HomeMy WebLinkAboutTRUSS SPECS - 96-00029 - Dr Robert Walker Dental Office - New Building() 1, f" . I ". 2 . �, -' .9 7 WE 15 : 4 4 FAX 2 0 8 5 2 2 6 4 5 9
WIC TRUSS
I
REXBURG
f NSPECF1` o 0 1
DELIVERY LIST Dale,01122JEi7
B M31 15 Bombardierve. AUq, VV 1z 6 1 0 �MC REXBUKG JOB #
Idaho Fallst ID 83402
TRUSS PLANT Office- (205) 523-6691_�--_ D
Fax: (208) 522-6459
BID
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5ALE3 REF
Job
R11'a STEVENS
BID
I'D LT TI? USS E. A,,-rPER TS Model: WALKER OFFICE BLDG. LAYOUT
ENG. BY
i
SPLC$A�_
1 N S TRI 1 J T 10 N
equested
Deli
ORDL-RD-A'E 01/20/97 01/20197— 01/30111-007
7
Date Delivery Date
Roof Trusses
CANTILEVER
=magma I I
- 2.65 30-07-0
APEAK 2 1
:2 X 14
4-00
50-08-00
Al 2
0.00
2 X-5 2 4
4-00 50-08-00
A2 2
0.00 2 X t3 X 4
A3
4M 2 50-08-00
0.00
2X5
4W 50-08,00
A4 -GD 2-3 0.00
4,00 16-02-04
A6 12
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A6 - STB 6 4.00 15-10-04
0.TTM 00
2 X 4
B -PEAK 2 08-07-08
0,00
2X4 2X4
4 00 24-08-00
131 2
. ... ........ 0,00
4.00 24-08-00
132-0r) 2
ZX B
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83 1 2 4.00 24-07-15
0.00 2 A 4 2X4
24-07-15
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B5 4.00 24-08-00
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4,00 17-11-08
U00 2A 4t
4, 00 17-11-08
02 -GD 2
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4.00 06-05-08
D1 2
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NOTES
DATE
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01;22197
01J22197
02-00-00 3
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02-00-010
02-00-0 1102-00-0
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01 � X21 8 -9 7 IAI ROOF TRUSS
6459
BNC TRUSS
16-0-0 3
16--0-0 1$-5-0
4.00
y i �
11'h� 14 �. L sx4 v
REXBURG INSPECT 10.1
INf i
BMC UR/ W.AL-LKE R OFFICL
S :.
6X8 - 4x4 6x6 - 6X8
r13 14
M
L
5x10/ J 4-,k8
50-8-0
50-8-0
50-8-U
16-U-0
10/)V1 1 1,5 4 it 4x14
T:T0V CISORD[
50-8-02.0_0
\X4 cf
Sheathed or 1-9-15 ori c-critcr purlin -,spacinjIf.
7
I
i3
OT CHORD
j
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-
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k15
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2 X 4 DF Stiz&Std
WEDGE
Left' 2 X 41 R-fght.2 X 4
M
L
5x10/ J 4-,k8
50-8-0
50-8-0
50-8-U
16-U-0
10/)V1 1 1,5 4 it 4x14
I.,Vi
T:T0V CISORD[
50-8-02.0_0
TOP CHORD
Sheathed or 1-9-15 ori c-critcr purlin -,spacinjIf.
7
I
2 X 401 IOff 1 8 *-Except
OT CHORD
I
0
I.,Vi
T:T0V CISORD[
50-8-02.0_0
TOP CHORD
Sheathed or 1-9-15 ori c-critcr purlin -,spacinjIf.
BOTCHORD
2 X 401 IOff 1 8 *-Except
OT CHORD
Rijtd ce- il ling dir ctly a ppli d, or 10-00-0 U o rl t er hrac i ng.
Plate ffLts,
[ .k -0 " .`- 1- (B4O- -.D..,_. 0 -4 -84, LC -0-3-00-22-01,
�[ .0 ---0--.. _F ,
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2 X 4 DF Stiz&Std
WEDGE
Left' 2 X 41 R-fght.2 X 4
d
s
TALING
CS]
PLATES
GRrP
DEFT
LOADING
T L,L
3 5. ,
Plaick Increase
1.15
TC. 0.86,
Vert(LL)
0
L /K
8 U6
I ( a )
J86Fe148
'i DL
10.0
1 Lumber Increase
1, j.5
BC OL99
Vert(TL)
1.18
'J[d PX
I ?
� 16(1 p)
1631115
LL
.0
Rep stress Incr
YES
(.1:49
Hurz('11)
0,40
11
n/a
�
Code
U'BC-94 U'.-94
Min Length
LL dcfl— 240
Weight: 276
Ibs)
I.,Vi
T:T0V CISORD[
TOP CHORD
Sheathed or 1-9-15 ori c-critcr purlin -,spacinjIf.
BOTCHORD
2 X 401 IOff 1 8 *-Except
OT CHORD
Rijtd ce- il ling dir ctly a ppli d, or 10-00-0 U o rl t er hrac i ng.
B2 2 X 4 DF No. I &Btr
WEBS
I Row zit mid 5—M, D - Ko J -Q
W L, B S
211 X 4 DF Sttid/Std
OITI-TFR S
2 X 4 DF Stiz&Std
WEDGE
Left' 2 X 41 R-fght.2 X 4
R.f-'ACTIONNS (A-ssisize) A-276 1.!`0 .5 - 8 -H;--2 94 1 J 5 - 8
FORC C
"FOP CHORD A --B.:---6868. , B -C-3 3 , C- =- 8 , D -E=---+ 387* -F -e.__6 k F— =-5832, G- y; 686
BOTCHORD I R-1— F1687 1-J_ -646 x+ J - =; 1, I�.-L=— 3 1, x.41\1=5531 y _ I- —6464$ i -%-- 4
WEBS- ,r�-1 , -�' i - � � � ,--.I 1 , � - I --4* E-• =578 F#x-1120, 1-'52—j � - j--10 ] ,
G-1=154
NOTE
1) Provide adequate dram age to prevent ate r pmi d l ng -
SOA AStandard
F+J.tlj;la,, �'Pu I-Af% of is his io j 'IU 10CI 1 L P:;;0v1 .,irI 131-2 1 PQ 01 q12UQj So q.3 111 -L 5TITP X spine i .. r
jgvI)
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Truss
Job Truss Typt
F
010123-97 A2 F TRUSS
G
TLr S S
-REXB'L7:RG INSPECT 1
QtY ply
I
I BMC � . 1 RC VN. .'[f EOFF CE
36-8-0 50-8-0
1400 280
r
a x4
B-�
3.
414 .� 1.,X4 ei 5x I U/M1
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-:
D -
i l
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y
■■ DE FL 01) (lec) 1/dcfl PLAIMS GRIP
TCLL. 0"T'S Z piatcs In -crease
TCDj' -17T-15 TC
74
i (2090 186/148
Lijinbcr Incr-ciisc 1. t5 BC 0.98
vert(n) 1-31 LfK 460 M ](1 163/11:5
l.; [� 0.0 Rep Bess Ines YES WB 0,75 1-forijL) 0-41 1.1
i Min l,enbqh LL def = 240Weight X
L F 1,8E WEBS
WEDGE Left, 2 X 4 ht.. 2X 4
Sheathed,or -04 on cc.rytc;r pudill spacir-F.
FORCES
SOP CORD
c T C) T RD H-1=6567, �—J - 6566, I—. ;---- 81 , -Lt=:- 7 64} L—M=5816., I - — 717
fA-
8-N= 1 34P, B -Nl=-8 14 C - M=;74 5 6, -1_=169l I -LmL:�1� D- = - . -K=- ., F. =1 676034 `'
P
NOTE TE
I PrO- vide adr-qu to {drainage to re en] water ponding.
LOAD CASE(S) Standard
r
lob Truss
T- ,
E rug Type
.3 R00F TRUSS
i
12", -0_
12-0-0
i
522 6459
milm
BAC TRUISS
- -REXBURG INSPECT 10006
Qty i 1Ne
i? 1
'BMC 0111 -ICT;
A � i
,
y c 2. 7 -Fel, IIS : » 9� f n - T -1
38-8-0
-- - 26-8-0
4x4
43 4
--��" el
a
- �c
DO -8-0
12-0-0
4Y,4
- 2x4!! 4x6 - rt-,,-L46-x10
D E F H
12V 3 V 5 N;l 13
Ll
L
U6— 7x S IVI 1 .- ] 2x4 i 4 4X 14 T
SU -8-U
50-8-0
r
RE, ACT IONS (Ib. ,size) A-27 LFO-5- , J=29 -1)' .5.8
FORCE
TOF-1 CHORD A-13=-73'36, - tea_ 3, -D=- 82 6. D -E =- 8 , E -F= - 0 7 7
.16920, K L '- v L, 2 [ � i , 1' �- ,.. J�� ' , P- ,;;:6 0,, ia -692-0
'940-= _= �1 -=-�r1 -Q-xT13-P_-754, _�,, -
TI{
i
l) Provide adequate drktiriagc to prevent water ponding,
140 AD CASE(') SStandard
50-8-0
2-0-0
--a--+ter---•.,.�..�_..,,..,Y---
Pfo re 0 fl gets ( .,). JC, U- � � v��� F [HE 0- -410-2- 1� [L:O - -
� ,. t • -
- `JY
, -4- ]i I wU--1.12,0-2-011,LOADING
(psi)
_I
FCLL
.5.0
Pias Increase
1, 1.'
Fac 0,71
fe L) E 736
g.
prJiq0
149/110
'
i Tib E.r Inc re a s e
1.15,0,,74rqm�
1,-) F- 468
m I 89a
.•
11791159
BCLL,
0.0
Rep Stress Ing
YE SWH
a r .�
RCOL
10.0
Code
U13C-94
'din Length LL detl= � 240
Wcight. 30.E
I
' LI Tom! ER
RRAUNG
TOP C110RD L
TOPCRORD Shcathtd or -0-2 on,
center purfI n s aiice. .
T2 A' X 6 DF SS,T36 DF SS
BOT CTIORD Rigid Cei ling directly
applied, or 10-00-00 Gji center bruga fl.g.
BOT CHORD 2, X 6 DF SS
RE, ACT IONS (Ib. ,size) A-27 LFO-5- , J=29 -1)' .5.8
FORCE
TOF-1 CHORD A-13=-73'36, - tea_ 3, -D=- 82 6. D -E =- 8 , E -F= - 0 7 7
.16920, K L '- v L, 2 [ � i , 1' �- ,.. J�� ' , P- ,;;:6 0,, ia -692-0
'940-= _= �1 -=-�r1 -Q-xT13-P_-754, _�,, -
TI{
i
l) Provide adequate drktiriagc to prevent water ponding,
140 AD CASE(') SStandard
1 2 �T
. Y Trans
01028-97 B2 -GD
T7SS6459 b"MC TRU -REXBURG INSPECT 01.3
Truss, Type
� Y _z—
]p FRUSS
U
12-4-0
12-4-0
3x4
R�
_ F7
5x7 n
D
6x8 _2A 4.x
4x9
Ply
BMC REXBURG/WALKER OFFICE
.1). TW227P9� i e Tn—dVR -� ; Inc. ._
24-8-0
12-4-0 - -
4x4
E
ti - .-
e
ri
a
4x5
2x6 a
4x9 _.
OP CHORD 2 X 6 DF No.2
TOPCHORD t cat e -d or'-7-11BOT CHORD -2 X 8 DF SS n -u��te.r purlin spacing.
BOT C110RD Rigid ceiling directly lie , .or lei- o` n c�4er bracing.
4 SPF No.-)
RE
ACTIONS 11bSy'size) A=3994/0-5-8., 3994/0- -
FORCES
TOPCHOS - =-1010 , B- - 1 x -D=6259, --E;s:-62597 -'1 ' =- 1 ,'y L=- I U 1 4
1307 1 -1-1 0, IR -T-9560.1-, 1-1=7793'7 I- =779 } -L=95 , A -L -,--- C)
WEBS
iL-990, B--- ] 897, -I=-11-J=-229-j=--361 11 E-J--2Z219D, ErT-1+ lir P-1--189-7, k-H--}qu
i
NOTES
1 I IPSCK -1.,US26 recommended ded to support span carried at 24" _c. along bottom chord..
0
LOAD
w.
