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or as noted.
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Sheet No. of
C-4 0
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0 CL (o >� c v a) cm 0
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LU La S 8 — > > o
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a) 0 ui LL LL o 8 hi c 0 - - m >,
— LL s-- 0) d) E m -0
F-
8 U) 0 a) 0 w coo
10 0 0
to m = LL c LL (2 -6
m E 0
0 tm CD -0
w c E
N r- 0
C, CL C) =0 m
W w c
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z
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0 < 9 o CD
04 N co U- Q C) z w CL w z -b Lj
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2
cc cli
E w co
E E F 20 t 3� u-
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01/17/2007 10:05 4137746348 M a �" v" N W� RaGE 03
}..,
Design Data
Vent Units
'Cl u, .,..:,:,,.;..„pe,. r;:...Vent:'i.:V'isibfe rtle` 1C) .,
9'N, . +xrfliance..
:Fra t?erF
,� s-7 r. t�il
ukit 2, alb !eY
, .. :.::.. :. rite ce ,
Width Alreal ::;lass A rar •5 ryl'`
h,.f.
Height i .. �. ..:; CIs U,n �:.: ass.& ",
mt ss inches .:Ci. fit?,, :,.:1t .. : G6dde ��e� �v. Yq, kj
�ai[a e
) (inches) rf Width Height v. }
( h ., ,srrv.,-, ., (inches) (IrYhJiCS) `r'•. a -. ' ��d
1626 13.3/8 11 1'.0 16 2'7 P I 2820 27-3/8 8 15 2.6 3.7 P
1630 13.3/8 14 1 3 7.1 317 P 2E)CI 77 3/8 1'1 2.0 33 4.9 F'
16AG 13 3/8 I/ 1.5 2,5 3.8 P 2830 271.3/8 14 2..6 4.7 5.6 P
1 Ei40 1:1-3/8 20 1.8 3.o 4.2 2-831 J -318 1 32 '1. 6.£ P
16/m 13 NP,, 23 21 345 4,9 f 2$40 27-.ifll 2() 3.8 6.8 7.5 P
1650 13-3/$ 26 2.4 3.9 5.:3 P ��.&�j2P41, 2'7-3/8 73 4.3 /.9 8.1 17
165ti 13.3/8 29 2.6 4..4. 11.9 P b ��j2$i0 77 318 26 4.9 8.9 PA P
1660 1:3-3/8 32 2.9 4.8 6.4 P � 2856 I.1 2/-3/13 2c) 5.6 9.9 10.6 P-
IEbb
13 3/8 35 3.2 1i.3 /.(1 P 2866) E 7.7-3/8 32 6.0 11.0 11.3 P
2020 19-3/8 8 1,0 1.8 2.6 P 2866 r 1./ 3/8 ?5 6 6 12.0 12.5 I'
?026 19-3/8 11 1.4. 2.!, 3.4 )' :3030 31.3/8 14 30 5., 6.0 P
20.30 19-318 14 1.8 3,2 4.0 P 3036 31-318 17 3.'1 6.1 7 P
20.46 19-3/f; 17 2.2 3.9 4.Si P 3040 -11-3/8 70 4.:3 7.9 8.1 P
2040 19-3/8 20 116 4.6 5.3 I; 304fi 31-3/e 73 S.0 9.1 9.3 P r
20.16 I9-3/S ?3 -4.0 5.3 fti 'I P 3050 U 31-3/8 26 5.6 10.3 10.1 P
1050 19-8/8 76 3.4 Ei.1 6,I p 3056 t 71-i/8 29 6.3 11.5 11.4 P
X056 19-3/8 29 3.9 0.8 7.'1 P 3060 f- 31-3/8 32 6.9 11./ 12.1 P
1060 19-1/8 31 4.3 /.5 R,1 P _3066 F 31 .il8 35 7.& 14 13.4 1'
2066 19.3/8 35 4.7 8 8.!i I-` 3630 37-3/8 14 3.6 6.6 7,3 P
2420 23.3/8 8 1,2 2.2 3.2 P 3631, 37-3/8 17 4.4 8.1 8.8 P
24lG •1.3316 10 l.fi 2.8 4.1 P 3F40 37.3/8 20 5.1 9.5 9.8 P
7430 23-3/8 14 2.2 4.0 4,8 P 3646 37-3/$ ?.3 'i.9 11 0 111 P
2,13 6 23 3/ti 17 2.•/ 4.8 >8 P 3650 E 37.3/13 26 (•i.7 12.4 12.2 P
2440 23-318 70 3.2 53 6.1 P :3(156 f. 37-3/8 79 7.5 13.9 11./ P 1
244.6 73.3/8 23 3./ 6.6 7.4 P 3660 t 37-3/8 32 8.3 15.4 14.7 P
2450 2:3-3/8 2(7 4.2 7.5 8,I P 3666 l` 37 .31t; 3; 9,0 16.8 16.1 P
)456 2r3-:3/$ 213 1.7 8.4 3.0 P 4.030 433/8 14 4..7 7.7 8.1 P
2460 E! 73-318 32 5.1 9.2 9.7 P 403fj 433-318 17 5.1 9.4 9.7 P
74(16 F 1 23.3/Y - 5 6 10,7 10.7 P 4.04.0 43-3/8 2.0 6.0 11.2 111,8 P
21.046 13-3/8 23 6.9 12 9 12.4 P
Egress Notes: 4030 C 43-3/8 76 7.8 14.6 13.6 P
wtru]ow meets rninifnum Clem opening of 24" height,20"wlclt.h, 41056 1- 43-418 29 8.7 16.3 15.2 P
and 5./fN.Chock mil applicable local cocl a for rmcrgency egress 4M) E 43-3/8 :32, 9.6 18.0 16.3 P
requiwrnenrs.
4 or,6 1: 43 +/t1 35 10,', 19.Y 17.9 P
I. =Window rncel;1r I inimum CIt",rt operlinq o 24" heigI11, 20" width).
Ind 'S 0 it'. (hr,ck ill apph(;ahlr;local c odes for umergency egrt'55 16 :uiwr-�rI arca1,ro squait.,trieter5(m'), multiply squire feet t y 0.0929.
ri�tliurnyllPnl>
f
Miscellaneous Glass Formulas
k.: ,...., :'Rcival:GlaS s::a.:�•a4 Ctea I,fylass,.N1t�� kCtJdl"�Id85 Nf� k 11$IG . � �� ..-.
Vl,, lel ile
ss^Il
i
lop' E
, El4vlfei sef`i.�:,' -=t•i( pj er:8as
(AG1N) (ALGH) (AUGhI) New) (VLGH) {1 UGH)
verif Equal 1`W-5-1/2" FI-1/2-:3-1/4" 1`11/7 -3 t14" 1`W--6.438 111/2.-4 188" P lO -4 188"
Double-Hung Clear Opening Formulas
qua
[Ip�Y;.O n'ii gc.Wid#h'' Fw-4-118'
Iear,Operiimtr,.i ght' PH/2 3.3/4."
i -- -_.. .-....--_a2-- -- ...
G-10 Pell DOe nrrhiteaurml ur;i!1n Manual • Division 6A-r•)penin % • Window•,and Elonr, • www.linperula.PellaAnM.rom
01/17/2007 10:05 4137746348 P�CIO M G' V`r f 1 V✓V r `� R aGE 02
D • r WINDOWS
ProLine*
Aluminum-clad Exterior
Design Data
Vent Units
2135„ 1y.13/16 4
{ 3-
r
850 4•i�3
37 15.1 R30
., .,:�,... .e..:,. , .. i�, ... ,�....., .. ,:.�.�„. �:,I: � 7SHl• �,n„�.. :•i:,:. _ ..1,:�,- 4' J,�a
T.7.13r1.6..
.,,,....,. .�r,..�.u,.:..._.�......;�L:,..,r .. -.. ,,., ....,.�•.. ,'r�' '..:,.;.Z •',�����3/MM�� �5;,r ,I � ., dA�'1 'p�i',�{ JA
•,.d .. f ."��.�., � 1 .'•J�r,"ai:�1�J4.ti•,6,61rF,*, 4
2141 17.13/16 20-1/4 Z.5 4.5,S y6 9 R150 4159 h 37 13/16 26-1/4 ¢ 6•y 1.3.2 16,8 R30
2153 17 13116; 3,1/ 7•fh4`- /il x i iR l A T �/ ? 'y tlYK "I
n 416.4 K1 J' �' •ii"{�
1 1 I .1,rr.e, < ...� /•�, i'. , a ,L.� ��L7,7J,1'�f y�Ys91'��•�Qelr^'hli;�:r '�i�'� ,�',1,�'qC.. ';ftD� � 1 , L
2157 17-13116 25-1/4 3,1 5.6 8.3 R40/50 4171 F 37.13/16 32-1/4 8.5 16.2 20.2 Rao i ly
2:159 17 Y3/ !; X61114,1, J�'' 59 8G Rt1q/'50
•.� .. .,:•,,, I .. ,1w•:. ,..I lu .., n C2 �^„u.,.,,i s
2165 17`13116 29-1/4 3.6 6.5 9.5 840/50
21'711'
w..l.t„.,,
2535 21-13/16 4.1/a
1 4 0
2 61
+�yy/4S.".1:✓:::2i� f'�
,;,- :mr a w ChV+Qr,1z g 21x,:;:,14 C �P1.h+ . Pit
CLEAR OPENING
2547 21-13116 20-1/4 11 $}5.y7. ry8�2yy� ylR�5^j0; WIDTH
x/16x �1
2557 21-13/16 25-1/4 z
3.$ 7.0 9.9 840/50
,. ,...
. ., i'4'� .:. � .:.:��, ,,,_\�'i 1Y• .,Ire' N�rl�'�;.
2565 21-12/16 29-1/4 4,4 82 1113 R40/50
1 r
75'71
A:;A1
2935 25-13/16 14-9/ •� • 4,8
4 26 7
,:...,.,99 T3/1 ?1. •.1.`3tM'::'' ":'81+3 ��
A 'A• �.w l,..c'4r+k~�z'-..:J:..,.ia.:ro�u�,y^do%,4.;a..L1;l.u.�a�:.,..,'., v �Q
2947 25-13/16 20-1/4 3.6 6,8 9.5 R50 J i.1;:,
2957 25-13/16 25-1/4 4,5 8.4 11, R40/50
Shaded partlnn4
295.
9.
shpw:veht .►
'• •r> +::$i$t: 4i�156°.:'I";,,,r
....,.:.:,,.__e:r...i:.+�: ,.,.::.,,;..r.e,."!.rf,,;.,,:„_.,.!'t„J,d::^w�::.:,:r::'4.6';al,a�e��;:a;Px...,,•i:A11.;,,'d 99'F:....,;',,.'.�..... :,:� Bras.
7965 E1 25-13/16 29-1/4 5.2 9,8 13.1 R40/50
297.1'^ ;:6': ,Z = x/1,6•;.`.32 1�d.v..::r:5;$ F.. 1:43,' E
g ress Notes:
.,. . . ...,•.. ,'�`��� ,�a„.. ....1^r�:r4:4Y�.;<twS'V'�':�xk'u1erF.U'ro',`'r�;:'§�i�M�`.e: ...:�;5'C,'1!.�e4f'iU'�C:R',��i:'.1. :�i'l' ..j.41°��'.�,
3335 - 29-13/16 14-1/4 3,0 5.6 8,0 R50 F ;q Window meets minimum clear opening of 24" height,2)" width,
{r.; ,a> ;"ys-`t_'p.<,.,;;1Tx.+,�.$; r.p+;:°•',."^':S'r;,, `y:;,v i:gp and 5.7 ft'.Check all applicable local codes for emerges-y a res5
requirements.
3347 29.131161 20-1/4 4.2 7,9 10.81 R50 F1 = Window meets minimum clear opening of 24" height,2 Y width,
�;.:,:::'•:;.: :;';:° >.;..:. :'�.:� '"1 �"u^'�
'w-
and 5,b ft'-Check all a. Ilcable local codes for einer en:y eq s
� �' 3353rFi.,: `� 1 /`1 `•, � *J„4:�� 4i��11x�r' .�r' .,.1�''1�.rr "" ,+ 150 r ; re f P 9 res
requirements.
3357 Ei P9-1 3/.16 25-1/4 5.2 9.9 13.1 R40/50 (1)Second number,where shown,Indicates performance with OP ri
3359<•.Ey..`p291:3i1T6"i' 6;1I„4,, ;:.j5. :;�h;` d1 ;; T-:', .3z. �,'.r; 'iE4q./5 :^i)`;.i Enhancement Kit.Installed.
b'l � � ',,.,,.a:�,l.:.`::'.,�.:e�,.c'.;.;r,.:e..�:,:...,�":"�.a�,.lh�.•��:.r:.:M.,.,1.L....,,..:..rr.�::uv,;:�.�r.:%;,�.�U'':t:...l...�: ..,�.......:�uS .P.,4,,�,.
3365 E 29-13/16 29-1/4. 6,1 11.4 14,9 835/50 7b convert areas to square meters(rti'), multiply square feet b 0.0929.
337`1 i+ 16r *r '4 830
l`:-.,1. '.J„' �,u:A;.,.Y.,`.•L M A6rr Jra.. ..I,A..ai LFi/ , Y:I�)Ir ,.{, '._f:; .,4 .:,
" 3377 E 29-13/16 35-1/4. 7,3 13.7 17,6 R30 'a'` '
? 3735'1 3. 13/16{ '1�1
„ .t.4. Miscellaneous Formulas(Equal Sash Only)
3741 33.1316 171/4. .7 0.5 R35/50
V,>4,Y 11�..y5�.,r y�
.s;'„',,,Y �R'u7, i�'J.b�
..�:.:w,N:,�.z.:";:w,afi,. r.r.::,��:',tL,�.,,:,..e'�!�,•I,�..Y.,�,�.,:..�:..�.-_::.::,.!._1..:�'.t�'a�,,..nr:�.a.v,4�lc:'.�
f 3753 33-13/16 23-1/4 5.5 10.4 13.6 R35150 Width=Frame-5" :";
Height=(Frame 7_6.5/16"),
3�[.?7,:,pt�lt_�'-�{,�/1�"�L�"���6-,'.•:L rTf"Y i h:+',�IIJ..� ,11�IiY ,dry�1�,�;rJ Y,yY�f,':i'-r4 _.,..� �r
:i
3759 E 33.13/16 26.1/4. 6.2 113 15.2 R35/50
y,r;' � °.;�„" ;,,,; .,4,1_; ,;,i':• ;'.,.,, Width=Frame-4-
3765 j 'R3 �50 Jai; Height=(Fame-4-5/16'). 2
3771 E 33-13/16 +32-1/4 7,6 14.4 18.2 R30
,::3277::::x, .',:33..1.3i�1.:$:;:;;:35-,.Tt�4::,;�-:83��r:�:'�:,fk5r7 ,.fir-;•T15:8't:�r� �'i��ri:,^ r;�i
i
6 76 Palle 2006 Aeehiteetur.11 Design Manu:,l • Division 00-Openings -windows and Doors• www.PngaADM-eom {'
09/28/2006 10:21 4132478338 RUGG LUMBER PAGE 06
�Q Double 1-314" x 9-1/2" VERSA-LAW K) 2.0 2800 DF Roof Beam1111304
BC CALCt9 9.3 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, September 28,2006 08:52
Build 057 H eAV za act
File Name: nancy shwartz hip -,
Job Name: Alan Verson 2 Unit Condo Description: RE04 om'
Address: 25 Hancock St Specter: C>0
City, State, Zip: Northampton,MA Designer: JT
Customer: Company: RUGG BUILDING SOLUTIONS
Code reports: ESR-1040 Misc.
e`f 0
12
T
.... ....-,ice ..... I ... .... '
�;.21,1116 08-00-00 :130,3-1/2" �11
61,3-1r2-
DL 610 lbs DL 810 lbs
SL 1575 lbs SL 1575 lbs
'total Horizontal Product Length=08.00.00
Load urn;; ry Live Dead Snow Wind Roof Live
Tat{Omription Load Type Ref. start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf. Area (psf) Left 00-00-00 08-00-00 15 25 01-00-00
2 Conc. Pt, (Ibs) Left 04-00-00 04-00-00 1431 2949 n/a
Controls Summaty_Values °lo Allowabka Duration Load Caso Sean Location Disclosure
Pas. Moment 8599 ft-lbs 59.3% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 2332 lbs 32.1% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl, 0636(0.142" 37.7% 3 1 output as evidence of suitability for
Live Load Defl. U956(0.095'-) 37.7% 3 1 particular application.Output here based
Max Defl. 0.142" 14.2% 3 1 on building code-accepted design
Span/Depth 9.5 n/a 1
properties
Installation
o BOISE Methods,
gineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bear_inq_Supports__Dlm.(L x WZ Value Support Member Material building Codes.To obtain Installation Guide
BO Post 3.1/2"x 3.1/2" 2384 lbs n/a 26.0% Unspecified or ask questions,please call
B1 Post 3-1/2"x 3-1/2" 2384 lbs n/a 26,0% Unspecified (800)232-0788 before installation.
BC CALCf),SC FRAMERO,AJS'u
Cautions ALLJOISTfID.BC RIM BOARD-,BCI®,
Column at Bearing 60 analyzed for bearing only,column analysis has not been performed. BOISE GLULAMT"" SIMPLE FRAMING
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEW,VERSA-LAMS,VERSA-RIM
PLUS(&,VERSA-RIMO,
VERSA-S'T'RAND@,VERSA-STUD®are
Notes trademark:of Boise wood Products,
Design meets User specified(U240)'Total load deflection criteria. L.L.C.
Design meets User specified(U360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Member Slope=0, consider drainage.
Connection Diagram _
c
4
a minimum= 2" c= 5-112 1'
b minimum=3" d= 12-'
Connection design assumes point load is'topdoaded'. For connactlon design of'slde-loaded'point loads,
please consult a technical representative or professional of Record.
Member has no side loads.
Concentrated loads one not considered In side load anslysis.
Connectors are-18d Common Nails
Page 1 of 1
2006-09-2810:48 4132478338 Page 6
09128/2006 10:21 4132478338 RUGG LUMBER PAGE 04
M.
alftmlo Double 1-3/4" x 14" VERSA-LAMS 2.0 3100 SP Roof SeamkRS02
3C CALCO 9.3 Design Report-US 1 span I No cantilevers i 6/12 slope Thursday, September 28, 2006 08:41
3uild 057
File Name: nancy shwartz hip
Job Name; Alan Verson 2 Unit Condo Description: RB02
ckddress: 25 Hancock St Specifier:
City, State,Zip. Northampton, MA Designer: JT
-vustomer. Company: RUGG BUILDING SOLUTIONS fi
Code reports: ESR-1040 Misc:
12
1W
DL 1346 lbs DL 1346 lbs
SL 2520 lbs SL 2520 10s
Total Horizontal Product Length=18-00-00
Load Summary Live Dead Snow Wind Roof Live
Tog Description Load lype Ref. Start--- End 10010A 90% 115% 133% 125% TrIb.
I Standard Load Unf.Area(psf) Left 00-00-00 18-0040 15 35 08-00-00
Controls Summary Value %Allowable Duration Load Case -Spon Location
Pos. Moment 16523 ft-lbs 49.5% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 3240lbs 30.3% 115% 3 1 - Left be verified by anyone who would rely on
Total Load Defl. U330 (0.716") 54.6% 3 1 output as evidence of suitability for
Live Load Defl, L1506(0,466") 47.5% 3 1 particular application.Output here based
an building code-accepted design
Max Defl. 0.715" 71.5% 3 1 properties and analysis methods.
Span/Depth 15.0 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(Lxn Value Support Member Material building codes.To obtain Installation Guide
00 post 3-1/2"x 3-1/2" 3866lbs n/a 42.1% Unspecified or ask qua-itions,please cell
B1 Post 3-1/2"x 3-1/2" 3866lbs n/a 42.1% Unspecified (800)232.0788 before Installation.
Slope and Cut Length Slopa Facla Depth Horiz.Length Product Length BC CALCM.BC FRAMERG,AJS-,
ALLJOI$TO,8C RIM BOARD ,5CI0,
Plumb Cut with Hanger to dbi. top plate 6112 13-1/4" 18-00-00 20-08-08 BOISE GLIJLAM'w,SIMPLE FRAMING
SYSTEMO,VERSXLAM0,VERSA-RIM
PLUSQ,VERSA-RIMO,
Cautions VERSA-SIRANDO,VgR$A-$TUEM are
Column at Bearing BO analyzed for bearing only,column analysis has not been performed. trademarks of Boise Wood Products,
Column at Bearing 81 analyzed for bearing only, column analysis has not been performed. L.L.C.
Notes
Design meets Code minimum (0180)Total load deflection criteria,
Design meets Code minimum(1-1240) Live load deflection criteria.
Design meets arbitrary(1'1 Maximum load deflection criteria.
Connection Diagram
bj— r"—d
c
a minimum=2" cm 10"
b minimum=3" d= 1211
Member has no side loads.
Connectors are:166 Common N211S
Page I of 1
2006-09-2810:47 4132478338 Page 4
09/28/2006 10:21 4132478338 RU66 t_UMbtK rum
" Double 1-314" x 16" VERSA-LAMS 2.0 3100 SP Roof Beam%RB01
3C CILCO 9,3 Design Report-US 3 spans No cantilevers 0112 slope Thursday, September 28,2006 08:44
Mid 057
File Name: nancy shwsft hip
Job Name: Alan Verson 2 Unit Condo Description:R801
Address: 25 Hancock St Specifier:
City, State,Zip:Northampton, MA Designer: 3T
Custoriner: Company: RUGG BUILDING SOLUTIONS
Code reports: faSR-1040 Misc..
�r�i rr.rri� r��r i�Mrr�rrr,r�,n,rrr���r�r�+r+rm
Connection Diagram Disclosure
" Cornpl,?ten4ss and accuracy of input must
j•.�n -• i"`" d_ be verified by anyone who would rely on
output as evidence of suitability for
• • • particular application,Output here based
on building code-accepted design
c properties and andlysi5 methods,
r Installation of BOISE engineered wood
•-� + products must be in accordance with
Current Installation Guide and applicable
building codes.To obtain installation Guide
or ask queissticns,please Call
a rrilnlmurn=2" C= 12" (800)212-078H before installation.
b minimum=3" d= 12"
Connection design assumes point load is'tap leaded'. For connection design Sr,CALCA1,BC FRAMERV,AJSTm
n of'sldo•loaded'point loads, ALLJOISTM,8C.RIM BOARD`*",SCIO,
please consult a t4chnicat representative or professional of Record. BOISE GLIJLAM'v,SIMPLE FRAMING
Member has no side loads. SYSTEMO,VERSA-LAMO,VERSA-RIM
Concentrated loads are not considered in side load analysis. PLUS40,VERSA-RIMO,
Connectors are: 1 6d Common Nails VERSA-311 RANCM,VERSA-STUDt are
trademark,of Boise Wood Products,
I.,L.C.
Pag@ 2 of 2
2006-09-2810:20 4132478338 Page 3
09/28/2006 10:21 4132478338 RUGG LUMBER PAGE 02
'$rR�
Double 1-314" x 16" VERSA-LAMS 2.0 3100 S ' Roof Beam%111301
3C CALCO 9.3 Design Report-US 3 spans I No cantilevers 10/12 slope Thursday, September 28,2008 08:44
3uild 057 File Name: nancy shwartz hip '24C>e:t
Job Name: Alan Verson 2 Unit Condo Description: RB01
Address: 25 Hancock St Specifier:
City. State,ZIP:Northampton, MA Designer: JT
Gustomer: Company: RUGG BUILDING 801-UTIONS 64VI
Code reports: ESR-1040 Misc:
0
12
3 }
7 r t l d ` {
18 b0 OD 08 bb 00 18-00-00
80,3-1/2- 61,3-112" 82.3-112" B3,3-112°
OL 1431 lbs
DL 1334 lbs DL 4227 lbs DL 4407 lbs
SL 2765 lbs SL 9412 lbs SL 9730 lbs $L 2949 lbs
Total Horizontal Product Length=40.00-00
road summary Live Dead Snow Wind Roof Live
Tag Oeseription _ Load Type Ref. Start End 100% 90% 115% 133% 128%. Trib,
1 Standard Load — Unf. Area(psf) Left 00-00-00 13-00-00 15 35 09-00-00
2 Cone. Pt. (Ibs) Left 13-00-00 13-00-00 2692 5040 n/a
3 Unf.Area(pst Left 13-00-00 27-00-00 15 35 08-00-00
4 Conc. Pt. (lbs) Left 27-00-00 27.00-00 2692 5040 n/a
5 Unf.Area(pst) Left 27-00-00 40.00.00 15 35 10-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 17952 ft-lbs 41.6% 1150/6 193 3-Internal Completeness and accuracy of input must
Neg. Moment -20775 ft-lbs 48.3% 1150/0 196 2-Right be veriflM by anyone who would rely on
End Shear -3583 lbs 29.3% 115% .193 3-Right output as evidence of suitability for
Cont. Shear 10759 lbs 67.9% 115% 196 3-Left particular application.Output here based design
Total Load Defl, U574(0.33") 41.8% 193 3 an properties and a analysis d methods.
properties and analysis methods.
