoJf S
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy S ignature:
FeeType: Date Paid: Amount:
Building 5/20/05 0:00:00 $1429.80
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo