16C-040 (2) Job Truss Truss Type Qty -- vP PI v 353 SPRING ST. NORTHAMPTON, MA — --
Job Reference (optional) ,
26243 T2GE GABLE 1 1 Page Truss Engineering Corp., Indian Orchard, A01151 ID: CrsQU ?m xRz3uc5f27Yyynlvk- zrGu ?XM Inc.
6 -10-8 13 -9-0
I 6 -10 -8 I 6 -10-8 I
4x4 = Scale = 1:24.8
5
Fill 18 19
7.00 12 6
17 20
3 T1 T1 7
T 3 ,
j
• 4
ST T ,
2 / 8
T -T •
i 9
� � B1 6 � ■ � !� .?
3x4 — ti���∎•∎•∎•:" �1'. �..∎∎•∎∎:... ���•∎•∎•∎ P∎*∎*; 1! 0. P. ����.∎*.! tAit�.∎• ��∎•;..';" :1).i.�.�P��� ..�.�� ∎ti�� ..': "�41 ∎1W 3x4 —
16 15 14 13 12 11 10
0 -10-8 1241,;-9-0
'0 -10-8 12 -10-8 I I
LOADING (psf) SPACING 2 -0-0 CSI DEFL In (lac) 1 /dell Ud PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 197/144 ,
(Ground Snow=40.0) Lumber Increase 1.15 BC 0.06 Vert(TL) n/a - n/a 999
TCDL 10.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 10 n/a n/a
BCLL 0.0 " Code 1RC2009/TPI2007 (Matrix) Weight: 50 Ib FT = 10%
BCDL _ —_ -- 10.0 .__ i
LUMBER
TOP CHORD 2 X 4 SPF No.2 NOTES (13)
BOT CHORD 2 X 4 SPF No.2 1) Wind: ASCE 7 -05; 100mph; TCDL =4.2psf; BCDL =5.0psf; h =25ft; Cat. II; Exp 0; LOAD CASE(S)
WEBS 2 X 4 SPF Stud enclosed; MWFRS (low -rise) gable end zone and C-C Comer(3) 0 -0-0 to 2 -10 -8, Standard
OTHERS 2 X 4 SPF Stud Exterior(2) 2 -10-8 to 3 -10-8, Comer(3) 3 -10 -8 to 6-10-8, Exterior(2) 9 -10-8 to 10-9-0
BRACING zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for
TOP CHORD reactions shown; Lumber DOL =1.33 plate grip D0L =1.33*'''`�'
Structural wood sheathing directly applied or 6-0-0 oc purlins. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to e, t 3 K ' 1F
BOT CHORD wind (normal to the face), see MiTek "Standard Gable End Detain �! +� . -- '
Rigid ceiling directly applied or 6 -0-0 oc bracing. 3) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow); t
Category II; Exp B; Partially Exp.; Ct =1.1 ( l'f .!+ I .c r t '"
REACTIONS All bearings 12 -0 -0. 4) Unbalanced snow loads have been considered for this design, ct c f1
(Ib) - Max Hoa 5) All plates are 1.5x4 MT20 unless otherwise indicated. 9 ,? f
16 =121LC 7 ro - -
( ) 6) Gable studs spaced at 2-0-0 oc. s r` f
All uplift 00 Ib or less at joints) 14, 15, 12, 11, i6, 10 7) This truss has b een d es i gned for a 10.0 psf bottom chord live load nonconcurrent wit . ' c Y , . "- F, 'J' ,
Max Gray other live loads, , C /
8) ` This truss has been designed for a live bad of 20.0psf on the bottom chord in all b ` , .
All reactions 250 Ib or less at joint(s) 13, 14, 15, 12, 11, _
16, 10 areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and . e
any other members. a .� 4 �Y�,r
9) All bearings are assumed to be SPF No.2 .
FORCES (Ib) - Max. Comp /Max. Ten. - Al forces 250 (Ib) or less except when shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 100 Ib uplift at joints) 14, 15, 12, 11, 16, 10.
11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2009 International Residential Code
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) All Plates 20 Gauge Unless Noted
Job Truss Truss Type Qty Ply 353 SPRING ST. NORTHAMPTON, MA
26243 T2 KINGPOST 1 1
-- __ __ ___ _ ____ _ J Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Aug 22 13:17:34 2011 Page 11
ID: B ?HUD8 ?8rMpaLwJPYyXu ?Iyn 1 vl- ZGbIMVJOAsTNi6CDhv59g9BZNW VnWDczZ4W_UgytITF'
6 -10-8 13 -9-0
I 6 -10-8 I 6 -10-8
4x6 = Scale =1:27.1
3 ,,-,
13
,,'''' ' OF (C:
12 / , f - 4 {t
7.00 12 If ` f:j S]r i?;
E
11 15 ; s ` � ' ,,, ,n eC'' 4 y i
8 1 T7 18
1.5x4 II 1.5x4 11 . t om '
4
2
IIPN
5
'4
- B1 c
3x4 = 1.5x4 „ 3x4 =
�� 1.5x4 I '
7 II►/
6 6
1.5x4 I'
12
p
0 -10 6 -0-0 I 12-10-8
6 -0-0 b 10
Plate Offsets (X Y): (1 :Edge 0 -0 -7], [5:E■ge,0 -0-7] .__
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell tJd PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.48 Vert(LL) -0.03 7 >999 240 MT20 197/144
(Ground Snow- -40.0) Lumber Increase 1.15 BC 0.40 Vert(TL) -0.07 6 -7 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 6 n/a rile
BCLL 0.0 • Code 1RC2009/TPI2007 (Matrix) Weight: 40 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2 9) All Plates 20 Gauge Unless Noted
BOT CHORD 2 X 4 SPF No.2 BOT CHORD �
WEBS 2 X 4 SPF Stud 1-8=23/444, 7-8=23/444, 6 7= 231444, 55 =- 23/444 LOAD CASE(S)
BRACING WEBS Standard
TOP CHORD 2-8=-544/249, 4.6 =544/249
Structural wood sheathing directly applied or 6-0-0 oc purtins.
BOT CHORD NOTES (9)
Rigid ceiling directly applied or 10-0-0 oc bracing. 1) Wind: ASCE 7 -05; 100mph; TCDL=4.2pst; BCDL= 5.0psf; h =25ft; Cat. II; Exp B;
enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) 0-0-0 to 3-0-0,
REACTIONS (lb /size) Interlor(1) 3-0-0 to 3 -10-8, Exterior(2) 3 -10-8 to 6-10-8, Interior(1) 9-10 -8 to 10-9-0 zone;
8 = 699/0-5-8 (min. 0-1-8) cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
6 = 699/0 -5-8 (min. 0-1-8) shown; Lumber DOL =1.33 plate grip DOL =1.33
Max Horz 2) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow);
8 = 121(LC 7) Category II; Exp B; Partially Exp.; Ct=1.1
Max Uplift 3) Unbalanced snow loads have been considered for this design.
8 = - 129(LC 8) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
6 = - 129(LC 9) any other live loads.
5) * This truss has been designed for a live Toad of 20.0psf on the bottom chord in at
FORCES (Ib) - Max. Comp. /Max. Ten. - Alt forces 250 (Ib) or less except when shown. areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and
TOP CHORD any other members.
1- 2=- 404/26, 2- 9= 641/112, 9-10 =- 524/116, 10- 11= 514/116, 6) All bearings are assumed to be SPF No.2 .
11-12=-497/118, 3-12=-424/128, 3- 13=424/128, 13-14=-497/118, 7) Provide mechanical connection (by others) of truss to bearing plate capable of
14-15=-514/116, 15 -16 =524/116, 4- 16=- 641/112, 4-5=-404/26 withstanding 100 Ib uplift at joint(s) except (jt =1b) 8 =129, 6 =129.
BOT CHORD 8) This truss is designed in accordance with the 2009 International Residential Code
1 -8= 23/444, 7-8=-23/444, 6-7=-23/444, 5-6 =- 23/444 sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
Job - Truss Truss Type Qty Ply 353 SPRING ST. NORTHAMPTON, MA
26243 T1 SGE GABLE 1 1
Engineering Co Indian Orchard, Job Reference (optional)
—
Truss En —
g' g rp_, MA 01151 7.250 s Nov 19 2010 MiTek Industries, inc. Mon Aug 22 13:17:31 2011 Page 1;
ID:CdAjoTztJkYs6c91 CIXVQwKyn 1vn lvn- 9hvdkTH8tx5preTeOnXRDW20 _IMWJIgXt6lJtWylIT1
7 -5 -15 13 -10-8 20-3-1 27 -9-0
7-5 -15 6-4 -9 6-4 -9 7 -5 -15
2x4 = Scale : 1:52.7
5x6 =
ry�2 3 36 2x4 I ts lI r
33 ..
4x4
i • 4x9 41: F -fie ' i r,
r 5 w
r '
\ 0 3Y ti ��
31 ' � T3 �� 38
K
1 •
-
��jj _ 0
cf _. .
ICA 4x4 = - 1 1 29 30 9 •
4x4 = 12 10 8
3x4 = 3x4 - 5x6 — 3x4 — 3x4 =
0 -8 9-3 -11 1i 26 -10-8 27 -970
0 -10-8 8 -5 -3 9 -1 -10 8 -5-3 0 -10-8
Plate Offsets (X,Y): [4:0 -2 -0,0 -0-01, [5:0 -2- 12,0 -2 -01, [10:0- 3- 0,0 -3 -4], [23:0- 3- 4,0 -2 -0] _ _- _
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl L/d PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.68 Vert(LL) - 0.40 9-11 >776 240 MT20 197/144
(Ground Snow=40.0) Lumber Increase 1.15 BC 0.95 Vert(TL) - 0.82 9-11 >494 180
TCDL 10.0 Rep Stress Ina YES WB 0.57 Horz(TL) 0.07 8 n/a n/a
BCLL 0.0 • Code IRC2009/TPI2007 (Matrix) Wei 9
BCDL 10.0 ht: 164 Ib FT = 10%
LUMBER
TOP CHORD 2 X 4 SPF No.2 5) All plates are 1.5x4 MT20 unless otherwise indicated.
BOT CHORD 2 X 4 SPF No.2 TOP CHORD 6) Gable studs spaced at 2-0-0 oc.
WEBS 2 X 4 SPF Stud *Except* 1- 2=312/0, 2 -31 =508/161, 31 -32= 377/166, 3-32=-281/180, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
W4: 2 X 4 SPF No.2 3-33=-1795/292, 33-34=-1666/303, 4- 34=- 1654/316, any other live loads.
OTHERS 2 X 4 SPF Stud 4-35= 1654/316, 3536= 1666/303, 5 -36 =- 1795/292, 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all
BRACING 5 -37 =281/180, 37 -38 =- 377/166, 6 -38 =- 508/161, 6-7=-312/0 areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and
TOP CHORD BOT CHORD any other members, with BCDL = 10.Opsf.
Structural wood sheathing directly applied or 3 -2 -10 oc purlins. 1- 12=-41/325, 11 -12 =- 120/1553, 11 -29 =- 19/1125, 9) All bearings are assumed to be SPF No.2 .
BOT CHORD 10 -29 =- 19/1125, 10-30= - 19/1125, 9- 30- 19/1125, 8-9 =- 120/1553, 10) Provide mechanical connection (by others) of truss to bearing plate capable of
Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-8=-41/325 withstanding 100 Ib uplift at joint(s) except (jt =lb) 12 =197, 8 =197.
2 -2-0 oc bracing: 9 -11. WEBS 11) This truss is designed in accordance with the 2009 International Residential Code
WEBS 3-11= 375/177, 4-11 =86/729, 4-9=-86/729, 5 -9= 375/177, sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
1 Row at midpt 3 -12, 5-8 3-12=-1513/139, 2-12=-544/298, 5-8= 1513/139, 6 -8 =- 544/297 12) All Plates 20 Gauge Unless Noted
REACTIONS (Ib /size) NOTES (12) LOAD CASE(S)
12 = 1506/0 -5-8 (min. 0-2 -6) 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp B; Standard
8 = 1506/0-5-8 (min. 0 -2 -6) enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) 0-0-0 to 3 -0-0,
Max Horz Interior(1) 3-0-0 to 10 -10-8, Exterior(2) 10 -10-8 to 13 -10-8, Interior(1) 16 -10-8 to 24 -9 -0
12 = 238(LC 7) zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for
Max Uplift reactions shown; Lumber DOL =1.33 plate grip DOL =1.33
12 = - 197(LC 8) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to
8 = - 197(LC 9) wind (normal to the face), see MiTek "Standard Gable End Detail'
3) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf=30.8 psf (flat roof snow);
FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. Category II; Exp 8; Partially Exp.; Ct =1.1
4) Unbalanced snow loads have been considered for this design.
:Job Truss Truss Type Qty Ply 353 SPRING ST. NORTHAMPTON, MA
I .y
26243 1.1 GE GABLE 1 1 s
Aug g
Truss Engineering Corp., Indian Orchard, MA 01151 ID:gp 60p e W42hjkrokO I Gvf6u6EdpibNNlAtnxTV2gPTghBtNOXxyUK6kkyllTIJ
13 -10-8 27 -9-0
13 -10-8 13 -10-8
4x4 — Scales 1:50.5
8
.- 9
4 7
1!'
,
. A' S
6s 12 \ 10
6 \0
29 i '
5 11
.. I I
4 iT7 12
I S i ST6
3 S \3
S S , T E TI5 ST4 I
2ST ST3 '-'-ST114
S 2 I S I\ 16
i Si 1 7 0 In 0- 0 0 0 A 0 0 :y 0 0 0
I0
0
3x4 = 3x4 =
28 27 26 25 24 23 22 21 20 19 18 17 16
5x6 =
0 tt-0 I
0 -10-8 26 -10 -8
Plate Offsets (x,Y�:J210-
L 3 -0,0 -3 -0j --
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 197/144
(Ground Snow=40.0) Lumber Increase 1.15 BC 0.16 Vert(TL) n/a - n/a 999
TCDL 10.0 Rep Stress 'nor YES WB 0.27 Horz(TL) 0.01 16 n/a n/a
BCLL 0.0 • Code IRC2009/TPI2007 (Matrix) Weight: 132 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2 10) Provide mechanical connection (by others) of truss to bearing plate capable of
BOT CHORD 2 X 4 SPF No.2 TOP CHORD
OTHERS 2 X 4 SPF Stud 7- 8= 0/258, 8 -9 =0/258 withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 28, 21, 20, 19, 18, 16 except (It =tb)
BRACING WEBS 27 =146, 17 =131.
TOP CHORD 7 -23= 253/61, 9 -21 =- 252/61 11) Non Standard bearing condition. Review required.
Structural wood sheathing directly applied or 10 -0-0 oc purilns. 12) This truss is designed in accordance with the 2009 International Residential Code
BOT CHORD NOTES (13) sections R502.11.4 and R802.10.2 and referenced standard ANSI/TPI 1.
Rigid ceiling directly applied or 6 -0 -0 oc bracing. 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. 11; Exp B; 13) All Plates 20 Gauge Unless Noted
WEBS enclosed; MWFRS (low -rise) gable end zone and C -C Comer(3) 0-0-0 to 3-0-0, LOAD CASE(S)
1 Row at midpt 8 -22 Exterior(2) 3-0-0 to 10 -10-8, Comer(3) 10 -10-8 to 13 -10 -8, Exterior(2) 16 -10-8 to 249-0 Standard
zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for
REACTIONS All bearings 26-0-0. reactions shown; Lumber DOL =1.33 plate grip DOL= 1.33 , '
(Ib) - Max Harz 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to 7.- +,
28= 238(LC 7) wind (normal to the face), see MiTek "Standard Gable End Detail" I 'Chi.: ; hie, #-
Max Uplift 3) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow); •
All uplift 100 Ib or less atjoint(s) 23, 24, 25, 26, 28, 21, Category II; Exp B; Partially Exp.; Ct =1.1 ,. _ w_ _IF r r
20, 19, 18, 16 except 27=- 146(LC 7), 17=-131(LC 6) 4) Unbalanced snow loads have been considered for this design. r a r # e ` % ' y _
Max Gray 5) All plates are 1.5x4 MT20 unless otherwise indicated.
All reactions 250 Ib or less at joint(s) 27, 17 except 6) Gable studs spaced at 2 -0-0 oc. Ea`' -r r- '
22= 364(LC 1), 23= 374(LC 2), 24= 329(LC 2), 25= 287(LC 1), 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
26= 256(LC 2), 28= 297(LC 2), 21= 373(LC 3), 20= 331(LC 3), any other live bads. . r /i
19= 286(LC 1), 18= 256(LC 3), 16= 298(LC 3) 8) ' 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 o4 _ 1 '
FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. any other members, with BCDL = 10.Opsf. . ; >�
9) All bearings are assumed to be SPF No.2 .
