HomeMy WebLinkAboutTRUSS SPECS (1) - 09-00241 - The Raspberry Garden Apartments - 4 Unitsrqwy v
Fran
01', ll.l'...�"' 1 oil 11
. ��f6 EI I i��� � . ...........
J
--------------
PH (208) 324-8161 FAX (208) 324-3159
515VVestmainSt,
J r mel 183338
BUILDING DEPARTMENT
ROOF TRUSSES
LOADING
INFORMATION
E. ESC
I I
DQTE1eN21bs
PAG E 1
t.. DATE
I N E -E -R I N G
QUOTE,
JOE331TE
2.
LAYOUT
CUTTING
ROOF TRUSS SPACING:24.0 I. O. C. (TYP.)
Uu
U-uu= -UJ-UU M -0J -U0 2 X 4 2 X 4 101 -00-00 101 -00-00
2 4.00
%ol
SPECIAL
�r_ar
4
0.0 A2 38-03-00 38-03 X42X4�01-00-00 01 -00 -OD
194.48
SPECIAL 51-411
0.00! A3 38-03-00 38-03-00 2 X 4 2 X 4 01-00-00 01-00-00
02-02-12 195,41
SPECIAL
0.00A4 38-03-0 8-03-00 2X4 2X4 0 1 -OD-00 01-00-00 102-00-00
201.72
SPECIAL 6 1-814
-00-00
0, 00 --., A5 38-03-00 38-03-00 2 X 4 2 X 4 01-00-00
199,74
7f -41f
2 0-00 A6 38-03-00 38-03-00 2 X 4?
0 2 X 4 01-00-00 05-00-00 02-:00-00
205,81
SPECIAL 11
Q U. uu A 38-03-00
GABLE
2 4.00 A8 38-03-00
GABLE
1 400 0.00: B 19-08-00
S_.
PECIAL
3j 4.001 B2
GABLE
12-65
4.00
2 4.00
I MONO TRUSS
0,00 EJ 1 -
MONO TRUSS
0,00--,-EJIA
GABLE
FIF
GIRDER
O.OD HRI
MONO
U.uuj 11 _j 01-11-11 1 01-11-11_' 27C41 1 2 X 4 01-00-00
I
J-03-1 i-'11 D3-11-1 9 2 X 4 2 X 4 01 -00-00
03-11-11 03-11-11 2 X 4 2 X 4
2 X 4
u5 -U:? -1 2 1 2 X 41 2 X 4 1 Dl -00-00
i
05-02-12 E 2 X 4 2 X 41
L-u�-00-00 t 08-00-00 12X412X4101-00-00
08-0.0-00 08-00-00 2 X 42 X 4.
111-00-08 11-00-08 .2X4 2 X 4
11 -0 3-00 L 11-0 3-00 12 x4z X 4101-0 5-00 j
0001 MONO
J2
MONO
0-.00- J2A
01-00-00 05-00-99] 02-00-00 I _ � _
195.07
17'-8 112"
01-00-00-1 213.21
4'-7 5/16,,
119.73
41-7511611
01-00-00 98.79
44 -oil
42.98
V-1 1 718"
10.57
2'-7 7/8"
181.69
21-7 718 p
17.26
w . .& mmor
PH (ZQ$) 324-8181 FAX (208) 324-3159
BUILDING DEPARTMENT
515 West Main St.
Jerome, ID 83338
DATE 10/12/09
m
PAGE
DATE
ROOF TRUSSES
ITEMS
: — __
Connectors
LOADING
INFORMATION
THJ
05-11-11
RDF TRUSS SPACING. -,24,0 IN. Q.C. (TYP.)
THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION, (EXCEPTIONS NQTED�
RECEIVED BY:
GATE:
THANK YOU FOR YOUR BUSINESS.
I -x-9 711"
H EJ HT
E) HT
CHECK
BY
v Cp
LL -1
v Cp
r
�TANDA.RD GABLE E�lD
WIND SPEED 8 0 MPH, MEAN WALL HEICW7 IS FT. C
� DIACONAL OR L -BRACING
Al?gA 18 TAILI 69L6Q
VA-
ETAILI,
11
r
TRUSSES AT 29' O.C.
SHEATH INC
I Mrd. p� Ar x I � � - .. ,�y►� 07�� ��
2X3 TYP' . `~VARIES TO COMMON TRUSS
t4orEa roe CHORD MAY BE NOTCHED MAX.-wo-
POR
2x3 4R 2XI INSTALLEDFLATWISE E 32" ox,, ON CABLE
WITH VERT ICAl. Q 16' o.c,
IBY A7NOA$�
2x4 LATeRA�.
A A BRACING AS
� l� REQUEREQ.
- - - — - — --�
END WALL-*"�\
- � b -TA
�t
l
O -
CONT. BERING.
3X5 SPL, SPT.
SPAN TO MATCH COMMON TRUSS$
TYPICML 2K4 L -BRAC' ISA€LPY 70
2X-4 VERTICALS W/8d NAILS, 8" O.C.
VERTICAL STUD
AI
SECTION --k
n
1-1
LATERAL BRACING NAILING SCHEDUI.G,
VERT, HEIGHT.
P T �
-04 - 81,6"
NA I L A T 9 END
Id
1d
NOTE
i.ET. HAD BEEN CHECKGO 14Lr
tlEAN WALL HEIGHT 15 FTj x./246 UEFL. CRIT*
2-C"ONNECTION BETWEENBOTTOM 1 CABLE 61Q
TRUSS AND WALL To bF. rROVIOEO BY r WEER
OR IT TI
1I Cr- LUMBER
Tics 2XII No..--Lllm 91 ?". llj1e
a -C, 2Xi No,,,Zgl
Webs 2XI 5 TUD- /
LOA01 NO P)
L
TOP
eOTTOM 0 1
q.PACING,, ln h O.C'.
TPI -9S Crit,
u }
STft. INCR. j 5 79
DRAW NL 6 y d JB
CHECKED BY r JAI
REP, 5TRE55+ YDS
3FURNISH COPY Or- THIS ORAWINO WCGHTRACTOR
FOR &UCING ll�TLLT;w
4o8RAGING SHOWN IS FOR INDIVIDUAL TRUSS ONLY,
CONSULT BLOC: AkCHjT5Cr R ENGINGER FOR
TEMPORARY AND P t�Cq l S.ZACING OFRODF T �
I imd7 1p
C� C�
MlYek Industr1a5 Inc.
Approve'i�Qt'lfut J�jd/les Imp
SEP 12 �0011?.
1
u
STANDARD GABLE END
DETAIL 69M pgG�'2 OF �"ow j
3/6)00 �--J
w
P?
SIMPSON A34
OR EQWVALEN
LEDGEF
GABLE EN
4wlGdNAiV,sMim at v\ninnm SHEAYHIN(s`
'I*
STANDARD TRUSSES 2.41) O.C.
NOTES
E3�2X21) 2X4 NO2 OR 97R, FOR LEtiGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 8" O.C.
2X4
9BE 4-,
4 LEDGER
TNK 7AILED0 CONNECTED ACH STUD WITH
VR,STJD WITH 2- 10d TOE NAILS
4)7HH 10d NAILS SPEC fFIED FOR LEDGER AND STRONG BAC K ARE 10d BOX NAILS (0.'!31"
THIS DETAIL IS APPLICABLE TO -STRUCTURAL GABLE END
IF THE FOLLOWING CONDITIONS ARE INET:
I. MAXIMUM HE1GH7 OF SRUSS = 8'-6"
2. MAXIN,UM PANEL LENGTH ON 70P AND 80T. CHORDS = 7'-0"
3, THE HORIZON7At, TIE MEMBER AT THE v6NT oveNinlc sNnlwL ae aR,4ceo (g q• -o, D.C. MAX.
a. Ftense cONTACT.I'RUSS ENGINEER IF THERE ARE ANY QUESTIONS,
K
"0
'ED @ 5'--o" O.C.
EACH END OF
RACE EXTENDED
)NNECTED TO
i.
DIA, X 3.0" LG -0
I-
sEP 12 7.007't
1�0. S��«�l�nC�,
hone: (916 63-7021 Fax'
(916) 363-7027
PRO TERMINAL T -BRACE.
PER THE ATTACHED
W PRO RESTRAINT TERA
SEE THE ATTY.'sCHED SCEDUIE. AOR THOF TR USSSES THA T CA N BE BRA CE S
D BA SED ON
TYIE L&XBER AND LENGT11 OF THE WBRAcE-
SEE THENA-MINGDEQ UIREMEN
SCHEDULE POR CONNECTING THE
TO THE ACE
IN THE ATTACHED
BRA cE
1X4 GRADED LUMBER oR .2X3 DR .2X4
F;ATERAL BRA CE PER TRUSS DESYG'1V WITH
(2) -10d CpM.h1'DN NAILS PER jYEB (Typ.)
TRA INT
R7 BRACE
REQUIRED AT EACH END 0F
AND AT INTERVALS ABOVE.
REFER TO HM -91
RECOMM&NDA TIOATS
MSTITUTE
SUXHA R Y SHEET o
OF THE TR uss pi
TRUSS LA TERA L'
B RA CEDETA------ IL
- * 10 , (TYP4
X-6 RRA CE
MMS
of ,. C.
BELOW)
4 BRA cE
-�
FE NO TES BEL 0 h�)
TR USs WEB
(9X6 MAX)
W -ER ECTION
BRAcE ArUsr BE Qom THE LENGTH
C1F THE WEB,
THIS DETAIL AfAY BE USED AS AN
ALTERNATE FOR 1 CON�"NpUS BRACE
l'YITH A 2X4 BRACE AND .2 CONT1:1r0US
BRA cis �rrH A 2.`x'6 BRA 0E.
TP -L US +J A LT., LA TEq RA L BRA C P.
nFTA TT
A. 4 JI L J --j
(OPITIONAL)
Sept2l,2005
JOSIDE
OF FRAMED
WALL is rL or ipuss
� tory
OF
I e��rl
Sept
172005
JACKS AT . 0:11C.
lit
ki rl I W. AT"- -
I r,�J,3 jL—
TRUSS AND COMPONENTS
r ti 724-6161 W's 'j. MIN ST, Vi c_ c ap w4-6971
-'OFT. M440
U3 -)
0
ATTACH NAILER COMPONENT TO FLAT ray OF
TRUSSES wtrH ta3 zoo NAILS AT EACH NTERSECTIDN-
PLAN VIEW
NAILER COMPONENT
ATTACH WITH cry [Od NAILS AT CACN iRl1S5
IL
Pi.IES WILL VARY
RCFFR TO DIGINEERINC
6ECTIONA
4„{ 1 „✓ S 1. -- -
1107 I DE FRAMEDN
BALL Til F 7U S
TRUSS HANGERS
SIMPSON SUR OR C UL
S 1 1 '13 SOS L OR EQUAL
NUT C:
TRUSSES MUST BESTRAIGHT AND PLUMB
BEFORE ATTACHING NAILER C[J�IPONEJVT,
4.
Re: 13374
Bitterroot BuMers
MiTek Industries, inc.
7777 Greenback Lane
Suite 109
Citrus Heights, CA3 9561
Te 4hone 916/676-1900
Fax 9161676-1909
The truss drawing(s) referenced below have been pre,�arec� �y M�Tek Industries, Inc. under my direct supervision
based, an the parameters provided by Franklin Building Supply -Jerome, f D.
Wages or sheets covered by this sea]: R30872775 thru R30872785
My Iicense renewal date far the state of Idaho is
Idaho CoA: 853
\0 NAL E/U
Tiny, Palmer
August 311 2011.
October 15,2009
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI-2002 Cha,�ter 2.
Job
13374
II runs Truss Type
Al ROOF TRUSS
PRANKLIN BUILDING UPPL
4.00
ri 2-
3-10-4
w 4.
A 1 2-4-E
446
L-1 0-7
4-6-
3X5 U5 =
5
0
'3X5 zz
E± -"
4-6-
Qty
0
2x4 II
Ply I Bi#terraot Builders
2 NUMM
renI
7.200 S Oct 5 2009 MiTek Industries, Inc. Thu Oct 15 12.37:5
7 2009 page 1
axe =
F�v e =
3-10-4
4-1-12
f-
Scare r- 7:-U.9
JXZF I' P 4x6 —_ . — 1. 10 15 14
x 4x12 MT ISH = 4"K8 — *6 _ 6X6 3X5—
4-
0
L DIN (pso
TOLL
35.0
TDL
.0
BOLL
0.
BCDL
8,0
1
• 12:0 -3 -0.0 -2 -
LOADING
2:0- -0.0- -
K -- ,V_
4.2
4-f -2
SPACING -0-0 GSI DEFL
Plates Increase 1.15 TG 0.77 Vert(LL)
Lumber Increase 1.15 BC 0.92Vert(TL)
Rep Stress lnr NO WE3 0.63 Ho.(TL)
Code I'i 2006 TPl 0
in 000) l/defl
-0. 18-20 6
-1.1 18-20 D
0..22 14 n/a
LUMBER
TOS' CHORD DF No.1 Btr BRACING
ROTH D 4 DF 2400F 1,8E TOP CHORE)
SES 4 D1= Stud *Except* BOTCHORD
2-23,12-15: 2 X 4 DF No°.1 &Btr
REACTIONS (Ibl i e) 24=4521/0-5-8 (miry, 0-2-7), 14=452,1/0-5-8 min. 0-2-7)
Max Hor = L
Max Uplift =-1 (L , 14=-1 58D L C 4
FORCES (lb) -flax. Comp./Flax. Teri. All forces 250 (Pb) or loss except when shown.
TOPCHORD 2-3=-7336/2493, 3-4z---9 1 11/0 2931/438 -7=_1 1/47t
7-8=-1 2906/4378, 8_9=-1 2906/4378, _10=-11459/3897, 10-1.1
11-12=-7334/2491 , 2 -24 _-4 7/1523, 12-14=-439711 2:
BOTCHORD 23-24=-1 54/385, 22-23=,-232716888, 21-22=-285618668, 20-21--3804/11491 -
19-20=-4282112931, 18-19---4282/12931 17-18=-3786/11457,
7-1 V` -3786y y'�6
7 73
15-16=-23.20/6885, 3.20/6885, 14-1 =-1 41/3-8 8
WEBS 3-23=-1890/602t 3-22=-576/2287, 4-22=-158/306,
11- _ 0 12-15=-225716730, 4- 1=-1275/3774,
-21=-15621524, 5-20;---649/1'926F 9-18=-652/1936, 9`17--1528/512, 10-17=--1256
/3722
Lld � PLATES GRIP
360 � M'T20 2241195
180 i MT181-! 220l195
Na
Weight: 401 Ib
Structural wood sh eathin g directly applied or 3-5-11 oo pudin s, except
end 'verticals.
Rigid ceillng directly applied or -2-0 cc brac[n g.
NOTES
1)2 -ply truss to be connected together with 1 Od (0.131 ri `') nails as follows.,
Top chords connected a follows, 2 X 4 1 row at 0--0 oo.
Bottom chords oonnected as follows: 2 X 4 - 1 row at o-9-0 op,
Wets connected aS follows: 2 X 4 - I FOW at 0-9-0 OG.
) SII loads are considered equally applied to SIC ples, except if noted as fret.
ply ool�r�c�tlor� have beenr��id�d t� distfal��ta only loads roc �F) or back (B) face in the LD E(potion, Ply to
ted a s ��� or (13), unless otherwise indicated.
Unbalanced roof live leads have been considered for this design.
4) Wind: ASCE 7-05; om p h; T DL=4.2p f, R D L=-4. psf; h= ft; Cat. 11; E • en cAo -
r�.ntiiever lift and rfht exposed ; end vertical left and dht ��d• �, p � �, �lo+r�4r���� ��r end �nn�;
DOL=1. exposed, role lit andil�tcsad Lumber [L=1.33 platy grip
Provide adequate drainage to prevent water ponding.
JI plates are r' T 0 plates unless otherwise indicated.
7) Th'r5 truss has begin designed for a. 10.0 psf bottom chord live load nor,cancurrent w1th any other
8'� This truss has been designed for a li'+�o lead of 20.0p�f on the bottom chord in all are live loads_
will ft between the bottom chord and ars otter members.a where a rectangle - -� fair b 2-�-� amide
) This truss is design ed fry a rccrdance with the 2006 Intern ational Idential bode
standard N I/Ti� 11. sectionsr . 11.1 and I end referenced
10) [rder carries tip end with -0-0 end setback_
1 1) Hanger(s) or other conrieVori device(s) shall be prc)v.ided sufficient to osupport
�'--0, and 88�. lb down and Ib up at B-0- on bottoE�chord'.�'p concentrated load(s)�� i� down and i� up �t
The d'eswn/selectron of such connection device(s) is the
--- .............. -_
MMct,.t-jF S Mft4FON TWIST INCL UDEDAIFTEK REFERENCE Des'
Applicability ign ld for use, only with I M iTe kconnectors, This d es ign is bcsed orf uOn Aram efe rs shown, on d is fair an � .
gP�1r�ler�ter� and proper �r; � � ��di�idu�l building �c�m��ne�t,
i for lit r l u I� aorporof�cn of Component is responsibility of building designer - not truss designer, Bracing shown
is for art ral support
Of indi idu ra b M embers only.Additional temporory bracing to insure stabilit dL) i ng Onsiruict-ion is the res ori . i .
f he overall structure is the res po nsib � lity of the building designer. For genera) u ido r d �lRi t of i'h
fabrication. gL�oNy contrair storage, deliv ry. erection and bra��r'n 0r�5ull � �� r��ard�r��
Safety lnfOrmOtbn cvoilobJe from Truss Plate Institute, 81 N. Lee S ree#, Suite 12 lexancirfa, 2231��, ��8-$� �fl� � �I B�ailrJ��� ��p��ent
I
4
r
October~ 15,2009
m=F,
19
2m, .1
MiTek"'
POWER rO FE'
7777 Greenback Lane, Stene log
Citrus 1-- eigh ts, C A'L 95610
Job
ilders
Trust
Truss s Type t
Aly 1ply Bitterroot 13u--'
13374 I l
F T r R30872775
FRANKUN BUILDING UPPL 2
FJOI E 6 � I
7-200 s ()ct 5 2006 OiTek Industri-es, Inc, Th 58 2009 Page 2
LOAD CASE(S) Standard
1) Regular: Lumber Increase=j.1 Un4cwrn Loads (pip 5Plate
1-
Concentrated Load P -- 12-13=-86, 22-24=z-16, 16-22=-20C)
Vert: =-4(F) 1=r4(F)
Design valid for use only with eek connectors. Th' s des l n O b� ��� '�`� �`,1� ,�-
A rDpl na bili t of do s i r, ar ref r7 Proper i it s I U pC)n P0rr�Met@r$ shown, <3n,d for an in dMd U01 b ul[ding ca rn Pan e rpt.
p rpor tion Of aO,nr- POnen t i5 resporisibijity of burlding designer - not truss deSi ner. Bra cin 4 h��w n
i� for Iu teral support of j r��i ivi�f ua(' em e r -r7 be rs only. �Idif�or�al tem�crar bracing t0 insure stability �
er8 c fir+ Additional perrrb ar� e rpt I�racir�+� of the a'�eraJl sftrua#v,re is the res ot-isik�ili � � brwi �I�r�n� construction 'rs the res par, i �i I I i i � �f t:'�
fariatir�rQiifn1ral,tr theuFlin der. Ftrfid!r� ra. dir,
Safely' Infor`tnation available fry T � i�i� Itistit�at�� �3? and �L �� r� suit ANSI/TFI1 Qua*
t, Uite 12, Alexon&q22314.1 -Oand SCSI BiJ p.� Component
7777 Greenback Lane, uife log
Citrus Heights, CA, 95610
Job �A Trus Type F-
13374
FP,
Bitterroot Builders
FRANKLIN W)LDING SUPPLY, JER f
-0-0 Tkuflid112-37.-592009 page
16-13-7
4-10-4
17
4-00
4
2X4 if
t
6 L
SC31e R 1:67.9
11
40 3X5-�
sx$ = 4X8 11
-0-0 1 - -
-1- --7 ---3.-C 33-1--1-4
-1 C-.
Plate offsets .r2-0,13-00-2-�Q , 5. Q- -
r
LOADING (psf)
T LL
35.0
TDL
8.0
BOLL
0.0
B DL
8.0
SPACING i -040.
Plates Increase 1.1
Lumber Increase 1.1.E
Rep Stress 1ncr YES
Cock IRC20061-FP12002
LUMBER
TOP Hl D . 4 DI` No.1 &Btr
BOTCHORD 2X4DFNo1&Btr
VVEBS 2 X 4 DF Stud "Except -
4 -16,5-14,7- 14: 4 1' i .1 tr
CSI
.TEFL in (loc)
TC 1.00
ert�LL) 0.42 14-1
8C 0,66Vert(TL)
-0.73 14-16
0.95
Hof -z TL) O.15 11
Maui )
BAiN
TOP CHORD
BOT CHORD
RRA TION �ibl za) 19=203810-5-8 �mirl. 0-2-3), 11=2038/0- -8 (r [n. 0-2-3)
M2X HOrZ 1 =-5(L )
Max Uplift1=- 1 (L ), 11=- 1 (L 4)
FORCES (1b) - Max. ornp./ ax. Teri: - All forges, 250 (Ib) or less except when shown.
T P H O I D 2-3=-3299/1457, 3-4=-3557/1603, 4-5=-4219/1935, 5-6--429211962=—�+
7-8=-3543/1598, 8-9=-330611460, -1 9=-1 /87 9-11 1966/8
J —{ �} , � 4 ++1j a
BOTCHORD 18-19=-156/297, 17-18=-134713055i
14.41, 15-16=-1812/42173
14-15=-1 8 12/421 , 13-14=-1 41 W 0,. 12-13=-1 336/3063, 11-12;---1 34/288
WEBS 3-18=-5651245, -+17--" 55/574, 8-13=-1521538, -1 =-570/21 2-18=-1 28
22,
Ifdef l
Lld
>9
360
>625
180
n /a
ri /a
PLATES
MT20
Weight 1941b
GRIP
220/195
Structural woad sheathing directly applied, except end vertic;als.
Rigid ce [Iiing directly app] led or 4-10-14 0e bracing,
" MITek recommends that Stabilizers and rrequir d cross bracing
be Installed during truss erection, in accordance with Stabilizer
Install aide:
NOTES
1) Unbalanced roof live loads have been considered for this
design-
Vli nd: AS C E 7-05; 90rnph, T C) L=:4. psf; BCD L=4- 8 psf; h=25 t; Cat. H,
• Exp -, encics
fid, P (10w-rlse) gable aid Zone,, left and right exposed , end �al�r�a� left and r�� exposed;porchleft and rightpsed; LuflbrL=1.DCL=1,3
DO plate grip
Pravi de adequate drainage to prevent eater ponding,
4) This truss has been designed for a 10,0 sf b�tt�r�l �
p chord live load noncneurrent with any other live loads -
5) * This truss has been deigned for a lige load of 0_Cpsf on the bcttcrn chord in all a
Iii fit between the bottom chord and any other members. reas ��I�er a r ctalr�c�re 3-6-0 tall � -0- wide
This truss Is designed In accordance with the 2006International Feldentlaloda s
standard N IfTPI 1,
etlor�s x .11:1 and R 0 .10. and referenced
LOAD CASE(S) Standard
i9" f � d i R Fa A T 711 INCL.
- r
Design valid for use only With M iTek cannectors. Tris design is based nilly upon parameters shop, n, and ;� fir
AP IIcab bill of design Par�arnenfers and Icrapi�.r in�corPoratian Of component is rye- onsli �iIit Uri individual building component,
is for lateral s �, parf i rti i�.Fi , al C Members only. d cJitC rti C t nil p rbracingt in ure s t bih not truss designer, Bracing shown
r ter_ d diti r la C �n fMdUI tA of 1 if dire designer nor rue tion is t
t do rs construction he resp ns bflfity of the
C 1 n9 of ch ove ra li struc t urs is the res or�sjb i ljty of tri e buil di des i F, far neral g u i da rie e regarding
�af�t}� InformationlIly a�� �a���t�r`am Truss
ef�ectiofl and br�i1r�_ , �ans�lt �t'+I�I�TPt� ���hi�r �rtF+��rta. ��-�
Plate Institute, il. Le 5re�e�,. Suite 312, lexcarldda. A 22314, c�rr� X51 Building �ornpun int
%1
I
r
r
October 1 5,2009
M %11 Te k..
7777. re,enback Lorre, Suite 1()
.41
Fj(�b— FTn �5 —S
13374 IA3
FRANKLIN 13UILDINC3 SUPPLY, JEROME, ID
"r
ON
s �I
- -- -12
1==} -2-1
-LL-§—
4-10-10
cjj�5M
4-10-10
I russ Type Qty Ply Bitterroot Builders
ROOF TRUSS 2
1�
6x61 --
^e
7.1-6
A + a
M
I u n ei are nce ti n n A 1)
7-200 s Oct 5, 2009 M[Tek Industries, IIS .
30B 77
Thu Oct 15 12:38:00 2009 Page 1
J 1 - - i u 36 -CI -4
4-10-10 4-10-10
2-2-12
Sea 1.0 T 1: •7_
LOADING (p
TC LL
-
TDL
B.0
BOLL
0.0
BCDL
8.0
LUMBER
T P H RD
E T H RD
WEBS
I:
}
—� — a -%-i
i-10-1
SPACING 2-0-0
Plates Jn rease 1.1
Lumber Increase 1-15
Rep Stress lnc;r '`SES
Code Il 001TPl 00
4 DF Stud *Except*
7-16,5-1,6: 4 DF N .1 B,tr
3X5 — 5X8 — I 'd 13 12
— 4X15 5X6 — 3x6 i I
2
.0--,0--
CSI
TC 0-4
BG 0.50
WB -D-
(Matrix)
REACTIONS (lbislz) 13-215710-5-8 (rr in. 0-2-5)r 2C)=192010- --8min. 0- -�
Max Horz 20=63 L � �
MaxUPfift1 =- 4(L 4)e 20=-868 L )
IN
31-1-10
A- 1_1
D EFIL
n
(Ioc)
Wdetl
Lid
Vert(LL)
0,28
16-17
>999
360
ert(T'I-)
-0,46
16-17
>945
ISO
HDr (TL)
0,11
13
n/a
n/a
BRACING
TOP CHORD
B T HRD
FORCE (fb) - P.1ax.Comp./Max- Ten, - All forces 250 (fb) or less except when shown.
TOP C HORD 7-8--2789/1254P 8-9=-2357/103015-6;----3352/1549,
f 2-20--16751848
BOT H RD 1 -19=- 1/ 0 , 17-1$=-13231301 , 16-17 z--- 12 5 512 94 15-1
14-15=-902/2170
rI
EB -1 =-I 9991855. -14=-1046/2450, 8-14=-799/317, 8-15=-2321641,E 7�3J- �=
— 'b
-16=-411 0LJ4l, 6'1 —'-709J2 76,5-164l
=—U/7 L�€� 5-17--171/2
+,+�� ���
-19;----99 6/41 , 2 -1 =- 9 8 2 /2 219
NOTES
PLATES
MT2 0
Weight: 198 Ib
2 -?-
RP
2201195
I!
tructu rai wood sly eatbin g diFectily applied or -1-11 oc pij fin , except
end verticals.
Rigid ceiling directly applied or 5-9-5 oc bracing.
WTek re-commen d -s that Stabilizers and required q cross bracing
Lbe installed during truss erection. in accordance with Stabilizer
installation guide.
1) Unbalance d roof live loads have been considered for this design.
Wind: ASCE 7-05, 90mph, TSL=4.psf; 13CDL- f` h=�
cantileer leftend right �x�cs�d � �n �r�i � r at. aa, Exp C, encl�edP F (low-rF�e) glabf�e end' zone,
I lief left and rghtcsd-cr� lft� right Lumber p[ateto grip
DO_=1.
Pre ade adequate drainage to prevent grater ponding,
This truss has been designed for ja 10,0 psf bottom chord live load noneonc�
5) * This truss �� bin designed fir � live fend �f �� � � rrer�t with anether lire J�oa�ls_
will fit between the bottom chord and ars other members.
� the bottom hard in all areas byre rectangle 3-6-0 tall t� -0-0 amide
) `rtes truss i designed in aceorda�ce �rnb�r�.
with the 2006 Intemationaf Residential Code sections 8502.1 1.1 and x 802-11
standard ANS [/-FPI 1. end rifer need
LOAD CASE(S) Standard
sir�r�d frrfitJ� !Tkrtieatrs, Tip des i ibas enlupon �€:11 rfff-. t:
APPI cab rt of desi n Paramenters and proper incorp r�ti�r� �� �� ��r3 �t �sfre�s��� i�ilrfsl�c��lrrr� �r�d � for 0� inch idual build-ing COMPar lent.
is four IateraJ S� � � �# ��ildrr�� designer not truss de5i nor. 5r�c�ing� shown
UP p�� � f � n�ii � i� �� r ��e k� m rn be rs 0:� � di f i �n�l t���`� �r���ra � t� n��r'� � t1 k��rt�' dudng � � n�tn��ti e r� � tf�� r
erecter. Adciiit nal permanent bracing esponsib Ility of thQ
f r ra IJ s tr�uc t ure rs the res onsrb ilii of f he ]mill ding desalt rye r, F or n
f0bricaflon. quality control, siQra�e, delive ere #ron cind bracing, cer�s�if �� ��1��'il ��fi�r rit�ria� C��B- � and
gui��rti�� re��lydin
ate Information oviailobfe fr�rrw Truss rlc�t�,1mirtute. ��1 CSI. Lei � r��f. ��lf �i r �i/7PI]�r�� 1�
gr Briliirrrarrpr�n#
October 1 , 2009.
Nil
M -1 T e .
