Plans (53) • /'LS J,�)2 -00)--2-
/
Z. OC / SCv No ar V t-Gv 4 i LL
I org y
LEGEND HOMES '�J kNo z2
BEECH A FLOOR TRUSS PLAN , a�2m
1'-4" DEEP FLOOR TRUSSES �t'� 23 201
2'-0" ON CENTER SPACING TYPICAL �4UITYopTIGARD � f
a
� go
40-10-5 LOADING ILDINGDIVISION < t,, !Qi
Dmm
��m
ter?
N•
31'
117"8 19'9"8 ...
1 R
. " " b
ca1.s, L j♦j♦:
♦♦v . .
��. •
♦•• " ,tri O .
LL. i►i♦♦ 4 • �♦�♦� 0
e4. - ` LL " rig
A • x • ♦A• " N
,s' r
tti4
11'4"5 EZ ��♦�4
C.) • F03 04
Vn ; RAG STRUT 2 00#
♦♦♦
F., i
a 4
al sr
_ 3-9„CT i!i♦i ,
0
p • r •w•w•. F
1 � � f
• �%i�GIRDER /PT LOA' ' \ i,
F R i r 1.
,▪ ,v' r O �P, IRDE�t • V:
u_ olp 0 G i
'iii
�♦j
1 • • n `'
z Y iii N
�
f —
—
1 0)
Z
O
co
`8
d c
Z z<
0 =m
U
J WV`w
W cm
o m
L' a
12' a 5.8" a 5 —meg 3' o, o c_`m m w
sOa� O
31' U co a
ALL BEAMS BY OTHERS JOB NO:
` FRAMER MAKE SURE LAYOUT 11370
MISSES ALL PLUMBING AND
HEATING DROPS
PAGE NO:
1 OF 1
a
• a
11' 3'-'-".--6' N W f
23' • m
63mG)
. 0 -LC) m
® 1 Z = = z
110^
wo
rO
a� , —moo o/c - —Zj O
�, IIl c. m ,- 0m
=mm co 1 • e- : r0 :t) 0 -1C)
iii
>D05
. S vi•OO ••• 404••• •iiOO♦•♦ •i0�'♦i♦ p 71 Xl 77
0-m -WG Q .• ;1 (Qty=`j �l7
• G) — Cn
��C OH r - ri ) G) C -p
OWx = w = F08 N= r
13 Cn Z m 06 r11 'Q–Y-,2
-_X X 9 p.o �` w m Z
G7 r CI) ♦e♦•♦ ♦♦•♦♦•♦ 04I!♦ ♦•♦♦i Cn
D X ♦•♦-•+••A ••*i♦•�•••♦O(+O•i•••+•♦••••♦•♦
Z O - 111
C)
- _ - 15.2 3/C._�_ _ 1 , a x �c x XF07X X r
A
Ft�4(C N=3)o °1
N •-
N V 9•... ee
�♦�♦:♦♦`�:♦:♦:**At • N
• - - "I''' -n •east.
° �O05.QN=2•o - O0
F 06(Q =4)t... cn F0l (QTt'=6)
Ooms 3'10"0
.,- —E.
X
IQ
„-3,6e-e..4-bNe 18'5"8 . 3r6"— 14'0"8
' 43' ,
-o ` Customer.LEGEND HOMES
c. O Owner:
m CD Plan:BEECH
(360)750-1470 Vancouver
��. (503)265-2615 Portland
z o p Salesman:Greg Martin : (360)750-1463 Fax
-- Project BEECH A Floor TRUS-WAY- 1-877-TRUSWAYToii Free
Service-quality-Integrity 3901 NE 66th Street
Vancouver,WA 90331
"The Builders Choice"
T
(113770-LEGEND HOMES BEECH A Floor -- OR - FO1) I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
Connectors ingreen lumber designedusing into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
(g) NDS/TPI reduction factors. 13" Insert TE 2x4.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load See detail STRBRIBRO211 for bracing and bridging recommendations.
applied per IRC-09 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 2.00.
F 4-7-14 -
24" I 3-10-6
I
26.437" TYP. d
1X31 II 3X5= 1X113,, =
III 1X3 III 3X6
1-4-0 I
1-4-0
3X4= 3X4= 3X3=
3X4=
0"12
-1.L.- . 2-3-3 I_ 2-3-3 2-1-8
4-7-2 'I< 2-4-14 1-4-12
2-1-8 I` 2-4-14 + 1-4-12
I10-6-4 Over 2 Supports
R=579 W=4.25" R=579
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(O%D)/4(1) 10.0.3.03.0 ...a+N OR/-/1/-/-/R/- Scale =,5"/Ft.
Trus-Way,Inc 360-750-1470 RE•FAERNTON BCSI TRUSSESBILDI NG REQUIRE
CDMPONEEME CARE SAFETYIN NFOMATION)FABRICATION. .03.HA0
3.0'BVING, S PI IPI BUSS INSTALLING
ATE NSTD UTRAC 2 B <`Y, r�s
3901 NE 68th St.,Vancouver WA NORTH LEE STREET, SUITE 312. ALEXANDRIA, VA, 2231A)AND W ER(WOOD TRUSS COUNCIL OF AMERICA 6300 �5 GINE-6, SAO TC LL 40.0 PSF REF R561-- 6982 1
ENTERPRISE LANE.DIMADISON. WI HAL19)LD FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSVE 'P TC DL 10.0 PSF DATE 10/25/11
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE W I 1 9575 P r
A PROPERLY ATTACHED RIGID CEILING.
*.IMPORTANT.'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS ill,
BBC DL 5.O PSF DRW CAUSR561 11298112
minirALPINE mini INGROCONFO MANCEAWITHLL OTPI:T BE OORRSFABRICATING, HANDLING. SHIPPSIBLE FOR ANY DEVIATION ING,TINSTALLING&q RACINY NGUOF TRUSSESRE TO D THE TRUSS + BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA)AND TPI. ALPINE - OR •
CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/X)ASTM A653 GRADE 40/60 (W. H/H.SS)GALV. STEEL. APPLY9 TOT.LD. 55.0 PSF SEQN- 163918
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. V k 20,-04
ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS '9 P
ITW Building Components Group,Inc. DDESWGN SHOWNCATESTUECSUITABILITY ANDTANCE OF FESEIOFATHISL GCOMPON NTINEERING RFOR ANYBBUILDING ISILITY THE SOLELY RESPONSIBILITY TRUSS
BILITVMOFBET E RAID W'N, DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2, Re newal6/30/2013
SPACING 24.0" JREF- 1UGH561 Z04
•
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
•
(113770-LEGEND HOMES BEECH A Floor -- , OR - F02)
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and 1
into I-Joist flanges, (may be nailed after end is trimmed), I-Joist:
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 13" Insert TE 2x4.
Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live
for dead load is 2.00. load applied per IRC-09 section 301.5.
Truss must be installed as shown with top chord up.
25.5" Typ.
•
1X3 III 3X4=
1 ,_
1-4-0 1-4-0
■� ■11-1
/ " 9-0-0
PAM 3X3=
3X3
0"12
-3-0
1-4-12
yI` 2-3-102 + 1-4-12 H
k3-8-8 Over 2 Supports >{
R=204 W=4.25" R=204
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.07 'W _•Qr OR/-/1/-/-/R/- Scale =.75"/Ft.
Trus-Way,Inc 360-750-1470 REFERTOBCSITRUSSES(BUILDINGIRE EXTREME CARE C COMPONENT SAFETY N FABRICATION, HANDLING.INFORMATION), PUBLISHED BY TPIPI(SHIPPING,
NG INSTTUTEECI B 454. k's.
s TC LL 40.0 PSF
3901 NE 68hSt.,VancouverWA E / REF R561-- 69822
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA, 6300 5 ��G IN �� �
ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 10/25/11
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 19575 PE
A PROPERLY ATTACHED RIGID CEILING.
/ BC DL 5.0 PSF DRW CAUSR561 11298113
"INPORTANT“FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS /+
limyALPINE Imo0INOCONFO MANCE WITHHUP. INC. SHALL OTPI: ORT BE S PONSIBLE FABRICATING. HANDLING, SHIPPINGG TINSTALLING&IS DESIGN:ABRACINGNY DOF TRUSSES.RE TO BUILDI O THE TRUSS " 1 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE _
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K) ASTM A653 GRADE 90/60(W, K/H,SS)GALV. STEEL. APPLY �a TOT.LD. 5 5.0 PSF S E
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. Q N 20,19# v QN- 163974
ANY INSPECTION OF BE PER
Group, RAWINS INDICATES PACCEPTANCELATES DOFOAPROFESSIONALLENSINEERINGERESPON5181LITY X A3 OF OSOLELY FOR THE TRUSS2 SEC.3. A COMPONENTL ON THIS aRO,Lp W.NSP
ITW BuildingComponents Inc.[nc. DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 BUILDING DESIGNER TPER SANSIDTPITt SEC.USE OF TNIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE RMDeW816/30/2013
SPACING 24.0” JREF- 1UGH561 204
(113770-LEGEND HOMES BEECH A Floor -- , OR - F03) , I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM`I)TED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
Connectors ingreen lumber designedusing into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
(g) NDS/TPI reduction factors. 13" Insert TE 2x4.
See detail STRBRIBRO211 for bracing and bridging recommendations.
Truss transfers a maximum horizontal load of
5398 # ( 272.73 plf ) along top chord, from either, Bottom chord checked for 10.00 psf non-concurrent bottom chord live
direction to supports where indicated. Diaphragm and load applied per IRC-09 section 301.5.
connections are to be designed by Engineer of Record.
Drag Loads: Force(#) (PLF ) Mbr Start End Deflection meets L/360 live and L/240 total load. Creep increase
Case 1: 5398 272.73 TC 0.00 19.79 factor for dead load is 2.00.
5398 BC 0.00
Truss must be installed as shown with top chord up.
(U) Negative reaction(s) (see below) requires uplift connection.
**THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN**
TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN.
I. 9-5-14 24 24" 5-5-6
21.575" Typ. -I- 1- 11-10-4 �{_ •1- -I
f` '1 3X6=
3X3= 3X3= 3X4= 4X4= 3X4= 3X3= W=3X4= 3X4= 3X3=
1-4-0 - t
/���������/����/�////�� /�����////////�////////��/, �� 9-0 0 JL
3X3= 4X6= 4X6= II( - 3X4= 3X3= 3X5=
U=240 W-3X4= 4X6= 4X7=
U=327 U=335
11-tli-10-5_Ia-10-`�I,-10-51'-11-1 1..2-1-8_11-9-1t11-9-1211-9-1211-9-1;I�2-2-15_1 2 2 15 2-1-8 -11-1 1 11-15 ,4-12
18-9-8 4-5-14 �IE2-1-8�I1� 3-11-14 I1-4_12
3-3-6 7-8-10 4-8-1 15-1-7
I- Over 2 Supports >I
R=144 PLF W=19-0-4
Rh=5398/-5398 R=639 W=4.25"
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.050 OR/-/1/-/-/R/ Scale =.25"/Ft.
Trus-Way,Inc 360-750-1470 "WARNING..TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. l,EO OFF
3901 NE 68tH St.,Vancouver WA NORTH LEE STREET, SUITE REFER TO BCSI IN312,G ALEXANDRIA,NENT VATY ,N22314)IAD 1YrON) PUB(WOOD D TRUSS BY I COUNCIL POFTEAMERICAUTE 218 6300 �v n s, TC LL 40.0 PSF REF R561-- 6982 3
ENTERPRISE LANE, MADISON, WI 53)19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS t(3 4 9 5` . O. / TC DL 10.0 PSF DATE 10/25/11
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE
A PROPERLY ATTACHED RIGID CEILINA. f
"IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTSGROUP, INC. I BC DL 5.0 PSF DRW t:AUSR561 11298114
ALPINE _ IN CONFORMANCEAWITH LL HOTPI) ORT BE SFABRICATINGPONSIBLE . HANDANY LING. SHIIPPIING.FROM TINSTALLING 8HIS DESIGN: ABRACINNY UOF TRUSSES.RE TO D THE TRUSS Olt BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC. BY AF&PA)AND TPI. ALPINE OREGON
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/X)ASTM A653 GRADE 40/60(W. N/H,SS)GALV. STEEL. APPLY ✓�
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. I1 *Ai Zp AW* `, TOT.LD. 55.0 PSF S EQN- 1 4085 REV
ANY INSPECTION OF PLATES FOLLOWED DV(i) SHALL BE PER ANNEX A3 OF TPI 1-2D2 SEC.3. A SEAL ON THIS V
ITW Building Components Group,Inc. DESIGN S INDICATESTHACCEPTANCE TY PROFESSIONAL E GCOMPON NT RESPONSIBILILDINGOLELTHE RETOE TRUSS COMPONENT
1 1OLo W.NSP DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC, 2.
Renewe16/30/2013 SPACING 24.0" JREF- 1 UGH561 Z04
` THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113770-LEGEND HOMES BEECH A Floor -- , OR - F04)
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 13" Insert TE 2x4.
+ 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
Max JT VERT DEFL: LL: 0.33" DL: 0.35" recommended camber 3/8" bridging recommendations.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Trusses to be spaced at 19.2" OC maximum.
applied per IRC-09 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 2.00.
**THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN**
TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN.
24" 24" H 5-5-6 H
F 12-5-14 �- �- 8-10-4
27r 125" Typ.
W=3X4= 1 .5X3 III
4X4= 3X5111 5X6 3X5111 6X10=
1 .5X3 III 3X10= 1.5X3111 3X8= 3X3= 3X5= 1 .5X3 III 3X4 3X3=
1-i
/ ` --`,!%- Nw..., a \3 % 1/ "\ 1-4-0
14) 9-0-0 _L
3X6= 3X10= = 5X8= 3X5111 3X4= 3X3= 3X5=
— W=3X4= 5X6= 6X11 — — —
4X618-9-8
2-4-10i2-3-148-511-9-111-9-1 2-1-8 2-1-7 1-4-12
4-8-8 2 5 6 I I L2 0-11 E2-3-11 1 2 2 15�E 2 1 8 E 11 1�I1 1111 11 11
11-6-14 4-6-10 2-1-8 3-11-14 1-4-12
7-1-14 11 6-14 11-0 0
7-1-14 3-10-2 7-8-12 I 12-0-12
I- 30-9-8 Over 3 Supports I
R=805 W=4.25" R=1456 W=5.5" R=501 W=4.25"
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.0`*a .m na OR/-/1/-/-/R/- Scale =.25"/Ft.
Trus-Way,Inc 360-750-1470 NARKING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ``� `-6"r
REF R561-- 69824
REFER TO BCSI 3901 NE 68111 St.,Vancouver WA NORTH LEE STREET(BSUITEN312 COMPONENT
ONENTALEXANDSAFETYVINFORMATION),
N223R 0)IAND W CA(WOODPUBLISHED
TRUSSI COUNCIL POFTEAINSTITUTE 6300 'w\�, G IN C s,3 TC LL 40.0 PSF
ENTERPRISE LANE. MADISON, WI 53]19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �A Z TC DL 10.0 PSF DATE 10/25/11
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 19575 P.
A PROPERLY ATTACHED RIGID CEILING.
.'IMPORA
TNT•AFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS , / BCDL 5.0 PSF DRW CAUSR661 11298122
TO or ALPINE _ IN CONFORMANCEGROUP, INC. SALL WITHH TPI; ORNOT DES PONSIBLE FABRICATING. HA DLING, SHIPPING.FOR ANY EVIATION FOMTHIS INSTALLING ADESIGN:ANY BRACINGFAIURE OF TRUSSES.THE TRUSS ' 1 I BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE W
CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K)ASTM A653 GRADE 40/60(W, K/H,SS)GALV. STEEL. APPLY *N.2(0946
6
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. G �k.ZO,��!A�, TOT.LD. 55.0 PSF SROM- 14125 REV
ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS 1%0)W.N!P FROM MS
ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.00
Sacramento,CA 95828 BESIGN SHDWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1SED. 2. Renewal6/30/2013 SPACING 19.2" J RE F- 1 UGH 5 6 1 Z04
F • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113770-LEGEND HOMES BEECH A Floor -- , OR - FOS)
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 13" Insert TE 2x4.
+ 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
Special loads bridging recommendations.
(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC- From 80 plf at 0.00 to 80 plf at 25.77 Max JT VERT DEFL: LL: 0.30" DL: 0.36" recommended camber 1/2"
BC- From 8 plf at 0.00 to 8 plf at 25.77
TC- 588.00 lb Conc. Load at 23.67 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-09 section 301.5.