I ) LuTr be IncTease= 1,115, Plate ilio asc-1.1
U at' for Loads (Ibs per ftp
B-(,'=--90'01 C- --90,0, D- =-90.0, E -F=-90,0, - - ', o "fir- =-240,0 -[�`-240,0 I -1--240m,
a w = 240.Oy -L'--2 .0, -Lz---: 40.0
24-8-o
24-8-0
24-8-o
`1111 1I7
PlateOffsLYls ,—X ,
�+f+��� i� - 1•��p�L�J ��" = '�yF ��i -� -]��
��`-gI 7 -- 'L
_—.r.. �— �.—�_�4j.}[�� }
_te.e_—,'V�+
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1■
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LO.ALDING
PACING
0-
CL
TCDL
.dates fn rea�e
I A 5
TC 0.72'
rt(L-11
0,33
` `
890
1
75,120 (20 . z) 1491110
Lumb%.'r Increase
1.15
BC 0,85
Verqn)
0.51
K/J
566
er Sere-incr
�`:
Fes.
s I �_{
Ts
�iLFJI
iti. 1�3
Gn/1
�
C L
10, 0
j Code
U '- 4 �
a ML Vh L defl
-7-2"40
Wey ht166 (,lbs)
I
OP CHORD 2 X 6 DF No.2
TOPCHORD t cat e -d or'-7-11BOT CHORD -2 X 8 DF SS n -u��te.r purlin spacing.
BOT C110RD Rigid ceiling directly lie , .or lei- o` n c�4er bracing.
4 SPF No.-)
RE
ACTIONS 11bSy'size) A=3994/0-5-8., 3994/0- -
FORCES
TOPCHOS - =-1010 , B- - 1 x -D=6259, --E;s:-62597 -'1 ' =- 1 ,'y L=- I U 1 4
1307 1 -1-1 0, IR -T-9560.1-, 1-1=7793'7 I- =779 } -L=95 , A -L -,--- C)
WEBS
iL-990, B--- ] 897, -I=-11-J=-229-j=--361 11 E-J--2Z219D, ErT-1+ lir P-1--189-7, k-H--}qu
i
NOTES
1 I IPSCK -1.,US26 recommended ded to support span carried at 24" _c. along bottom chord..
0
LOAD
w.
I ) LuTr be IncTease= 1,115, Plate ilio asc-1.1
U at' for Loads (Ibs per ftp
B-(,'=--90'01 C- --90,0, D- =-90.0, E -F=-90,0, - - ', o "fir- =-240,0 -[�`-240,0 I -1--240m,
a w = 240.Oy -L'--2 .0, -Lz---: 40.0
I
01/22/97 ED 5) 0 FAX"' 208 522 6459
BMC TRUSS
P7
INSPECI CPO
F
I Job Truss
4 - vPTe Ply
I Qty
'0 1Ti
02 8- 97 A4 -GD ROOF TRUSS 12 -BMC. RIP -XB[, -I LKER OFFICE
3 00's
I
T
10-0-0 40-8-0 50-8-Ij0
to -0-0 =4
30-8-0 110-0.0
m
va-
.2
x w v
5x14 2x6 11 40
8xj -1 --. 4x4
C D E
U
SIG m 18
U4 z: 7X6 s 4Y,4
F G T
ro
.3 w :3
JL_
I
4x5
S
I Ox 121M 18
R
4x5
4x4
I
Q
8x 1 0)'Aet 18
8x12
j
4x4
i. L
3
P 0 N
4 x5 2X6 11 5xJ4
0 0 50-8-0 2-0-0
P 1'r), le ffs ets X,Y) A: 0 3 YO - IL - I C x-4_470•6_0 15 [0904 0- 0T 4-Li 11 JK. 0-4 -4,0 -6-...__,T.-__._��_.____.._ . _._..... _.....__.._. _.._.�-_ ___. _._
0] [M 0-0-9, 0- 1 - 11, f C) (1i (i - t) -4
d-
LOADINGr (psi) SPACING 2-0-0 CSS
-k .0 ildt qL PLA:rEs G RIP
Plates Increase 1-15 TC 0,84 vert(T_L� 1.05 6- 572 1 Pvt'20(20ga) 149/11
YC D I T
_[maber Increase 1,15 B C 0, 9�0 Verijf,) 1-66 G 364 IVI 18 (18 127/11 _3'
LI
lzcp strcss Incr NO kVB 0.73 H0.rZ('_1fr_) 0 L 23
BCDL I OLO Code UBC - 94 (Matrix)
Min Length LL dell 240 Wei gk- 341 Obs• )
LVMBER
fo P CHOM 2' X 4 Df 2 1 00F 1. 9 Ji * E x cept
2 2 X 6 DF SS TOP CHORD Shcathed (>r 5-8-3 on cenccr 1:)urfin spacing.
T2 21. X 6 DI: LS T
Y BOTCHORD Rigid celfifig directly applied, or 10-00-00 On center bracing.
B OT C i 1OP-D 2 X 8 DF S.S
r�
WEBS .1 X 4 DF St uci- Std 17-�xcep(*
R
, ]=7791:00-' - E ACTIONS (lbs"size) A5-8, M=7747.11)-5-8
FOR ri, IS
TOP C11-10RD A- :-=-X0384, B -C--22002 C -D=-230 D4_S--28085. L-F"�32231 F-0---3-345211 U-1-1--3-3452. H -I=-32231
14--280855 J -1K=-218083, K -L-=-22002, L -M= --r-20384
BOTCH01kD M -W -19187)N -0--19187,0-P-2-0923, P-Q=20923-,Q-R";'#19228,R-S=32231, S-T-m:3223j1,T-U=2822:&, UN;72&923}
V�w_ L092J W-Xf -- 1918710 A -X-4 918?
WE,•BS B_X=-1Qr,'16 B-W186LI7 - 39,j -
C -W=2184 CUlmg.372, H-Uw--3143 E -T=4718, F-Tn---12S=-14380 G -S-422, H -S-1438
F
H -W;_"12_3'9, I -R=4718, I-Q�-3143, K-Qz-:-83731 K-0=2184, L-0=1864, L-1 :=-1026
NOTES
"-P!'- MISS Lo be, cormected together With 10d nails as follows: 'rop chords omnected with I row(s) at 12 inchQs,:Pn cemer. onom
d--,ijcdS c(wiiectcd %vlith I roxv(s) at 5 inches on center_ Webs mmnected with I row at 6 'nchcs on center.
Pr vj �. adejuatc drainage to prevciut V"ater ponding.
S IMPSON f IUS26 rei�.ornmtm ded to support concent-vate-d load from member(s) pe-rpendiculox to truss at I Q1 m -5f 3) V, P.
LOAD CA SE(S)
I I Lunibicr Incicase-,1, 15 I'litit Ucreasel-- 1, 15
Continued on page
01 / 2 2 lel 9 7 Vi E D 1): —3 1 F A X 208
Tjuss
728-97
A4 -CTD
%I -C WES-TTIIINFKYT.AEUS-�
T Truss
Type
ROOF TRUSS
%WWI Nw-
WIG ""RUSS
REXBLTRG INilj-->ECP'I'
Qly Ply
2 3 El MC R-EX13 TJRG WA I -VER- OFF ICE
LOAD CASE (N)
Ull,.fol m ojd-s (. lbs per h)
VQt.A-33:;---9c, 0, C -D=-90.0. D -E-90.0, E -F=-90.0, F-07-90.0. G -H=-90-0. 14�90-0, J -K=-90-01 L-M=-90sib. NI -W-220.0, N-0-
S)-Tw:--2-35.4, T -U= -235A U -V-.2'5.4, V -W--70,0, W -X=---20,0 A -X=-'0)0.0
Cuncewrattd Lc)ads (lbs)
Vert:A =--I 80.01J. 180. 0 PT -1552.9,;;--1552.9 V
fl
Z-.,. or o �s
I
'.1 %-
z
WED 13"':5`2 FAX 208 0-22 6459 BMC 'FRUSS REXBURG 1NSPE(--'-,T 11;i 0 0 9
----------------- -r--
I ?IV
h1b Truss rass Type
r
01 - -97 A6-STf3 :MONO 16 B -)4C KF -XB UTRG J'WALKER OFFICE
13 NIC \NTEST (1 21997-1 -1--,
age
15-tO-4
M
I
4,00 �rz
1.5x4 1
C
3 x_ ��Y ,�4
-V I
x4 0
3
.5x4 2
QSL�-
3x% I Dxq 11 ai 3x4
`late Offsets (XY): [A,0-5-4-,0-0-51
1'..,OADING
bbb
SPAC'ING
1-0-o
CS1
TCLL
375,0
wo_
Plates fnci-eas-e
TC 0.98
]'C DI
C0
Lumbev Inctmcasc
1.]5
BC 0.61
acim-l-,
x0_01
Rt Stress Incur
YES'
WB 0,68
D CDL
10,0
Code
UBC -94
LUMBER
TOP CHORD '-J X4L;11F 1651 rJ-F I � 52
BOT CHORD 2 X 4 S11F No,2
WEBS 2 X 4 DF StudiSid
SLIDER Left X 4N,',.r6-1. S P F 4-0-:3
REACTIONS (Ibs/size)
-5-8
A7-844/0-5-8 D=844/0
FiORC-ES
TOP CHORD A- 8=-120 5, R- C;=;0!2 C -T) =_3 5 5
WEBS 154, B- 1197
WAD f.'ASE(S) Standard
15-1 0-4
15-10-4
_ ..--- _-
15-10-4 _.-__
In
ti
DFL (in.) (Ioc) 111defl PLATES GRIP
Vert(LL) 0.10 RD 999 -M20(20ga) 149)110
Veft(PFL) 0.16 Er' -D 9V)
FAI'o r-7 (TL) 0.03 D "ja
4N[ia Length 1 LL &M — 240 Wtight: 62 Obs)
BRACING
TOP C14ORD Shtathed w 2-7-1 on center purfiri spacing,
tXr11,111pt eiid verilcals
BOT C14ORD Rigid ceiling direc'Lly appliod, or 10-00-00 on center bracing,
WEB -S t Row at midpt B -D
0 2 2 /9 7 FAXY 2 0 8 5 2 2 6 4 -0 9
joh Press Truss Typt
I
I- �
E".111C TLRUSS
REXBURG INSPECT
Qty
L
BMC REXBURG I" WALKER OFFICE
H57T-T 9 9 6-1V ffi Ek' -f —rj dii-s-fff � 7s-r—
nc.
16-2-4
16-2-4
4.00 1-1-2
P1aFeoffi;et:S'(X1Y)- [A-0-0-0.0-1-71
SPACING
0-0
L&'WIN G (psf) 2 - T
TCLL
MuiLes (ncreasc-
1-15 1'C
TC DL
10,0
Increass
1.15
113C
BOLL
'
cp Stress IT=
YES
WB
BCDL
'10. 0
C r:vd e.
UBC -94
LUMBER
TOP CHORD 2 X .1 SPF 16501" 1, 51�
BOT CHORD 2 X 4 SPFKo.2
WEBS ? X 4 DF Scud!Std
CACTI Obs/size) A-9-63/0-5-8, D--863110-5-8
FORCES
TOP 14 RD A- =-=
B--1-52,B-Co,C-D=-355
BOT CHUR-D D-E=11"74,A-E-1174
�V 1:13 S B -U- tm-' 1. 57, B -D=- 1250
LOAD CASE(S) Standard
-16-2-4
16-2-4
16-2-4
IN
3x4 --
DEIFL kin) (Iuc) 11 t1 PES GRIP
VM' LL) 0,10 ED 999 MIU(20ga) 149/110
Ven(n) 0, 16 F,/D 999
Hou(TI) 0.03 D a1a
'vfiI ii 1, enuth +fie LL detl ;-- '12-40
WcighL- 59 (Ibs)
BRACING
TOP MORDShcadrd of 2-7-1 on center purlinspa oing,
excert -end vertl'cals,
130T C11 RRigid ceiling directly applied, or 10-00}00 on ucnter bray I Tj 6W,
W74BS I Row at midpt- B,D
I
0
J6.m lid "� -r'-97 11 " hr -'D 15 4 F, A X 208
Job Riss Tmss Type
.01028-97 D - P E., --Ax KL-- CONalON
--FMC WUYf-(M A FAL L -S)
T 12.65
ZVO-7
6459 BHC TRUISS
RE—IBURG INSPECT 011
C)tv . Pl%,
2 i BM REXBURG WA L KL R OFFICE
2 199
—
4 - 3
-1 8-7-8
4 - 3 - I 2-f 4-3-12
4x4
MAP
12
Tl
2
/Sil4l S -
2x4 ,.