7777 Greenback Lane, Suite 1 alt
Citrus Heights. A, 95t3jC)
Job
13374
Truss f Truss Type
� Qty
A4 1,Rp{}F TRUSS �Z
FRANKLIN BUILD -IN( .- l( SUPPLY,. JEROME, ID. 83338
-- 1 2
6A —
5-1 -8
2x4 ��
5-1-8
Indy e1 Bitterroot 130der
I Jo"II t j e n e o tiona
7.200 ct MiTek Industries, Inc- Ther Oct 1
t--10-1 a
30872778
2-212--
Sr -ale =; 1:67=9
Plate
12
sets (..Y).
LOADING
(psf)
TOLL
35,0
TDL
8,0
ALL,
0
I3DL
81-0
LUM13ER
TOP H F D
BOT #--f O RD
WEBS
5-1-6
-1 a-1.0
14-0-3-8 7rinol FIA.
SPACING -0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code I 006/-FP1200
4 DF Nc.l Mtr
4 DF Nc.1E3tr
4 DF Stud *Excepts
7-1 -2 X 4 DF No. I &Stir
E
1
TC 0.40
BC 0.44
13 0.86
(Matrix)
5x8 =
-1-8
3x5 =
30-1-
D FL
in(10c)
11defl
L/d
Vert(LL)
-0.20 1
9
360
Vert(TL)
-o, 16-17
>999
1$O
Harz(TL)
0.10 13
n/a
n/a
BRACING
TOPCHORD
13 T HORD
REACTIONS (Ibi ize) =1920/0-5- Wn. 0-2-11). 13=215710-5-8 -
Max Horz2O=72(LC 5)
Max Uplift 0=-8 8(L ), 1 =- (L
FORSES ('Jb) - Max. Comp -/Max. Teri. - Ali forces 25:0 (lb) or less except
-4=-3308/1451, 4-5-z-2992/1344,2-20=-1883/844
E30T CHORD 18-19=-937/2068, 17 1 =-1329/3067, 16-17=-114312765,
14-`f 5--963/235, 15-16--995/2551
,
VVED9-13=-2017/8515 -14=-1 07167 B-14=-670/243, 1 39 7-16=-278/729,
-16507/1 4T -1 =-1 51/491, -17'-214/318, 4-17=_402/245,3-18=-410/1043.
3-19=-101 11412,-19=-1000/2280)
6x8
.0.4
PLATES
TO
"weight: 205 Ib
13 12
53e15 = 3x6 I
M 3 0
GRIP
2201195
Structural wood sheathing direct[y applied or -3-4-2 oc purfIns, except
end verticals.
Rigid e-11ndirectly applied or -10-1 oc bracing.
MiTek recommends that Stabilizers and required gross bracing
b installed during truss erection, in accordance
'ittJ} #a�iller
lnstalle.tien guide.
NOTES
1) Unbalanced root lire 10 -ads have been considered for this
" de -sign. Wind: E 7-00r.ph T CL=4-2psf; B _=4.8sfr h = iL-
Cat. 11;
l; Exp -
enclosed; F R,9 (]M -rise) gableend zo�;
.G1tiIeYerlil arid rightexposed; �+d 1�FtI��d Jt d right exposed, porch dttarright 1; mer [ L� 1plate grjpVi_=1.
.33
Provide adequate drain age to prevent grater ponding.
TP�a tress has been designed for a 1 �
p� ��tt�rn chord live .lead norl.cncurrerlt with any other live loads.
5) * Tf�r ti�ss has been designed for a lige load of _o�f �r~r tJ��
will ft between the bottom herd and an other me l� ��tter� berg in all arias ����r� � r� ta��Je - - tall � -�-� wide
members.
�'
This truss is desined in accordance with the 2006 International 1�.
standard NSI/TPI 1, sad�ntl e l ode �eetion sR502.11.1 and 1R802.1 0. and referenced
LOAD CASE(S) Standard
r �
Design o f i 100 us � Gn I with T a n 1" . �h i de, i rti i bol d on IV 1 r " r - rte. ) {�_
i4E.
PPJirClbillty of desi�r, ��r���r1t�� �r7� pr��et ire�Grpar�1tia�t� �� ����►��,� t as�r���x�rasi� Isi�� f b�ii�l �d i�f �� �� irtidivicfu�I b0din-q Compor ent.
is for loterar -suppQrt of-ndividUaI L -b .MeMbe�rs Onlir. Adpiitisrial temporary braair� t� ire�ur� st�1bilif � � - .. �
.� �� i rtir - ��1� tress designer, ��r�r� � r� shown
r # r. diti t al rr , r of b acts p y dun -ng ao � rig tran is the res P O 15N bi llrf y of the
fabrication, of the vero ll struct erre i5 the reg on 5ibllit of the u Pdng de5ig ne r. For
��1r�lrt�,� control, sf`orager C�elIv�', erection arl�f bra, -In r cor1s�lt Ar�lS'I1TF�� QaOCify Criteria, DSB- � a d Rneral ��I�'ar1�� r�C��7rdit�l�
Safety Infaf,matian available frc)m Truss PIote Institute, 281 N. Lee S�r�et. Suite 1 , Afexandnia, VA 22314. �I ��ilcJ�rli� ��tT1�a�en�
October 15, 2 009
MI"'
7777 Gmenback Lane, Smite j()9
�,
11.11 U 4111 r i t!19,ni5,
�*
Job iTruss TrussTypE
FQty
13374 IAS TROOP TRUSS Z
4X
2
d -L- I r.
5-2-1
5-4-1 D
6A =
T 4
6-3.0
4
Ply
1
Bitterroot u I P ci yrs
-,.r
7.200 s Oct 5 2 o MjTek Industries, Inc.
�.
6.9,.D -1D
6.10--10
R3Q872779
Thu Oct .1 12:38-03 2009 Page
2-2-1 't -0-0
scale - t:67.1
ai` J' -4J
=Qff.sets &Y 6,'
LOADING (psi
T L L
35.0
T DL
8.0
13LL
10
f3DL
8,c)
LUMBER
TOB CHORD
BOTCHORD
WEBS
14A D 3x5 3X6 --- — 1 1 10
4-13 = 5x6 _
! _ 2):4 II
1,D-7
Im
i
SPACING -0-
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress Irl r YES
Code J 006/TPI 00
DF No- 1 .Btr+
4-1316-13,,2 7 DF No, I &Btr
15-0-
I CSI
TC 0-83
BC 0,4
B 0,72
(Marry)
REACTIONS (Jbi ize) 17=217710-5-8 On. 0-2-5),11 =1-
MaXr Horz 1 =-89(L )
Max Upliftl 7=-9 1 (L ), 11 -840(L 4)
22-3-0
29-1-10
10-1
D EFIL
in (lec.)
I/defl
L/d
ert�LQ
0-20 13-15
>99!9
el
Vert(TL)
-0.38 13-15
>71
ISO
H orz(TL)
0.04 11
n /a
n /a
BRACING
TOP CHORD
BOT H P.D
ES
FORCES (lb) - Max. C)mp.lMax, Tees. - All farces 250 alb or less except
TOPCHORD 1-2=-169f4581 2-3=-1 531/1567o 3-4=-1 896/828, 4-5=-1 932f926, 5-6=-20851927,
6-7=-2179/926
BOT CHORD 16-17=-362/150, 15-1 L-525 '1 8C), 15-19=-614/174114-19=-614/1741,
1.3-14=-61411741,
-'1 4=- 1 Jf 1 741 , 1 -1 =-784/ 1 1
SBS -17--1 960/785, 2-16=-76011960; 3-16=-863/296p -15=- 4-13;---1
36
PLATE
MTS 0
Weight,, 20D lb
q
GRID'
220/195
M
trUCtural wood sheathing directly applied or 2-2-0 cc ,purlins, except
end verticals. �
Rigid Ceiling directly applied Or -0-0 cc bracing -
1 Raw at midpt 4-1
'IiTe k recomr-nends that Stabilizers arid required cross
be installed duringtri erection, bracing In ac Ordance with Stabilizer
Instalilation guide.
.DOTES
1) Unbalanced roof live loads have been eensidered for this d'esi ri.
��ntr���elr left- and right ���s�d • endvertical�' � h=251; at. PI; EXP r�Pe�d: I~I' Rflow-rise) gabP end' zone,-
I .Peft end right exposed; pert left and rrdt exposed, Lumber D plate �i rip
3) Provide adequate c[rainage to prevent water panding.
4) This truss h as been designed for a 1 0_0 psf betto m chord lige lead
This truss has been designed for a live load of ��n concurrent ��+Rth �n other lire loads.
. � f orl the bottom chord in a[l areas where a rectangle - �0 tall
iPl fit bet een the bc)[torn hor d and any other members, with B DL = 8 � b -��� ��ic1e
This trU I designed in accordance with the 2006 International ip f,
standard J I/TPI 1. I J e l�der�tl�l ��e sections R502.1 i.1 and R802, 10,and referenced
LOAD CASE(S) tan dared
A.13ArM TTu
;. � NO TES ]-HIS � jr, .
s i r� fid for s Only i t.h t T r1 e t r . This i x FEREN�`, PAGE r- 74.7: tom. t+ ..
J ca ed r�l,r i�arameters shown, find is for an indMcilur ill bLF[1ldir:9 component.
pplicak�iPity of d'esi�r� Paramentea Ond proper ir7corporntPon of cor-npor7enf i5 respoflsibili -of
.
k0ISI n
designer - not toss d e � inn e r_ Brocing
shown
for lateral sVpporp of individual �� �embe� only. Add't+cn�1 t�mp�r�r� �r�cinto " 0kilihY during ramtvction i5 t!je respensibillj of #heerector, Additional Permanent braying 0'the overcll 5trucuro i3 the responsib li# of the building darlati�nF �p'��rfr�I. st�r��p�esignar. For en rol cjuidance re crrding. ���� ���orand broc n consult AN51/TP11 Q010I4 riferi�fet Informationr ii bl from T��t�Irs�l#�t�A �1
Ny Lee Street, Uite] , Alexandria. VA 22314,
October 15,2009
M, R
aim
_.-Mi"IeV'
_
popvEn FoFpr£pF6F-? `
7777 GMCIIback Lane, StAfte Tog
Cirrus Heights, CA. 95610
Job Truss Truss Type
13374 A6 ROOF TRUSS Qty
FRANKLIN BUILDING UPPL p JE E, JD
83338
4Ad
5-2-1 2
6x6 =
CP A
Sx8 ---
CP
=
a
I
Bitterroot Builder.
R30372730
1 juo NemreaM o tt
7-200s Oct 5 2009 MiTek industries Inc. Thu Det 15 12:38-04
2009 page. I
7-10-10
7-10-10
_.
2-2-12 1-0•D
Scale = 1.67.1
Q6 :` x = 3x6 = I.0 11 10
4x � -Z 4x6
3x5 i 2x4
5-0-r3
lata et. :a -3-
I
LOADING (p
TC LL
35.0
TDL
8.0
BOLL
0.0
BDL
8.0 f
11-7
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress Jncr YES
Code I 200 1TPI2002
-4-1 G
CSI
TC 0.92
8C 0.36
WB 0.68
(Matrix)
D-3-
-I c
D EFL ars (lac) I/defl L/d
Vert(LL) 0,1 12-13 >999360
Vert(TL) -0,25 12-13 >999 180
Horz(TL) O.04 11 ri/a n/a
LUBE
TOP H RD 2 X 4 DF No. 1 Btr *Except* 13RA I
NG
TOP CHOR'D
BOTCHORD ORD 2 X 4 DF N o.1 &Btr BOT CHO RD
WEBS 2 X 4 DF Stud *Except* WEBS
3-15,6-13,7-12: 2 X 4 DF No, I &Btr
REACTIONS (Ib1 ize) 17=2116/o-5 -8 (min. 0=2-4), 11=18 9/0- --8 min, 0-.2 -0
Max Horz17-- L �
Max Upliftl7!=-90 (L ), 11 28(L 4)
FORCES (Ib) , Mex. ernp)Max. Ten_ - All farces 250 (Ib) or less except when shown
TOP H D 1-2=-1641450, �2- --16241708 � -4=-1737/78 4-5=-1 p +'r .
841839, 5-6=-1 8,3318271
5-7=-2183/932
BOT H O RD 16-17=-352/145r 1 -16_-,57311461r 14-15=-546/1566,13-14=-546115-66
12-13=-778/1948 C
WE B S 2 -17= -19091773,12 -16= -77311975r3 -16=-683/218,3-15=-371258t
-1 =-3 04/22', '-1 _- 38 �`227,-12L- 2 9 0�`84 7-
� 2 L- 7721 ��4 � 7-11 =-1 8 5 8 /78 D.
1-17-4731246, -11=-1491325
36-0-4
PLATES
TO
Weight: 206 lb
3
.f
2201195
truetu rai wood sheathing directly applied, except end verficais.
Rigid ceiling directly applied or -0-0 oc bracing.
1 Row at midpt -1
Mi i ek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation riuidr--,
TE
1) U n balan eed 1-00f live loads h ave been considered for th is design
2 Wind: ASCE 7-05, 0rnph; T DL=4-2psfT BDLi4w8Psf� h=25ft, fat. 1i, E ; er��r��
,ar�t��a�er left e rld rf ht �xpased an d vertical left and rt Int e aid ° '� ed; MWFRS (low-rise) gable end zona,
DL=1.. p , porch left aid right exposed; Lerrrbr DL1.33 lat drip
Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 1 O.0 p f bottom chord lase load noncon current
) *Thitruss has been designed fora live Ioad of2.0�f �r� the batf� with a� other' lige 10a ds
p rn chord Irl all arks where a rotarlla-�0 tall b� .2--� Bridle
will fit between the bottom Ford and any other member's.
THIS truss is designed In aol`dance with the 2006 Interr,atlenalBaden#1al'
standard N IJTPI 1, da serttoas 1 02.�! 1.1 and 0 ,1 t�. and referenced
LOAD A E() Standard
............
of -A und RE -0 M M, S- ON TIES AAW INCI MEQ -AUTEK ��", Ai
OE Design valid fireruseconi w -1h Tek cOnneetor�. Th Is deli@n Is b se Cr. + Pon pCjrcirir3eters shorn, anal;s f ` �-,Sr,
-X73 $. -REP, IRB t r
A �JCc] { ' or or, iriclividual buii�1ng component.
is for lopP-le-rol support Cf indivi-dual illt of r` rti p ror>� r,# end Proper ino r r�Tlon of amponenf i� 15sPOnsiIbIiily �f building desica�er - not trUsS desi
r oc# r'. #ion�� �rm� of b members Orgy_ Acid ltion�i fere porary bracing fQ Insure 00bil+ty during construction is ���r. Bracing shown
brace n or `the ay�rarl structure is the respor�5bility of the bLA ng de5fgner. For general guidances r,sibiliif�r �f #hc
obric#icon,I'it control, 5frrdelivery, r�in and br ir3 .nultiiIfTPl1aliiritrcr 1-8 and rar�in
afetr Information crvo1Jable from Truss Plote Institute, 28f N. Lee Street. Suite 12. le,�or�dl Cr 22314.
X51 ��ir�li:ric� ���np��1��17�
1
1
October 1 5,2009
M, i Te
P40WMR7im.-rW.'6i 4i _
7777 GTeenb8ck Lane ISUIt ' 109
Citrus Heights, Cad 95510
41
Jab �Truss (Truss Type
TQ
13374 A7 ROOF TRUSS
fi
FRANKLIN ]BUILDING SUPPLY, JER[}ME, lb, 83338
Mate
4x
2
r_
5-2-12
4.00 F12-
.5.K6 =
5
Ply j Bitterroot Builders
O- Reference o . tial
�.20G s Oct 5 2009 MiTek Indo t6es. Inc -
L-
5-7--9
T
---
830872781
Thu Oct 15 12,38:05 2009 Page 1
5.7-9
2-2-12
-0-0
le = 1:65.5
LOADING (psf)
TTLL 35.0
T DL -8�0
BALL 0.0
BDL M
LUMBER
TOPCHORD
BOT CHORD
EB
ZZ
PI
-11
SPACING -0-0
Plates Increase 1.15
Lumber Increase 1. 15
Rep Stress Incr YE
Code .IJ 006/ TPd 00
4 DF Nos 1 &Btr
4 IDI' Stud *Except*
-1 t4-15,5-15,6-15, DP No. 1&Btr
19-1-8
� GSi
TC 0,78
BC 0.61
WB 0.67
(Matrix]
REACTIONS (iib/size) 1,7=,215210-5-8 (min. 0-2-,5),13=19j8/C)-5-8
MaxHort 1 =-1 0(L ).
Max Upliftl7=- (L ), 13=-821 (L
U5 13 12
4 B 2-K4
27-6-14
DEF,L
En
(i0)
I/def1
Lid
Vert(LL)
-0.24
1-15
>999
360
'rt(TL)
-0.45
14-15
>815
1180
Horz(TL)
0,C)6
13
n/a
n/a
B ZAf N
TOP HPI
BOT HICK
EBS
FORCE, (lb) - Max. . ornp,/ laic. Ten. -- All forces 250 (l or less 6
XCept when shown.
-7,=- 119/974, 7-8=-2259/960
BST H J 16-17=-3221143, 15-16=-572/152,3, 1 -1 =-7161203 19-20=-716/2033
VVEBS 14- 0=-716/2033, 1 -14=-732%1 �
-171---1957/767,2-16=-735/198454-16=-617/172-1 =-
-�1 =-24881951, -1 =-4 1
118 , 1-1 =-4111 r 1 R6-15=-715J324F
PLATE
MT20
'eight: 195 Its
GRIP
220/1-95
Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end ver#i .1 . �
Rigid ceiling directly applied or -0-0 o bracing,
1 Row at rnidpt 4-15,8-13
MiTek recomrnend:s that Stabilizers, and re -�Irr d cross
be installed during truss erection, p � bracing
accordance with Stabilizer
L-Jn tailedn uide,
NOTES
1) Unbalanced rcc)f live loads have been considered for this design,
) Wind: ASCE 7- 0r�ph; TIAL=4_�f� BCL=.8pfa. h` f, �t. � I , EXP enclosed;
!F RS (low-rise) ga bJe end zone -
can #rlve'lei an d right exposedend vertical �`tn
dtd;nrch left �'Pt exposed; Lumber 1" , g'
D.L=1. �J�t� �grl�
Th is tru ss h as been designed fora 10.0 p f b ette M ch or"d I'
Jve I c rt
4) * Ws true h ��n designed fir a lig Iced of .� ot�cor�urTer�t with any other liar loads,
W.11 fit between the bottom chord �n� � �f �n tl�� t��ttar� chord in :CJI areawhere a rectangle -6-0 #old bwo-
other memb�e�rs,',r�ith B DL = 8.0p f. wide
This true is designed in accordance with the 2006 fntemat Anel Residential
sect -
standard ANS IfTPf I _ derlt��l Code ions R502.1 1.1 and R802.10.2 .10. and referenced
LOAD CASE(S) Standard
NON
De s I n cif IC f u5 1I (til tir k nn f rs. T 5 esi n is based airs - f o ORE ,
PO A,pl�I.iaabirity of desic�rti Paro►�e.�ters arid proper inccrpCti0r7 of Component
is�resa�m.�rs �l"��'n, �n� is Isar �,r3 in�vi�ui ��i��i�� �����r��r�t.