Live Load Defl. U851 (0.22217 42.3% 193 3 Installation of BOISE engineered wood
Total Neg. Defl, -0.102" 13.6% 193 2 products must be in accordance with
Max Defl. 0.33" 33.0% 193 3 current Installation Guide and applicable
Span/Depth 11.8 n/a 1 building codes.To obtain Installation Guide
or ask questions,please call
%Allow %Allow (800)232-0788 before installation.
Bearing Supports Dim,(L x W) Value Support Member Material „n
B0 Post 3-1/2"x 3-1/2" 4099 lbs n/a 44.6% Unspecified AL CAIST11 BC PRIM OA AJS
Pe ALLJOISTID,BC RIM BOARDTM,BCIO,
81 Post 3-1/2"x 3-112" 13639 lbs n1a 148.4°x6 Unspecified BOISE GLULAMTM SIMPLE FRAMING
82 Post 3-112"x 3-1/2" 14137 The n/a 153.9% Unspecified $YSTEM0,VERSA-LAMD,VERSA-RIM
133 Post 3-1/21'x 3-1/2" 4380 lbs n/a 47.7% Unspecified VERsb,11ERSA-RIME
P VERSA-S"rRAND®,VERSA-STUDS are
trademarks of Boise Wood Products,
Cautions L.L.C.
Column at Bearing SO analyzed for bearing only, column analysis has not been performed.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
Column at Bearing B2 analyzed for bearing only, column analysis has not been performed.
Column at Bearing B3 analyzed for bearing only,column analysis has not been performed.
Notes
Design meets User specified(0240)Total load deflection criteria.
Design meets User specified(0360) Live food deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
Member Slope=0,consider drainage.
Page 1 of 2
2006-09-2810:45 4132478338 Page 2
1 Floor — Allowable J� iform' Lo s tf'
Allowable Stress Design-100% Lead Duration
............M„ AJSTm 20 AJSTm 25
Span
(feet) Live Total Live Total Live Total Live Total Live Total Live Total Live ` Total Live Total
Load ! Load Load Load Load Load Load Load Load Load Load Load Load Load Load Load
309' - 381 381 - 381 ' ,309, : 381 ..fi.. 381.. ... - 3B1
7 265 326 326 326 265 326 - 326 326
3 232 286 286 286 232, s" 286 1 , 86 286
g 206 254 254 254 206 254 254 254
10 185- 228 228 228 183 228 2 6 - 228
11 154 168 208 208 208 168 208 - 208 - 208
12 122 154 190 190 - 194 j. 154„ 1.:.190. , 180 ' 190
13 98 142 160 176 176 176 131 142 - 176 - 176 176
14 79 _ -132 130 163 163 163 107 132, -'1638 s 1fz3
}
15 65 120 108 152 152 152 88 123 144 i 152 152 - 152
16 54 106 90, ' 137 129 143 143 74 116 121, .143 3 14
17 46 92 76 121 109 134 134 62 109 102 134 - 134 134
i 3
39 78 65'� > 108' 93 127 124 = 127 63 103 87 927 �i(24 1 7 12 7
19 33 67 55 ` 97 80 117 107 120 45 91 75 1, 120 107 120 120
28 57 48 87 69 105 93 114 39 .: 79 6614 93 1 X11 114
2d1,, .M�. ....
21 25 50 41 79 60 96 81 108 34 68 56 ' 108 81 108 108
2 21 43 36 72 52 ` 87 71 101 34 ii0 49 " 99 71 4 85 1b4
23 19 38 32 64 46 80 62 92 26 52 43 87 63 99 84 99
24
28 56 41 73 55 85 23 '46' 38 77 95
17 34 9 �, �,. .fig, i.,
25 15 30 25 50 36 67 49 78 20 41 34 69 49 1 91 66 91
Notes:
1. Total Load values are limited by shear, moment or Total 7. Table values apply to either simple or continuous span
Load deflection equal to L/240. joists. Span is measured center to center of the minimum
2. Live Load values are limited by deflection equal to U480. required bearing length.Analyze continuous span joists
For deflection limited to L/360 or L/960, multiply Live Load with the BC CALC software if the length of any span is
value by 1.33 and 0.5, respectively. less than half the length of an adjacent span.
3. Both the Total Load and Live Load columns must be 8. This table was designed to apply to a broad range of
checked.Where a Live Load is not shown,the Total Load applications. It may be possible to exceed the limitations
value will control. of this table by analyzing a specific application with the
4. Table values assume no composite action provided by BC CALC®software.
sheathing.
5. Table values assume no repetitive member increase in See page 11 for sample calculation of plf loading.
bending capacities.
6. Total Load values assume minimum bearing lengths
without web stiffeners for joist depths of 16"and less.
July 2006
Jan 12 2007 4: 27PM City of Northampton DPW (413) 587-1576 p. 3
MUNICIPAL SEWER/STORM DRAIN AVAILABILITY APPLICATION 1
Northampton Streets Department (,UI.C( u S 4,Jw
125 Locust Street �p _
Northampton, MA 01060 " Sr cJ
587-1570
A Department of Public Works Trench Permit and Sewer Entry Permit shall be required
prior to any construction or connection activity associated with this application.