1-5x4
s-�-a
x-�-s
2x4
8-7-8
nm�
LOADING (pjwf) SPACING 2-0-0 DEFL
TCL35,0 i PL
L ATES GRIP
I'lates Increase 1.15 TC j,00 rt L) 0.0a j I
M20(20ga) 149/110
TCDL IO'D i.umber Increase 1.15
Vert(TL) 0.00 f
13CT,L 0-0
Rep Stress Incr YES WD 0 Of) 0.00
BCDL X0.0I Codc U -BC -94
Min Lente LL defl 240 Weight. 31 (1 h.q)
LU MBER
TCJP CHORD 2 X 4 S P F N
BOrr CHORD 2 X 4 SPW2,
OTPI ERS 2 X 4 DF Stud St
FORCES
BRAC NIG
TOP CAOR D Sheathed
BOT CHORD Rigid c-eillng directiv .L l 5,1.or A-D,4-ii,6, C,D,,6.0}O �is t cerit
� b
NOTES
J ) hirable mqui res contlauo.us t)ottorn chord beanng.
Gable stkids spaced at '24 inchcs on center,
3) (3able, studs excceding 72 inches len,(,Jlh to lie la(crally N -aced at midpoint, For studs exposed to wind- -let Nil"rek "Slar.&trd Gabllel--'nd
4) Studs to be Ea ton �Nith 1,5A M20 phacs_
LOADCA Sjri.#S) StaridaT d
i
0 -1 / 2 26" 7 WI D 170 6459
,rtTruss i Truss Type
0 1 OEl 9 - 1) 7 BI I ROOF TRU S S
-LLS)
1 2-4-0
12-4-0
B)IC TRUSS
4x4
4.001-7, C
B I
5x6
C REXBURG 1 WALKER.
24-8-0
12-4-0
1.5x4 1,5,x4
B
D
vn
T I
REXBURG INSPECT Z o 1. 2
24-8-0
_.. _ '214-9-0
.--
-0-
Plate Offsev; (X,Y)-, rA:0-0-0,0-0-71,
1-(-)A1)111N'Gr
psf)
SPACING
CSI
Plat Increase
1.15
TC 018
el"('"IDL
10io
Luinbur Increase
1.1 -;;z
I
BC 1,00
0.0
Rep Sm -ss Incr
YES
WB 0.27
BCDL
10.0
Code
UBC -94
LUNIBER
TOPC HORD 2 X 4 SPF No
BOT CI-JORD 2 X 4 SPF No.2
WEBS 2 X 4 DF StudJStd
RICAC'-FIONS Gb3y'size) A-151 1/0-5-87 E=1511/0-5-8
FORCE S
]Oil CH011U) -B=-77 7, JB -C` 2359
P C -D=-2360, D -F-=-2747
U ('[-](JKD E -F=--2-)'6& F -G-18 16, A - G--2568
WL S B -G;---456, C-0=;620, C -F=621, D - F=--455
LOAD CASICi ('Sw) Standard
3x4
DEFL PX-A,46TES GR11P
Vert(LL) 0 - 2 3 G/F 999 "\4210(20ga) 149/110
Vr((TL) 0.36 C3/fl 8 15
1-1orz(TL) (1,09 F -
Min Length i'LL. deCT -- 240 Weight: 82 (Ibs)
BRACING
TOP CHORD
IBOT CHORD Rigi(l i;[lin directly applied, or 10-00-G0 an cenlff bracino
r- L'. I
01/22 9 ' 15: 5 A 208 522 6 4 r -
,fob Truss Type
p
H - i ROOFTRUSS
LTM J ._-S
I
12-0-0
12-0-0
BMC 'TRILIr
REXBURG' N S E C FV Z 0 1
Ply
I
I
BMC XB , ! WALKER OFFICE
i
130U,s Fe, 11996:
12-§- L� -
-
�4-8-0
--12-0-0
0_$_O
149/1 10
Lumber Increase
1,15
4, D
_ 1.5x4
�
G�
.- "
I �� r ,,•� ,� '� � � �— �by
T4a
— 3x4 5x5 1-0X 6L
_
i
24-8-0
I --
0I
2,0�0 24-8-0 2-0-0
Plate, Offsets
7 ), p .r jy .; -4+- -� � � ID -0-0-070-1-8], [F: -2"10.#0-7 -715 [H.0-0-0,0-3-0)
f al t -q Tnt-ro-nw-
i
PLATES
350
TCDL
149/1 10
Lumber Increase
1,15
BC 0.98
Vert(TI)0.37
I/I-1 912
B LL 0.0 Rep Stress Incr
YES
WB 0.38
iorz(IT)
0.09 iiia
BCDL 0. Q
I
='Mft11T,
I
LU NIB E R
TOP CHORD 2 X 4 SAF o.2
T s 2) 4 SPF :bio.2
i Wu 13 S 21 X 4 DF Stu td
REACTIONS �Ibs/siaff) A:=151 1 /0- - 8� F=-151 110-5-8
FORCES
TOP CHORD A - B=-7 9267 B-C:a- _'1 784, -D=-1970, ,L---.784, �-� 826
BOT 1.1 F- =2641 � -1•i--1959, -1= I' p -1=264 I
1 T-'1 S B- Tz------3 k -1= 1 r -H= y 1- TM , - rw—u 951 E- �.
OTS
I o v i 4 It! :-: d cq u Mt. d r at nage to prev e nt water pond'
Ing-
I
BRAUN - TOP CHORD Sheathed or 2-1-13 on center pearlin spa hi, .
i ' 0i 1 l r�0 Ir _ i , or 10 -DU -00 on enter bracing. i
I
01 VE D L:
a Z)
�9 FAX.- 208 522 6459
Truss Tier)
Job Trus,;
a 1028-9,7 134 ROOF TRUSS
JFK MMV1 •-,�-AHU- FALEST---i-
11
T
Plate Off-sels(Xly):
1 0-0-0
10-0-0
B M' C T R L' S S
o 15
REXBIRG INSt
Ply
2 1 BMC REXBURO( WALKER OFFICE
noustrics., 111c. Wed I-a-22-T4T2F--93'T1Q9T
14-8-0
4-8-0
24-8-0
2 -4a-
24-8-0
4 0
4.00[T2
c
LOADING
(psf)
SPACING
2-0-0
4-7
4
4.