is for ]ater�all -sup,port of individual c -b rnernbers only_ Additional tempora bracIng � �ii�ft s buil�ird� ���i��er nc�t �r ass ���i��er. �raVpr�� �h�a,�n
ereCtar. Additional perrrcner�t bracir� �� � �� Insure stobilify du6ng ccnstructian is tree respons1bWity of the
the ave.rail strucfure is the resp nsibili of the bi-AldirYa designer- For general aLridance re c[rd n
fabric0fl nr MCIitV confrel..sforcrge: deliverer erection qr�d brcMn . aan5ijlt A.N IJPIJI QuOli rife6
Safety fnfortnatian avoi!able from Truss Platy Ins ifute. 281 fir, Lee Street, Suite 312, A,I xa.nd ici. i�r ���-�� �r�d ��SI ��uildira� �����e��
October 1512009
mail
ITek'--
PUWEN 70*FPIE.Wj�jp,RAf.-
7777 Greienback Lane, Sufte I o
Citrus HeigI ts, CA. X561lD
Job iTrus TrussTypeQty jPly
13374 rl 1 �
I
r-KAN .LIN BUILDING SUPPLY, JEROME, ID. B3338
u
19-1-8
4,00 t 2
:5X 6 =
f2
Bitterroot Bu Jd rs
I
jou Ne rent ti a l
7.200 S Oct 5 2009 Vj,ek Ind stries, Inc,
R3Q872782
Thu Od 15 1 . 38-.07 2009 Page �
-0-0
Scale - 1 i55-8
LOAMNG (psi
TOLL 35.0
T DL 8.0
LL 0.0
BDL 8.0
LUMBER
TIS CHORD
BOT H RD
WEB
OTHERS
00 35 4
27
3x5 R R
SPACING `0-c CSI DER
Plates increase 1,15 I in �I0c) i.�d ef1 Ll
T �, Vert(LL) �� _ I PLATES RIS
Lumber Increase 1.1 E3 0 � �� 0 4 n/r Is()
1T 0
Fie art TL -0.08 - 220/195
� tress lair H �+"� �, � � ��r
Code I> 00 PI 00 Horz(TL -0,01 7 n/,a rlla
�� atri )
Weight., 213 Jb
4 DF c.1 E tr BRACING
4 DF o.1 qtr TOP H FAD trrrctur-al wood sheathing directly a, l icd or 10-0-0
end verticals. 1Ju r�JJ��t
4 DF Stud *Except* 60T H [) Rigid ceiling directly appiied or -()-() Oc bracing.
- 4 DF No, I &Btr MiTe k recommends thatStabilizers and requ-i-
red' crossbracing
be i� st�JJ�d �� R"ir� true �r�e�tJ�n P in accordance with Stabilizer
REACTIONS Ail bearings 1-- -0r Installationguid .
Ob) - Ma Harz 4 --10 (L )
MaxUplift All rip I int 100 ib or Jess at jGints8,
Max Grav All reactiorls 250 ib or less at jOirlt ) 36, 37,38, 39, 41, 4,31 0 -e
40= (L ), 4 = 44(L ), (L 10), 8=254 L _ F 771 pit =Lt
RCE (1b) - Max. Cclirnp./Max- Ten. - SIJ forces 250
TOIL CHORD 1- =�1a �3�18,3-4fbr �ess t dare.
'-112/361, 4-,5=-3 12701 - ---34/324, -7 0/314,
7-8=0/265,8-9=0/314,9-10=G/314,ff 10-11--0'315, 11`12=0/313 12-13=0/313F
1 14`0/315, 14-15=0f314, 15-16=0/314, 16-1'7=0/265,17-18=0/316s
ray', TI 1CHORD i - 0=-43/31 ,20-21' -59/294,21-22=-115/348�p-+y 304 , 18-10Z-11/31 r
39-40=-273/160, 38-39;---2 73/160 w 37-38=-27311601 7=-273/1
60, 34-35--2731160, -04=-27,3411 600 32-33=-273/160, 4r - -- �160Y
WEBS
29-30=-273/160, 28-29=-273/160,
- =-2737 1 0, 27-28=-2731160, 26-27z---273/160 1 -27311 1 Ulan',
12-35;---342/0, 4 -- 18/22621-27=-444/162
, 2 5-2-- 7311 S0
DOTES
1) Unbalanced rOOf live loads have been considered for this d
Wind- t'r"y
� -��; ���; �TC L=4.psfa B[�L .sf• asl�-r.
can kIlever left and rrg ht exposed ` and vert- #: 1, Epp jenclosed-r F (low-rise able end
rt ail lire ��d r`I�i�t �p�s�, �a�r��l left �r�d right exposed,, � � �n�,
DOL=1, sed, Lr�Irnber COI.,=1- plate rP
) T� �iergna�f for wind loads ira the Ja�� of . �
Gable End Details �i applicable, � • � � �
J a truss only. For studs exposed d to rndl normal to the face.. see
ar consult qualified building designer s per �, �ar���rd Industry
4 All plates are 2x4 MT20 unless otherwise indicated. � I�TJ�i 1- �� .
Tru ss to be fu fly heathed from one face or securely braced against I@fes -
` ) Gable studs spared at -0-�0 cc � rel movement �r,a� diagonal web),
7) This truss has been designed for a 10.0 p-sf bottom chord live load
} Th i truss has be en design ed for a live l a d Of 0..Opsf on the bot n� ch rd in t with any other di�� f���s.
will fit between thebottom chord and any other m tubers. #�� ��t�rd rrr all areas where a rectangle 3-6-0 tall b -0-0 wide
Harr Standard bearing coedit«n - .review required,
1 0) This truss is designed in accordance with the 2006 intern atonala ide-
referenced standard N I/TPI 1, r�tial Ode action R502.1 1. 1 andR802.1 0.
LOAD CASE(S) Standard
-.°
Dip � ak alit f connectors. T,hi-5 design is Lased only upon art � USE}
sfnc�ld terse car,I° tF� r�i ekIV- 74 Al
I' es[gn PC-ramenters Ond prober incorporation of carr pen t is re n"1 '�er5 5hown, v r r. fir r� in i i i� gal (building Cor�pan�nt-
i-5 for iaferal support of Indi�i�ual �� mem ��rs �r7f�, ���lafi�r��rl to��p�t� bracing y g d � � � i
n�� t�� Cat of b�uald�n �.� s i nor - not tr�,ss g
ire f r. �Idi t is r� I perm a n t Iwta o f the Only 1!structure it the r 3 ams n g fo insure s to bl ty during construction the
o Ir s pa.n s WHY of t n
fabrication, quClA central, storage. delivery, J� uf�iRrt}� of the I�uilcfing �resigner. F� generai ouicfcnce regar�''rn� J��
, sfitut r 81 Nd Laeirl%cons'ult,hJ I, xa +: Jilr rit14- err a Butl fifl rr, rti
ent
tf Irl#rr'r�ction tiilafle frrr-r gyrus �I�t ir�siit+�t1I. Lie 5et, S�itrIar� iri r
October 15,2009
----------
M1'4Tek':
7777 Greenbetck .Leas, sujle Iog
C itnis H eig h tS, CA, 95610
41
Job Tss Type
rus TruI B1 GAIB3 L E I
13374
FRANKLIN BUILDING UPPLr' , JERO E, 1D. 83338
5-0-12
4:)f 6 —
4
pkv � Bitterroot Bidders
IIIr.d- P`5 -f- -- .. . r
7.20'0:5 Oct 5 2009 MiTek Indus'tri s, Inc.
14-74
4-9-4
R30,872753
Thu Oct 15 12:3&08 2009 Fuge 1
S re = 1 =35,8
LOADING
(pso
'CLL
35,0
TIL
8,0
BOLL
0.0
f3D L
8-() .()
LUMBER
TJX HD
BOT CHORD
EB
OTHERS
5 -0 -
PACING 2-0-0 CSI
B later Increase� DEFL ire IOC I/defl 1,15 T O. L/d PLATES GRIP
Lumber Increase 1.1 Vert(LL) -0-05 -10 > 99 360 MT20 220/195
Rap Stress incr F Vert(TL) -0.09 -10 9 180
' JB 0.40 Hc)r (TL) 0.02
(Patric
- Weight: 119 lb
4 DJ= deo. I &B tr
X 4 DF NO,I Btr
X 4 DF Stud
X4DF Stud
BRACING
TOPCHORD
E3T CHORD
Structural wood sheathing directly applied or 5-3-9 o uHin
end verticals• ppt
Rigid ceiling directly applied or 8-11-14 oc bracing,
.. a.. -
ivil a eK re omrr ands that StabillizelS 2nd required cross bracing
be installed duriin truss erection, in accordance with tabifiz
REACTIONS I (Ib/s- - - rrlir� -1- -� - Irestallatior uid - r
Max J- orz 1 = 5 L r 1 - m� = �.$
FORCES (lb) - Max. OMP.Ws _ Ten. - All forces 250Jb
TPMORD -3=-150�'1, ���-1 � or 1 apt ��rhr� ��v�r��
0/537,5-6=-15051621, 2-12;---10361435
6-8=-1036/435 R
30T`HORD 10-11--557/1361, -10--534/1361
NOTE
1) Unbalanced d roof live Ponds have been considered for this design,
� �.ir,�: � �-fir ��rr1p�l; T��.=4,ps�F $�L��4.� f. `
cantilever left and r1ght exposed ; rid ��r#i� p � � �a ants ff, F , �n�l� �Ci F Jo�'�-riseable e
f l #t and r -i fit exposed, porch left and dght exposed, nd r, ,
�L=�. L�rnb�r �L-�1. plate drip
) Triass designed for wind [Dads in the plane of #he truss only.
able end f��f�ii� � applicable, �r ��n�uft L��Ji For studs exposed to wind�orml to tl� face), �� Standard qualified building designer per P�F� l 1-2002. d fd'I du t
4) Alf .plates are 2x4 P' T 0 Unless otherwise indicated.
5) Gable studs spaced at -0-0 o •
6) This truss has been dsi
7 * Td for "I. f bottom chord Jive road POn�corl urrent with any other Live load's.