Location: 25 Hancock Street, Northampton
inquiry Made By: Wright Builders/Joyce Paige 586-8287
Date of Inquiry: 10/11/06
This property was a single family then burned down.It is now going to be
Reason for Request: reconstructed into a single with 2 side by side condos
Municipal Sewer Main in Front of Location: Yes _ No
Municipal Storm Drain Available: Yes X_ No
Lu l L.4-1 jq M 5 -S#42A5¢-,
Size of Sewer Main: `t Material: 0.L441 Age: l$ C
Depth of Sewer Main: /�-
Size of Service Connection:
Type of Service Connection:
Tie-in to Sanitary Main ❑ Tie-in to Sanitary Service at Street Line
Comments: SMOoL D 136 l /VG ,i 11/l d o i o P&&56 _s5e ac,6
Note: If this availibility is for new construction this form must be hand delivered to Building
Inspector.
A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer
system. Arrangements of such installation shall be made with the Northampton Streets Department vith a
minimum of 5 working days notification. All work shall conform to Northampton Streets Depa tment
specifications.
Storm Drain Concurrence
U John Hall Douglas McDonald,Environmental Planner
Sewer Department Engineering Department
cc: Ned Huntley,Director DPW
Anthony Patillo, Building Inspector
Jan 12 2007 4.27PM City of Northampton DPW (413) 587-1576 p. 2
MUMMAL WATER AVAILABILITY APPLICATION
Nathampton Water Department
237 Prospect St. Gl1 a CIA--YXAI;
Nor*=Vton,MA 01060
587-1097
A Department of Public Works Treneb Peru shalt be required prior to any construction o r
coon activity associated witb this application,
lemon; 25 Hancock Street, Nerlbanapton
Inquiry Magic By. Wright Bul*rdJoyce Pare 5864287
Date ofhxlnuy: io/1im Notice fax attached to this availability
Number of 1 Unit Type of Single Family Type of Private X
Units: 2 candor UniKs): Accessory Apart. Ownership: Condo
Multi-family X Rental
(Applicant to HE out the above)
Mmicipal Water Main in Egg service to
Front of Location? Yes:X No: sib? Yes:X No
Size of Water Main: 6" Mataial: C1 Age: 1915
Approximate Static Street Flow Test Conducted:Yes: No:X
Pressure: 115 If done attbch results
3/4"
Sizc of Service Connection
Suggested Meter Size: Qu=tity Two—5/8"meters
Commembs: mw water Department cannot guarantee m1egaate. ater pressure during peak demand
noses at elevsdioas above 320 teew gage mast be neoorded GO Master Deed negardbg oanuaoa
Maersbip of water service Mae.
A oarresponding water munwe fire shall be paid prior to making any connection to the muoicapi l water
SYWM
• A sofsuch' 1979 shall be made with the Nar1bffinptan Water Deparhneml with a mm ent=naf
S wow days nofiAcal
• All shall Water Department spa6ficatimLs_
l d-=-
David W.Sparks,Superintcralent of Water
cc: Ned HuMley,City Engineer
cc: Tay pawb, Building Inspector Note availability is for a new
SMtructim it must be Mad delivered to Al BMiU In�1r
\1tim1.�1\ad!rii�a�t'ec�nits\Vvatc�-Ar;plicatic>n1t�i:,te;r Av�ii.al?i.Iit;.doc
9�1 °�� 4�a�swcsasrt2� �
��^''�� DE?:'a:',1?:!' OF 3C:ti.Jt�G I;ISd_C;iCNS •`�
212 Main Street Irfunic:pal Building
INS�E�iOR ivorthainnton, Mass. 01060 �
VN1'r Scczare ccctac?
t► �(�h K
4- 17 I'I�
-7 '1,- t e7 ['Ji 1st _lccr @ TV,
22 X2� 1/2 .'_ccrs, Attic, Gee , 15 �
�lk-
51� +- `f�� �� �� � • 3a �g.�•La I
3
6
S
}
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed ConstructionrlSppupervisor: Not Applicable ❑ 1/'
Name of License Holder: vv l�� b U l� t; " " 'P� ��'� 6y�6 �"
License Number
9 Ps-16
Address Expiration Date
Signature Telephone
9. Registered Home Improvement Contractor: Not Applicable ❑
W iL4&jt1__ 6()If yD RAA o tr iM W 4- 16 1
Company Name Registr tion Number
`f K 9-1-It-A-60 tt-b N L /2 bT
Address ( Expiration bake
n
Telephone `s g�/
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 buil ng permit.
Signed Affidavit Attached Yes....... No...... ❑
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780 Sixth Edition Section 108.3.5.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors 17
Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [❑ Siding [O] Other[O]
Brief Description of Proposed t
Work: Mlt> 17011-V Ot N tm i t Ul I d E
Alteration of existing bedroom Yes No Adding new bedroom Yes Nn
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
8a. If New house and or addition to existing housing, complete the following:
a. Use of building : One Family Two Family Other OADWo�
14 14 ►+ p
b. Number of rooms in each family unit: Number of Bathrooms A p
c. Is there a garage attached? N6-
d. Proposed Square footage of new construction.GAe> n�-r, 14v Dimensions k K ( U
e. Number of stories? 3 S Tg3 Pte,— ) b v4f 6Ke'ff�--3?b
f. Method of heating? 1v tT• Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. "1rJ Masscheck Energy Compliance form attached?
h. Type of construction se
i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes_KNo
I
j. Depth of basement or cellar floor below finished grade n ,l-
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
1
I, -> LP" J" y! D(� as Owner of the subject
property
hereby authorize
to a 1&A-VA4A1--mybe I in all matters relative to work authorized by t s building permit application.