TCLL
-T2,--
Plates Inc-Tc2sc
1,1
I TC 0.776
TCDL
10-0
Lurnbcr Increase
1.15
....... ...
BC 0.74
xz
0.0 i
Rep Sttess Incr
YES
VfB 0.20
W3.
10'D
codc
'U13C-94
0"
Ti
A
5x6
24-8-0
2 -4a-
24-8-0
1,111VIBER
Inol-I CI-TORD 2 X 4 S11F No.,? *Exceptjl
1-2 2 X 4 SPF 165OF 1.5E
BOTC140RD 2 X 4 SPF 1650f 1.5E
WEBS '2' -Ne 4 D 1; S I u FI- S I d
j REACTIONS (lbs/sIze) Az:r-I 511/0-5-8, F=1 .51110-5-9
I I "
�ORC�]S
T011' CHORD A-B=z-2796. B -C= -23K C -D----2242, D -E=-2364+ EI -F=-2796
BOT CHORE) F--&-26047 G -M=2242, A - H=2604
fir' F413S D-Fiz--�() 1E -G' -392
R I c 7 , D -Or -301,
INOTES
I)Providcadequatedra'
r to prevent water poiidiflg.
LOAD CASF-VS) Standard
24-8-0
..F
1 0 0-0
5,7
G
3x4
5x6 -
04 W-=�-C- 9K
DEFL Oji) iloc) I/def]
zPLATES G RIP
VeTI(LL) 0.22 HIG 999 M20('2Gga) 14,9/11:0
Vert(1'1,) 0.35G/F K 3 1
Horz(TL) 0,09 F n/a.
Min Le -n&/ LL d 1 =1-40 1 Weight: 9-2 (Ibs)
k
BRACING
TOP CHORD Sheathe doo-2- 5-14 On Gcntcr purfin spacing,
B01. C110RD Rigid cell1m] directly applied, or 10-00-00 (ni �x tcr bracing,
Z:
I
LOADING
(psf)
SPACING
2-0-0
CS1
TCLL
35.0
Plates Inc-Tc2sc
1,1
I TC 0.776
TCDL
10-0
Lurnbcr Increase
1.15
BC 0.74
t3CL L
0.0 i
Rep Sttess Incr
YES
VfB 0.20
IBCDL
10'D
codc
'U13C-94
1,111VIBER
Inol-I CI-TORD 2 X 4 S11F No.,? *Exceptjl
1-2 2 X 4 SPF 165OF 1.5E
BOTC140RD 2 X 4 SPF 1650f 1.5E
WEBS '2' -Ne 4 D 1; S I u FI- S I d
j REACTIONS (lbs/sIze) Az:r-I 511/0-5-8, F=1 .51110-5-9
I I "
�ORC�]S
T011' CHORD A-B=z-2796. B -C= -23K C -D----2242, D -E=-2364+ EI -F=-2796
BOT CHORE) F--&-26047 G -M=2242, A - H=2604
fir' F413S D-Fiz--�() 1E -G' -392
R I c 7 , D -Or -301,
INOTES
I)Providcadequatedra'
r to prevent water poiidiflg.
LOAD CASF-VS) Standard
24-8-0
..F
1 0 0-0
5,7
G
3x4
5x6 -
04 W-=�-C- 9K
DEFL Oji) iloc) I/def]
zPLATES G RIP
VeTI(LL) 0.22 HIG 999 M20('2Gga) 14,9/11:0
Vert(1'1,) 0.35G/F K 3 1
Horz(TL) 0,09 F n/a.
Min Le -n&/ LL d 1 =1-40 1 Weight: 9-2 (Ibs)
k
BRACING
TOP CHORD Sheathe doo-2- 5-14 On Gcntcr purfin spacing,
B01. C110RD Rigid cell1m] directly applied, or 10-00-00 (ni �x tcr bracing,
Z:
I
0 1 9' WED 16.- 0 4 FAX
J44, Truss
WE.Sl IIJAHU �ALL S T
N. ul
'No
208 5-22 6459
BjMC TRUSS
RFUL G INSFIECT j 020
Truss -I'-vp,-- Qly MY
IN 10 "N7 0 16 1 1 BMC REX-BURG ?.'WALKER OFF[CF
e D T1_,__l YWAM _r6rTvm M
I A w Od i AE -72 14'-rj 46 `1 1
6 -0 0
6-0 .0
4.00 1.5x4 i i
r:�
2.5x4
RMOOM
6-0-0
6-0-0
w
1.5x4 i
2-0-0 6-0-o
tA-0-0-0,0-
o
LOADING (psf) SPACING 2-0-0 CS1 DEFL (m) (10c) PILATES GlUP
'rCLL
i Plate.s% lncrea8t� 1-15 TC QJ8
Vert(LL) 0.04 A/C 999 M20(20,ga� 149/111)
CDL 10.0 i Lumticr lnc�xtase 1.15 BC OA6 NollerlCM) 0 .0 A/C 999
B (1.0 i'tc--p Slit In YES ViB 0. C)o Hor-z(TL) -0.00
F3("DL 10-0 Code UBC -94 1\41 n Le ngth I' LL de tl 40 W6ghl; IS fibs)
- — – --------
BRACLNG
TOP CHORD X-1 SPF Ni2I
TOP CHORD Shm-hed m- 6-0-1) on ccnti�,r purlin spacing,,
BOT CH01W 2 X -4 SPF No.2 exccpt erid verticals -
W E B.S 2 X 4 DF S_Zud!'Std
0 YREM 2 X 4 DF Stu d,,'S td J30T CHOI�D Rigid ceilimy dircetly applied, oy .[0_00_00 on Custer bracing.
w rlxir, Left-, 2 X 4
IMA("HONS (lbs/size) A=48710-3-8. C=307/0-5-9
FORCES
I BOT Cl,-IORJD A - C=O
LOAD C"ASE(S) Slandald
01 /2 WE 16,05 FAX 208
s
1-tuss Type
I � �
0 9,01 ; D3 -GD ROOF TRUSS
FSS: JA—� �
A . '.