J�Ii trr.��� b ���r� designed for a iPive load of0.0�
ill fit between the bottom chord and an other er � p on the b0tto m chord in all areawhere a r��t�n Pe - -� tall b -
� �rx�b�rs_ 0 wide) This truss is designed an accordance with the 2006 International J Idal tial d tie . 1.1 and R802.10,2 and
referenced
LOAD CASE(S) Standard
_.--.-_..
par
i art`
Mrs
M JL- UD - 7a. os J3L
Design e'iefor nly With !`171?nr`le GrS, This dsin is based n upon err -tri ,
r,PPlir-obiliity of Mer yl Pura, nenters fir -J Proper It' corporcrtio of component is r es y of bu dire i� f f � 1 Indi+�l t truss
design r. M i n#.
is for Ioter�,� support.
of individual iv id ua I ti eb members only. da'itio na l to r�pc'��c�r�r^ �r� in � �I �r°��s t� � �i�i � designer � rear tr�s� ��s i � r� �r, Bracing shown
own
fie � taer, A a'd tie r7 I n r # br a n of # Overall t a err is the r p� ibalciity e f the sbuilding ' . uri ng COW rlicti an '--s the res po nsibiali t•y of tF Y�
foExicatiar , quCilif-y control, Ooroge, delivery erection and bracir�C� r ��r7��rlt AlV°�I�T�I1 �si�r��r_ I`c�f C��rl�r�ft �s,�i�f��ee regarding
afe tr�farmat!on ova oble f� orn Tres Pla°f� InsIitute, 281 . L�� Street, cite 31 , lexondi-10
veli Criteria, DSR -87 mnd $ d Budding Component
RF
October 15,.2009
7777 r-senback Lane, Suite Iog
Citrus H e 0 rtt5,QA, 9561! 0 I
Job Truss Truss'iype
T'lly
13374 B2 ROOF rRuss
3
FRANKLIN BUILDING SUPPLY, JER(7ME, 1p. 83338
aLm
1-0.0
��0=12
E
4
PAY j 8itt6rroot Builders
I
7.200 s Qct 5 2009 MiTSk lndustft, Inc.
14-7-
4--9-44
•
R3Q$72784
Thu Oct 15 IZ38:09 2009 Page 1
Stele = 1:7,2
LOADING (psf)
TOLL 35.0
TOL 8.
BOLL 0.0
BCDL 8.0
LUMBER
TOP HOR(D
B -FHORD
E B
-0-1
4x6
SPACING -0-0
Plates Increase 1.1
Lurnber Increase 1.1
Rep Stress Incr YE
Code I F 006/TF' 100
4 DF No- 1 &Btr
4 DF No, I&Btr
4 E)Stud
10
94x =
45f8
8
2X4 11
4-7
-- -8-0
i
TC 0.55
'eft(LL)
in (I0)
I /deft
Lid
BC 0.24Vert(TL)
_0.05 -j0
9
360
H 0.40
-0.0 -�
>999
180
(Metria)
HOF (TL)
D-0
a/a
n/
REACTIONS (lb/sized 12=109110-3-8 (r ln- 0-1- , 8 =1091/ - -..
Max Horz 1 = �L (rein. -1�
Max Uplifll1 = 47 (L ), =-47 (L
FORCES (lb) - Max. . ornp,Y a . Teri. - All forces 5 I Or Pei
I�� �_-� ���, -��-�_ _ ( � except when shown.
6-8=-1036/435
BOTCHORD 10-1 1=-55 711,361, -10=-534/1361
WEBS 4-1 0=-199/341, -10=-366/1 7, -10=-36611,
BRACING
TOP CHORD
BOT CHORD
PLATES
TO
Weight; 99 lb
IIF
,220/195
Structural Woad sheathing direCtl appF-lad or 5-3-:9 c purlins,
end verticals, � except
Rigid ceiling directly applied Or 8-11-14 0c bracing.
1i f A roffli-inends that Stabilizers and required cross brain
tae Installed during truss erection, In accordance with Stabilizer
Installation Olde,
NOTES
1) Unb.a [an ced roof [I've loads have been considered for this design.
d; -05- h T L =psf; L=-.psf;i'ft;
cantilever left and right exposed , end v rt1caf left and right a#. 11, Exp , ail Noed, I'�''�'>`J (Io-�rls�) gable ar,d Zone
tpd�
porch lift and right LmbrL��f . plate p� grip
) This truss has been desined for a 10.0 psf bott�rn �lrl�rd I�
TJ�I hiss � b�e� designed for � di�� loadve
of
nencor��urren# with a nath er liveloads.
f 0.Opsf on the bottom chord in all areas where a rectan Je T -
ill fit between the bath rn chord and anyother Members. � tall b -0-0 WFd
This truss is designed in accordance with the 2006 Interna
standard N Iran 1.
tionsr #i l de Sections J .1 1.1 and �f ,_ and referenced
LOAD IE() Standard
REAZ� NOTES WV MIS AND L7
Design valid for use only with �� i��� �� r�r7 � a�� r Tf��s �I�� Ig r7 is b�as d on Pu � �' � � �
r+fr �3Fr7 i for r1 ani ,ridgy ui Iii, rr�ri nt.
�. P rel ia I�iii# of �cfe sad n r ar��we ref e m and proper ir�c c�rp�ra tior� �f ��m�� r���t is r�s�� r�si�i lif �f � �.riil di n -
is f ,r Iaf r l Apart fir di�ri J aP':v b rr m r�l� . .add'+fi nal temporary bracing # i�sr stci i''. d signer nc)t truss designer. racing shown
t�ty +r��lr; construct -
is
r� frsJ l n is 'he resp�nSi%illit�r of t1 -Y
erector. ddifiar� al er r� r t fbra it f the overall structure is the Fe5Ponsibility of the build- d�si��cr. ��r
f is to r . qualify r7#rel. fiofC19a delivery erection cir, � ����i� c��s�+ilf �N I��1�i1 ��1 ��r��r�l c��i����� regarding
safety Information c�VCHOUEe frarn Tru3s r ici Institute, 81 N. Lee S reet, wife 312. lexondrira, 314- �5B-8�' and BCS1 Building Component
tP Q
OF 0P����
S.
October 1 72009
Nil }
--l-MITek
7777 Greenback Lade, Sudo 109
Citrus Hefg its, CA, 95619
Job iTruss
13374 DI
P
FRANKLIN BUILDING SUPPLY, DE ME. ID_ 83338
-LOADING (psi
T LL
35.0
TDL
6.0
BOLL
0.D
SDL
8.0
LUMBER
TOP CHORD
BOT CHORD
SBS
OTHERS
Truss Type
GABLE
4.00 117
4-r -%j
-7-6
4
4xis
2
ty
Ply I' Bitterroot Builders .
I
7.140 s Oct
-7-5
830872773
9t , o kiona1)
1 2009 MiTek Industr;es, Inc- Thou Oct 15 12-37 16 2009 Page �
s-1�-i 9
1-19-D
12 112X4 11 1
4 f I A 11 2X4 I I
4 11
PACING 2-M
Folates Increa 5 1.15 1
Lumber Increase 1.1
Rep Stress Incr NO
Code IRC2006FTPI2002
4 DE No. l &Etr
. 4 CSF No_1 E3tr
2 X 4 DF Stud
4 DF Stud
!CSI DEFL In (I0c) Vdefl Lfd
TC n,
BC 0.02
'+- 0- 04
(Matrix)
REACTIONS All bearings 5-2-12.
(Ib) - Max Hort 1=-(L 6)
Max Uplift All uplift 100 Ib of less at joint() 12, 8, 1 of 11,
2X Grav AJI react'fons 250 lb or less at joint s) 12, 8, 10, 11,
FORCES (Ib) - I Ia "omp.- P ax. Ten. All forces 250 (1b) or less eXCept when shown_
vci e{L4-J
Vert(TL}
Horz(Tl.)
- U. U l
7
n/r
180
0.00
8
n/a
n /a,
BRACING
TOP CHORD
BOT FFD
PLATES GRIP
MT20 220/195
freight' 25 Ib
Structural Wood sheathing direct[y direct[ap;pJdad or 5-2-12 oc purlins,
end ver i al .
Rigid ceiling directly applied CLIA 6-0-0 oc bracing,
f lTn recommends that Stabilizers and required cross br
� installed du ring truss erection, I � ��lfl�
n accordance with Stabilizer
Lln tallatr -
NOTES
1) Unbalanced roof Jive Toads have been considered for tf de ign-
Z_) 'Al,no: ASCE 7-00f-ripti; TDL= 4,psf; I3CDL;--4.BPfR h=f; at. PP; E� -
p enclosed; �I (low-rise) gable end zone -
cantilever leand right exposed and vertical left and rJ nt C���" porch I and right ,ad; Lumber L= , Cat rid_L=1 _
r T ru ss designed for wind loads in the plane of the truss only. For �t�.ld'
able End [tail applicable,car �r��Pt ��IaPif��d b�.lil�ll-1 posed to Ind (normal to theface), see Standard Industry
��i���r per ANSVTPl 1-00,
4) Gable requires continuous bottom chord bearing -
5) Truss to be fully sheathed frorn one face or securely braced against lateral
6) Gable turfs spaced at -0-0 o)c_ Movement (i.e. GIJa +�r�aP web)-
7) This true has been deq, ig reed for a 10.0 psf bottom ch crd live load noncon u
) ' This true has been ��°sig>�Ied for a live load Of 0.!� f �f� rant �r�tb arti other live Iced.
� tP�a bottom chord fn all areas where a rectangle -0 tall b --0 wide
iIP fit between the bottom ch crd a n d' any other members.
) This true is designed in accordance with fhe 2006l nternti ora I les:cdent'1 .
standard UTPP 1 P da tiara I _1 1,1 and and referenced
ce'
LOAD CASE(S) Standard
. -a Tn ef ey's an C1 RAD M
_V MIS AND
INCL M'°
Design, vo lid for use only w if h A,j i P'� � � �r� r�ectors . This de �ig n is based only upon p aFCrn�eters shown, and �' ��� 7 � - �� .ARFOR � USE.