i Z 7 -V /9 II' - .+s /C/
Job Truss Truss Type b — _Ply 353 SPRING ST. NORTHAMPTON, MA
26243 T1 FINK 115 1 (optional) I
i Job Reference Truss Engineering Corp.. Indian Orchard, MA 01151 ID:CdA oTztJkYs6c91QXVQwKyn1vn- O8Qb3kB6IT5xuQs6Y5OZugEe Page 04deR8rM1sMubzyllTQ
7-5 -15 13 -10-8 20-3 -1 27 -9-0
7-5 -15 6-4-9 6-4 -9 7-5 -15
5x6 = Scale =1:49.4
r
20:1 , .■ ------ 12 18 I r , e:/ / 1. tfi
17 20 ;r3 -`1, i-
4x4 / \ 4x4 �`, a
3 5 + i r . .
° ti p XI* 4 21 ' - -. s
oq A'' �v� =1�'
/ 2
1.5x4 I 15 �� K 1.5x4 I
2
6
7
e = 1 . 1'? 0
4x4 = 12 11 13 1014 9 " 1-61 4x4 =
3x4 = 3x4 = 4x6 = 3x4 = 3x4 =
O.10 ./8 9 -3 -11 18.645 26 -10-8 2T-0TO
0 -10-8 8 -5 -3 9 -1 -10 8-5-3 0 -10-8
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.68 Vert(LL) -0.40 9 -11 >776 240 MT20 197/144
(Ground Snow = '10.0) Lumber Increase 1.15 BC 0.95 Vert(TL) - 0.62 9-11 >494 180
TCDL 0.0
BCLL 1 0.0 • Rep Stress Ina YES WB 0.57 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 119 lb FT = 10%
LUMBER
TOP CHORD 2 X 4 SPF No.2 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all
BOT 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
WEBS 2 X 4 SPF Stud 'Except' 1- 2=-312/0, 2-15=-508/161, 15-16=-377/166, 6 81/180, any other members, with BCDL = 10.0psf.
W4: 2 X 4 SPF No.2 3-17= 17952922, , 17-1 7 -18= 1666/303, 4-18=-1654/316, 6) All bearings are assumed to be SPF No.2 . '
BRACING 4-19=-1654/316, 19 -20 =- 1666/303, 5-20=-1795/292, 7) Provide mechanical connection (by others) of truss to bearing plate capable of 1
TOP CHORD 5 -21= 281/180, 21- 22=577/166, 6-22 =- 508 /1618/161, , 6-7 =312/0 withstanding 197 lb uplift at joint 12 and 197 Ib uplift at joint 8.
Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD 8) This truss is designed in accordance with the 2009 International Residential Code
BOT CHORD 1-12=-41/325, 11 -12 =- 120/1553, 11- 13=- 1911125, sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
Rigid ceiling directly applied or 10 -0-0 oc bracing, Except: 10 -13 =- 19/119/11 25, 10-14=-19/1125, 9-14= 19/1125, 8 -9- 120/1553, 9) All Plates 20 Gauge Unless Noted
2 -2-0 oc bracing: 9-11. 7-8=41/325
WEBS WEBS LOAD CASE(S)
1 Row at midpt 3 -12, 5 -8 3 -11 =375/177, 4-11= 86/729, 4-9= 86/729, 5 -9= 375/177, Standard
3 -12= 1513/139, 2- 12= 544298, 5 -8= 1513/139, 6-8=-544/297
REACTIONS (Ib /size)
12 = 1506/0-5-8 (min. 0-2-6) NOTES (9) I
8 = 1506/0-5-8 (min. 0-2 -6) 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp B;
Max Horz enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) 0-0-0 to 3-0-0,
12 = 238(LC 7) Interior(1) 3 -0-0 to 10 -10-8, Exterior(2) 10 -10-8 to 13 -10-8, Interior(1) 16 -10-8 to 24 -9-0
Max Uplift zone; cantilever Left and right exposed ;C-C for members and forces & MWFRS for
12 = - 197(LC 8) reactions shown; Lumber DOL =1.33 plate grip DOL =1.33
8 = - 197(LC 9) 2) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow);
Category II; Exp B; Partially Exp,; Ct=1.1 i
FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. 3) Unbalanced snow loads have been considered for this design.
TOP CHORD 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with '
1 -2 =- 312/0, 2- 15= 508/161, 15 -16= 377/166, 3-16=-281/180, any other live loads.