X Signature of Owner Date
r-c's / /1,b , as Owne Au
[Agent1hereby declare that the statements and informati n on the foregoing application are true and accurate,to the best of my knowledge
elief.
Signed under the pains and penalties of perjury.
Print Name
n
6 b
Signature of OwnerlAgent Date
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoni
This column to be f ed in by
Building Depart nt
Lot Size
Frontage
Setbacks Front
Side L: R: L: R: ;
Rear
i
Building Height
Bldg. Square Footage %
Open Space Footage
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
volume&Location) /
A. Has a Special Permit/Variance/Fi�hding ever been issued for/on the site?
NO O DONT KNOW O YES 0
IF YES, date issued:
IF YES: Was the permit recor ed at the Registry of Deeds?
NO 0 D T KNOW 0 YES Q
IF YES: enter Book Page and/or Document#
B. Does the site contain brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0
IF YES, has a per it been or need to be obtained from the Conservation Commission?
Needs to be o tained Q Obtained 0 , Date Issued:
C. Do any signs xist on the property? YES 0 NO 0
IF YES, describe size, type and location:
D. Are the e any proposed changes to or additions of signs intended for the property? YES I NO 0
IF ES, describe size, type and location:
E. W' the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan
at will disturb over 1 acre? YES O NO Q
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
l
Department use only
City of Northampton Status of Permit:
Building Department Curb Cut/Driveway Permit
Sewer/Se tic
212 Main Street Availability
p� y
ROOM 100 Water/Well Availability
Northampton, MA 01060 Two Sets of Structural Plans
phone 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
This section to be completed by office
1.1 Property Address:
��' �A►� s'-r f-� Map Lot Unit
(V 0 P fl,,A41q j9--D 0) M A- Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
1,A-tJ VQ-Sr-D N 5b MHO 9F•, N a PM kvtf�n N j MF-
Nam rint) Current Mailing Address: 4�b'\WMA41� Telephone
Signhfure
2.2 Authorized Agent: D
(lbw /t1 >' a •� /V o t1,/ti P7'O N
Name(Print) Current Mailing Address:
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
co feted by ermit applicant
1. Building �1 � 't /_ 4g• (a)Building Permit Fee
2. Electrical v'- 1a �. (b)Estimated Total Cost of
a /, 3b - Construction from 6
3. Plumbing � ' ! 3a-• Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection O
6. Total=0 +2+3+-4+5 Check Number
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File#BP-2007-0717
APPLICANT/CONTACT PERSON Wright Builders
ADDRESS/PHONE 48 Bates St NORTHAMPTON (413)586-8287
PROPERTY LOCATION 25 HANCOCK ST
MAP 32C PARCEL 230 001 ZONE URC
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: CONSTRUCT 2 UNIT CONDO W/DET GARAGE
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 045075
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO, MATION PRESENTED:
t 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 Co ion
?4-1 /Jo/.�
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.
kli $ 4 �`� b,k z� f t•R�"�+ emu`A��?+F
City of Northampton
BUILDING INSPECTION LABEL
�s
APP VE
�3
I.,fo-ox- Inspector s
�S
Date F �y
o-
5,
v
z t*
Ili Is I
VMS
25 HANCOC BP-2007-0717
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 32C-230 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS'TO THE GUARANTY FUND (MGL e.142A)
Category:NEW DUPLEX BUILDING PERMIT
Permit# BP-2007-0717
Proiect# JS-2007-000099
Est.Cost: $355592.00
Fee: $1779.00 PERMISSION IS HEREBY GRANTED TO:
Cons,. l"Iss: Contractor: License:
Use Group:_ Wright Builders 045075
Lot Size(sq. £t.): 10280.16 Owner: Alan Verson
Zoning:URC Applicant: Wright Builders
AT: 25 HANCOCK. ST
Applicant Address: Phone: Insurance:
48 Bates St (413) 586-8287 Workers Compensation
NORTHAMPTONMA01060 ISSUED ON:21112007 0:00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 UNIT CONDO W/DET GARAGE
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
footings:
-
Rough: ,(, -//-v7I� Rough:� " House# Foundation:
v t- Driveway Final:
Final: V11 final:.3 fs lgA)�,r-
*1 RoughFrame:Ok 6-9-4--07 -4441
44 IT A A0,_701#$ RIM
INC law uWctc S
Gas: Fire Department Fireplace/Chimney:
c
'. Rough:l 0 � �� �il: Insulation: A 2���L iO X 07 t Z PT
v -- .;
Finales–f,r_✓0 6 Smoke: `:� Final: (V,�. CV IV 17' 8 ®Al L 7.
Q,`2 Ae OX (UNIT A)0.7 at
THIS PERNIIT MAY BE REVOKED BY THE CI Y OF NORTHAMPTON UPON VIOL,kTI OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of OCCU anc Si nature:
FeeType: Date Paid : Amount:
Building 2/1/2007 0:00:00 $1779.0025649
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Building Commissioner-Anthony Patillo