A �l�fi��b illi �f ��s M�� �� r� r'n e �#�r� �n � �r��er Rr�� elr��r� ticr� �f c�� �rti a r, f ` � is t� r � n rid ivIcl uc�l! building Ccrr�, pr�e r�#.
is for 101erd SUPPort of-ndiv iduc3i web members c ll . Additional tern Or brOcingc.r`rsil�ifif}r �f Imo, ril��n designer- r-r�t fr��5 ���f l��r. ����in h -own
erector. , dditioncri errncln ' ' insure st bila- during cons#rucfion fs the r esponsibillaf yof the
I� rpt bracing of the ��e rc IJ s frr��#urc � the r�� -
fak�ricatio , quality control, store e. nsik�ili#�} �f tl�� building designer. F geneFQ1 guidance regor�P ng
i� err; reelt[on and �r��ar� ��r����t SIN I,�TP�I1 QuWi Criteria, 13 8-89 and BCSt Building Safety Information c ' it dal frcrr� T .r s f0 Ins ifute,. 281 N. Lee Street, SLAle 12, Alexanddnia, V � ��n'��r�r��nt
$C'ale = 119.5
except
October 15,2009
k
!1 N
F' ' a� W'CAt TO
7777 Greenback. Lane, Suite 10,9
-Atru� He ght.S, CA, 9561
Truss --
13374 D
L.,
FRANKLIN BUILDING SUPPLY,, JEROME,
LOADING
(psf)
TOLL
35:0
T DL
8,0
BOLL
0,0
BDL
_
LU13E
D. 83338
r
2x4 JJ
Truss Type
ROOF TRUSS
t
Ry I Bitterroot Builders
1
830872774
7.140 s Oct 12009 I liTek Industries, Inc_ Thu Oct 15 12,37:18 2009 Page 1
2-7-6
-7-6- - k
2-7-6
4.00 F127
R
4x6
SPACING i%f0
Plater Increase 1.1
Lumber lncreai c 1.15
Rep Stress I ncr N
Code IRC200-6rTP[2002
TOP CHORD
2 X 4
DF
Io_ 1 &Str
B0T HORD
4
F
No.7 Btr
EB S
2 X 4
DF
Stud
UZ51
TC 0.13
tSL: U, 20
wE3 0.16
(Matrix)
REACTIONS flb/siz 6=601/0-5-8. (min. 0-1-8), 4=601/0-5-a (rrifin. 0-1-8)
MaxHort = 1 (L 4
FORCES (1b) -Max. ! rrip./Ma . Ten. -All force's 250 (1b) or less except when shown,
TOP CHORD 1-2=-494/157, 3=-494/1 7r 1-6=-448/141,-3-4=-448/141 -6'x-448/ 1 4 1 -4 - f "
REBS 1-5=-1 38/484, 3-5=- 138/484
NOTES
scare - 11-19-5
DEFL in (Ioc) la d&I Lid i
PLATES Ff
Vert(LL) -o.+ j 5-6 X999 360 MT20 220/195
Vert(TL) -C),{01 _6 >999 180
Hor7(TL) 0_0o 4 n/a Nea
Weight,: 26 lb
BRACING
TOP CHORD Structural ' ocd sheathing directly applied or 5-2-12 ocurlin e cept
end vert%call.
p i
.B T CHORD rigid coiling directly applied or 10-0-0 cc bracing,
m1T recommends thatStabi�i r and required eros
s hraclrl
k'_ Ire t ii d urir tr ore ti > F in accordance with Stabilizer
n la Iation ode_
1) �Unbalan �e'`d roof live load have been considered for this design.
ign.
Wind: CE 7-05- 0m,phr T DL=4., p fi B DL— p , 11 ftF ate 11, E . enclosed-
cantilever left end fight exposed end vertical left and right ����' � �f-I left (low-rise) ����� end zone;
DOL -1. p right'exposed- Lurbr�.®1_ft-ip
Thils truss has been designed for a 10.0 psf b ottorr chord live load nonce
'� This truss has been designed for a live load of Dr1 cu rl�r��t with �n other � f'�� led,
,�p��f Irl the i��� chord in all areas where a rcctangl --0 #aPf b -0-0 wide
will fit between the bottom chord and any other members -
5) Thi
ember -
Thi true is dign ed ire accordance with the 2006 lnternaticr-laleide
standard ANSI/TPI 1. ntJa I Code sections R502, 11. 1 an d R802,10-2 and refer—en cid
Girder carries tie-in pan(s): -0-0 from G-0-0 to 5-2-12
7) In the LOAD CASE(S) section, loads applied to the fare of the truss are footed
as front (F) or back,(B)_
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1 _ � i Plate Increase=1. �
Uniform Loads (plf)
Vela, 1 T =-8 , -3=-86. 4- =-1 �.7(F=-141)
Desig n VC1liC' fOF USe only wfth Mi Teri connectors. This design i5 mused Only Upon parameters shown, and ' ' i
ApPlica ilit of design porc�rr enters and proper incor�cr�Pon of corr-wponent is reg orr�ibi � � for �� � ��r���rd b�if�iryg co+rrpa ent.
Is t li❑i� ra l ort t ir++�if i r+ f k m members b r manly. ' d tic Wi l# frn l r r I r t ir�sir,� f t ilid Ing desi n,�r - r� c) t trus s d e sig ner. Sr acing 5 h o n
erecter. Additi nal permanent bracing of the overafl structure is the respc,nsi�ilit�r of the builclin f'y.d�rir�g c�anstru al g f an a reg fsi,}�fl g of ti !e
fcbric�a#inn, �{uoIity contrGl, st�Qe, delrve�r erection and bracing, ��r�sl�at ��1 PI1 � desr�r�erF l=�r' �ne��I ��rd���� r����r�f�n
2314
Safety iffy Inf rn tl r� liabl frC)M Truss Plate irisfitute, 281 N. Lee Street, Suite 12, Aile ons ia, V rt#�ri+�, A���I�� ��� � .�I �1aTdirlg �r�r`r'b�c�r��nt
October 1 5,2009
MiTek
�
POWER xt J=E.QF-0.FZM_.
7777 Gfew aback Lane. suite 1()
citrus Heig [Its i CA., 95610
r.
JVW
13374
TrLis
1HR1
FRANKLIN LIN BUILDIN SUPPLY, JERO E, ID_ 83338
Truss Type
IIF TRUSS
5.7-8
w
51
IP
ly Bitterroot Siu-11der
830872 85
fere IjPeo tion
7-200 s Oct. 5 2009 MiTak Industries. Inc, Thu Oct 15 12-381-09 2009 piae 1
--3-0
5-7_$
3x6 11
4 5
9 7
2X4 IJ 44 5 i -OT AR
7
LOADING (Ps SPACING _n n �
TCLL 35.0 Plates Increase 1,1
T DL 8.0 Lumber Increase 1.15
S LL 0,0 Rep Stress Incr NO
B ELL &0 i Code IRC2006ITP12002
LUMBER
TOP HO RE)
BOTCHORD
H
VVEBS
2 X 4 DIT No.1 Btr
2 X 4 CSF o.I:Btr
4 LSF Stud *Except*
4-7: 2 X 4 DF No -1 &Btr
REACTIONS (lb/size) 9=66310-7-1
MaxHo =21 1 (L
Max UP11ft —4 00(L 3),
C'5'n
i
TC 0.64
C 0.33
E3 0.57
(rain, 0-1-8), 7=1 0Iechanical
7 =-4 1 ( Ldp
FORCES (lb) - Max. nrnp./Ma , Teri. - All forces 250 (1b) or less e e t When
TOP CHORD2-9=-6371243o 2- =-1038/355, 4-7=-550/238 � Irl shc� ri.
P
BOT CHORD 7-8 =_.413/9 93
WEBS 2-=-D1 1979 P =7~-944/442
DEFT. in 000 Udefl Lid PLATES GRIP
Vert(LL) -0,.03 a >999 360 MT20 220/195
Vert(TL) -0.06 7-8 >999 180
Hor (TL) 0.01 7 n/a n1a
Weight: 56 Ib
131 !N
TOP CHORD Structural wood sheathing directly applied or -10-10 oc pudins,
except end vrt1oal,s,
BOT CHORD Rigid ceiling directly applied or 10-0-0 co bracing,
Flnssta'ailslk�ation
Tek recommends that Stabilizers and -
required cross bracing during truSS erection, in accordance ithStabilizer
e.
NOTES
'f ) rid: ASCE 7-05, 90mph; TDL=4.2psf; l3CDL=4.psf; b=2 at. lI° Exp C, enclosed; MVVFRS (low-rise) gable end ore;oartrlevr left an d right exposed ; en d vertical left gnd right s d; porch left d right exposed, Lub r L=1 . plate dD0L=1.
2) This truss has been designed for a 10.0 p f bottorn chord r lire load n nconcu rent with Irl other rive Voids.
. This truss has been designed for a lige load of 0.�pf on'the bottom chord ire
will ft between the bottom chord and any other members. all areas �r�rJ7er rectangle -6-0 tall b -0-o rdo
Defer to girder(s) for truss to truss conn
) Tl�i truss is designed in acuc�rda rac�e withthe 2006 J n#ernatFen lsidnf�
Code f I/TF I i. aCode senilon R502,1 1.1 and l 802. t 0.2 and referenced
In the LAID CASE(S) section, loads applied to the face of the truss are noted as front (E) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase :1 15., Plato 1ncr a,s =1.1
Uniform Loads (ply
Fart, 1-2=-86
Trapezoidal Loads (p1
Vert: 2=-3(F=4 1 1 13=41) -t0 -4=-236(F=-75, 13�-75), =-1 (F=-7 B=-7. _- __
October 15,2009
er valid for User�i ,°REFS .�`k.,E :
h ��k ��rtir�e�f�r�. This �e�i�� is k��,se�f �r)���n parameters sho��r�r a:rd is f
i
p li ak ility design ar rr�er�t rs a.r�d proper enc r aratiis Of based
Grupo n5 r or on individual bunrdirig cor portent.
15 for I{atero I s u� ����r7� i k�rrit� �f building des i� r��r - r�� I truss designer. F��� � i � shown
pport of irndividuQf web members only, Additional iemporcry brocing to insure stability during c
onstrLiction is the
responsibility of the
erector. Add i t is na I permanent bracing of the Overall sic t vre is the pf
fabrication, ciiia li r v Control. storage. ale Ji v e ry. c&re otion and braai� � ��� �f �i�aii �f the ���i�� n� ��sJ rye �. � � � ��n�r�� ��id�.n � e req rd ng M110 K
S f Ind rrrr tfi n civaila[Dle frorri Truss Plci e Ins ititer 281 N. Lee reet, �ai�e t ire �rn� �+0°� , Hteffu, DSB- 9 arty# BC 1 SLFIldilnr� Co�n�an�r�t POWK� �QRCO,���, f
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