B
�4
_ f
-'W1=.
1�
BMC TRUSS
RENBURG INSPECT [a 0 !),1.
j tY ply
1, 1 2 1M rBURCT dAI-KER OFFICE
I
J-J0U �Te6 22 11 997—p k T - i
12-4-0
-- -- 12_4.0 --
]-.5x4 i E
C
3x4 =
D
10 5x7
124-0
12-
LUMBER
I BOA' CHORD
r ., "I 1 (I b s/size:) A 3 97411 -0- , F= 974!'l -0-0
FORCES
-1"O X1-1 1M A -B -- � 1 ., B - -- 383, -D - 5R D- =- } E-F�---221,
8
WE 13S B-14-7090., C-14 -1559. -H—U, D- --3 5 9, E- G - 7090
JIM].�r1 cl — .L-fweight: 5 ( Lbs)
BRACINLG
TOP CHORD Sheath&,d or 5-0-3 on cen wr purl it spac I II&
except en(]
F
BOT CHORD Rigid c-fiIirig d1rt-c.C1 y app ii cd, or 10-00 - an r -mer bracing
NOTES
, I � s rp t together ivi 10 nal -Is as follows: Top chords connected �� � 1 MW(S) at 12 inches n center, B ttol"
c ovds counected whit 1 rove :s) at 4 inches o -n center. Webs comiected with .1 row at 6 inebes on center.
i) SIMIYSONFLIS26 recommended to suppo sp:n carried at 24" .c-, along bottom c -fiord.
Unif'orm Loads (Ibs per ft)
ev[ -C----90.0, C - D=-90-0, -E - D -Or F-0--570,0, 6-11=-55570. r. ..M=:�--7o-o
12-4-0
I M:1te 0 ffsets (Xjy).
[B 0 1, 8 0- 1-81 [E31 0- L -830- 1 -St [G. 0- 1
U-2-121
LOADING
—
(pst)
SPACING
-0-0
CS1
DEFT
�
� ��
�. ����� PLATES
1"CLL
'r
Plat Increase
1.1
TC
0,44
Ver (LL)
0.1
jr
fVC
999 ) I0 11
l� 10.0
Lu nbl--r Increase
1-15
BC
0.6a!
0.18
'Ry
7 fes{
13CLL 0'a
Rev Stress Incr
�0
W
.92
rz 'L.
0 1
F
r
BCDT-
Cede
I AC.: -
- T—
I -
LUMBER
I BOA' CHORD
r ., "I 1 (I b s/size:) A 3 97411 -0- , F= 974!'l -0-0
FORCES
-1"O X1-1 1M A -B -- � 1 ., B - -- 383, -D - 5R D- =- } E-F�---221,
8
WE 13S B-14-7090., C-14 -1559. -H—U, D- --3 5 9, E- G - 7090
JIM].�r1 cl — .L-fweight: 5 ( Lbs)
BRACINLG
TOP CHORD Sheath&,d or 5-0-3 on cen wr purl it spac I II&
except en(]
F
BOT CHORD Rigid c-fiIirig d1rt-c.C1 y app ii cd, or 10-00 - an r -mer bracing
NOTES
, I � s rp t together ivi 10 nal -Is as follows: Top chords connected �� � 1 MW(S) at 12 inches n center, B ttol"
c ovds counected whit 1 rove :s) at 4 inches o -n center. Webs comiected with .1 row at 6 inebes on center.
i) SIMIYSONFLIS26 recommended to suppo sp:n carried at 24" .c-, along bottom c -fiord.
Unif'orm Loads (Ibs per ft)
ev[ -C----90.0, C - D=-90-0, -E - D -Or F-0--570,0, 6-11=-55570. r. ..M=:�--7o-o
9
I
01/22/97 WED 16.- 06 FAX 208 522
Job Truss Tta-c-s Tvve
0l oi- S -V D 1 R00VIRUSS
i3 NIC.R'CFFA L L S)
J.'j;4te
2-0-0
6459
MIC TRUSS
REIBURG INSPECT Z. 0 2 09wr
Qty Ply I
-34 1 IBMC kE-X-B(fRG i WALKER OFFICE
u F&U-721-27-r 9 qF-NlTT6-k-liTdt, S t -r, e S, I h-rl-, -Nvc-a j aal 2 2 T5'1 9 9 7 'Va'g C I
�..-. 1--
10-d-0
x4
B
T 17. -
W2
B I
)v
2.5x4. --
1.5x4 I L
C
3x4.-.-
10-0-0
10-0-0 - - -
3 j
-
LOADIM,(psf)
=641
SPACrVG
21 - 0 - o
CS1
DIEFL
(in)
(loc-)
I/defl ]PLATES GRIP
TCL.L
3 5. 0
ll laths Increase
1-15
TC 0.46
Vert�LL)
0.33
A/D
35�
M2(j(20ga,) 149/110
I TCDL
10,0
Lumber Thos
1.15
BC 0,62
vert(rrl�)
J3CLL
0.0
Rev Stress Inez
YES
WB 034
florz(TL)
0,01
D
Ini
la
13CDL
Code
UIRC -94
Nlin Lemyth j
LL detl
= 240
ki - -Z
LUMBER BRACING
TOP CHORD X 4 SPF No,4-2 TOP CHORD Sheathod or 5-6�9 on center purlln spucing,.
i3o-r ctiofcD 2 X 4 S -PF Nu.2
except erld velflticRls d
SLS X 4 D V Stud. -'S td
B01'CHOR-D Rlaid celillng directly ,applied, or 10-00-,00 on centek- bracing,
REACTIONS (Jo s/size) A -709/V-5-85 D-529/0-3-8
FORCES
TOP CHORD
I B01' CHORJ-j
I WE
I
A -B7= -603j3 -C= -C,, C-Dx.22 I
A -D-=--562
B -D=;----600
LOADCA-S-E S) S awrl-, ar
I
01f,` ED 16-07 FAX 208 522 6459
BMC TRUSS
I.r -- -..3
'J-RE'XBT'PGF I'NSPI-'C-['
Job Truss 'fypc, QtY Ply
D 4 MONO 1 1 B I'M C REXB LJTRG ff W AL KE. R OFF I C E
TMATLST �5-LF6-sthes, I ric.
ge T-
8-0-0
8-0-0
I
4.00 I -T2
1.5x4 i;
B
8-0-0
1.5x4 ii
RE ACTIONS (Ibsisizc � A-509910-5-8. C=419/0,54
FORCES
TOP C1401W A -B B - C=_-]
,43
BOTCHORD A -C=O
L.QAJD CASE(S) Staridarcl
2-0-0
-0-0
}' q �y �r
I Jul �J'`y'
�...._.�.._.�.��..-
-
LOADING (psf)
SPAiCINLG
CS1
XL
Dk 0n) (loc.) Yd
PL G R
TCT,L 3; 5, 0
-ra)j-
Flags Inc-reasc
1.1.5
TC 0.88
Verb,LL) 051 A/C 709
_jFr
10,0
Lumbi --r Tncreasc
B C* 0,19
VPH(TL) 0.20 A/C 451
I BCLL 0,0
Rep S(Fcss Iner
-dr-
YES
WB 0.00
HOWITL) -0.00 C n /a
13CDL 10.0
Co UBC -9 4
Min Length i LL de fl , 240
c�ligfil. 23 (Ibs)
BRACING
TOP CRORD 2 X 4
SPF 16 5 OF, I 5F
TOPCHORD S hcathed or 6-0-0 oo
ceaer purl in spad
BO-FC-HORD 2 X 4
SPF
CxCept cnd vemcals.
WL -13S 2 X 4
DF StudStd
DOT CHORD gid direct1v
Ri
-d, or 1000-00 ork centcl. brazil-
appl�L. -az
RE ACTIONS (Ibsisizc � A-509910-5-8. C=419/0,54
FORCES
TOP C1401W A -B B - C=_-]
,43
BOTCHORD A -C=O
L.QAJD CASE(S) Staridarcl
0 1 1`090*2/97 �VED 16-'08 FAX 208 3-22 6459
11 Trus%- T'russ Type
010'28-07 D5A Ttu'OF TRUSJS
B_Nf(:WESTT1DAH0_FA=)_'
k
2.5x4 ---
B11C TRUSS
REXBLIRG INSPECT Q 0.2 4
QtY ply
13 MC RENBA,.G WALAR FILE
B
B
X 4 DF 210OF I
130T CHORD 2? X 4 SPF No1
IMAC'fJONS (Ihslsize) A=�Q4in--c..k r-.-. "0 A 5Z r4 =t -A ---t it e n :,- 9
Max Hort -v;---6_3f load case 2)
NlaxVcrt —0 load case 2), C=76(load case 1).B=338(load case 1)
� FORCUA-
I T011' C I IORD A-B:z-- I IS
BOTC14ORD A-0-0
NOTES
V) ,]1M as,; has been r
hecked for un5alanued loading cmidiTions about j oirit B,
Q I
LOAD CASEIS) 1-11)'Landard
BRACING
TOP CHORD Sheathed or 6-0-0 on center purl in spacings
BOT CLORD Rigid coiling directly applied, oi-10-00-00 on center bracing.
C_
LOAD ING I usf)
SPACING
CS1
IDJEFL
0 11 0 0
P LATES GIUP
TCLL 351.0
ILL
ates FrLurmse
TC 0 90
-Veirt(U)
0.13•/C,
A
T1 7
M20(20ga) 149/110
TCDL 10-0j
urnbtr Increase
BC. 0.33
i Vert(TL)
0-20 A/C
456
0'0
ReD Srrtss lact
WJ3 0.00
J X 1 11.)
B
n/a
13CD77 I 0_0
Co'deII
UBC -94
(Matrix)
Min Length;"
LL dell = 240
Weleffit. 23 fibs)
X 4 DF 210OF I
130T CHORD 2? X 4 SPF No1
IMAC'fJONS (Ihslsize) A=�Q4in--c..k r-.-. "0 A 5Z r4 =t -A ---t it e n :,- 9
Max Hort -v;---6_3f load case 2)
NlaxVcrt —0 load case 2), C=76(load case 1).B=338(load case 1)
� FORCUA-
I T011' C I IORD A-B:z-- I IS
BOTC14ORD A-0-0
NOTES
V) ,]1M as,; has been r
hecked for un5alanued loading cmidiTions about j oirit B,
Q I
LOAD CASEIS) 1-11)'Landard
BRACING
TOP CHORD Sheathed or 6-0-0 on center purl in spacings
BOT CLORD Rigid coiling directly applied, oi-10-00-00 on center bracing.
Job Truss
I
I
_97 D513
208 6459
sxc TRU YS
Truss Type
i
ROOF TRUSS
BMC WALKER
5-11-11.
5-11-11
REX TG 1NSPIC1' IQIO_>:,
LC)AVING 1ps
o TC.L1_ 35.0
I
70A, 16.0
c -u- 0.0
]CTAT- 10.0
2. 5 x4
__
5-11=11
5-11—i1
SPACING
.0- i
� �OEFL
(in)
1/deft
(I oc)
Plate's In reasr,
1.15
is 0.77
e Q
0.A/C
999
Lumber icr a sc
1.1
. �8
Vert(TL)0
0,06
A C
999
Rep stress Incr
YES iWB
0,00
Harz(TL)-0.00
11
1)"a
I Co--
`J
f � .s
J
r
BOA' CHORD 2PF o.
� ,F a iLifc,116m I LL cell _= �-jI
]BRACING
OP CHORD
BOA' CHORD
REACTIONS (I/size) A=48CU-5- S} C=56/0-3-8:0 � 1 �-- 8
Max 11 rz A---r-630oad case 2
Max Vert =492(l a . cause , CI=5 1 a , r, s 1), w-24 j ad ca.$c 1,
IF ORCES
TOP CHORD
BOT CHORD A-C;r--fJ
NOTES
I)This tfUSS hds been dieck-td for unbalanced foading c n.�i���� ��OU,L int ].
LOAD CASE(S) tandat•d
jPLATES
0(2sa) J49/110
el.ghv 14 O
Sheathed r 6-0�0 on c mter purl i n spacing,
Rigid cci.Ungdirectly plied, or 10-00-00 an cermet b rac iti .
e