Trusses to be spaced at 19.2" OC maximum.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 2.00.
**THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN**
TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN.
r 12-5-14 I 24" k 11-3-6 -1
27.125" Typ.
W=3X4
1 .5X3III 3X8= 1.5X3III 3X8= 4X4= 5X6= 6X8= 5X6= 1 .5X3III 4X6--
T
X6=
I-
1-4-0 4W --� I� i ■
11,,,,,'n i 1/ 1-4-0
NA�1 �� 1 9-0-0
3X8= 4X6= 5X8= 6X6= 5X8= 3X6= 4X6= 4X4=
L 18-9-8 W=3X4= ,J 3X3
2-4-10 L 2-3-14 = 2-5-6 „1-8-5-1_1-9-1 -L1-9-13_1_ 2-1-8 ..J1-4-1111-4-1111-4-11,1-7-12i_1-7-0„1-7-12,,X4 1-4-1
4-8-8 2-5-6 11-6-14 3-2-12 1-7-12 9"4 1-4-12
7-1-14 11-6-14 1-0-1
5-11-12
7-1-14 = ' 3-10-2 -I" 7-8-12 < 7-0-8
I' 25-9-4 Over 3 Supports >{
R=759 W=4.25" R=1576 W=5.5" R=651 W=4.25"
Note: All Plates Are 3X5 Except As Shown.
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03.03.0 t4 ...r_,-, s OR/-/1/-/-/R/- Scale =.3125"/Ft.
Trus-Wayy,Inc 360-750-1470 "RARNING••TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING ANO BRACING.
3901 NE 68th St.,Vancouver WA REFER TO BCSI (BUILDING COMPONENT SAFE Y INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 210 y� (N S� TC LL 40.0 PSF REF R561-- 6982 5
ENTER RIS STREET, SUITE 31 WI ALEXANDRIA, VS, ETY1P)CTD ETCH IOROD TRUSS COUNCIL OF CTEOISA. LESS G �� w TC DL 10.0 PSF DATE 10/25/11
ENTERPRISE NDIC, MADISON. WI 53719)LFOR SAFETY PRACTICESTPRIOR TO PERFORMING THESEOT MFUNCTIONS. UNLESS Y
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE W 19575 P 17r 1
A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW CAUSR561 11298115
'*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS 1
i
GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS OR` • . 1 BC LL 0.0 PSF CA-ENG TSB/GWR
nor ALPINE IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING&BRACING OF TRUSSES,
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINECONNEC �Qq,
PLATESTOTO EACHES FACEEOFADE OF TRUSS ANO'B/UNLESSWOHNERNISEASTM LOCATED30NRTHISDE AOESIOGNW POSITION PER.SS) YDR/1WING5 160AYZ. A 20,109 v TOT.LD. 55.0 PSF SEQN- 14096 REV
ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS
ITP Building Components Group,Inc. OESIIGN S IINRIEATESTHACCEPTANCE TV ANDFESSIONATHISGINEEBNENTRESPONSIBILILDINGOLELTHEORETHE TRUSS COMPONENT Iii,,..,
��p W'N� DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Renewal6/30/Z013 SPACING 19.2" J REF- 1 UGH 5 6 1 204
A
(113770-LEGEND HOMES BEECH A Floor -- OR - FO6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
Connectors ingreen lumber designedusing into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
(g) NDS/TPI reduction factors. 13" Insert TE 2x4.
Special loads + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) bridging recommendations.
TC- From 80 plf at 0.00 to 80 plf at 25.77 Max JT VERT DEFL: LL: 0.30" DL: 0.36" recommended camber 1/2"
BC- From 8 plf at 0.00 to 8 plf at 25.77
TC- 588.00 lb Conc. Load at 23.67 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Trusses to be spaced at 19.2" OC maximum. load applied per IRC-09 section 301.5.
Truss must be installed as shown with top chord up. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.
**THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN**
TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN.
E"--12-5-14 �` 24" I 11-3-6
27.125" TYP.
W=3X4
1 .5X3III 3X8= 1.5X3III 3X8= 4X4= 5X6= 6X8= 5X6= 1.5X3III
4X6=
T ■
1-4-0 i■ I I I 111°
■ �� ■ Vigil T
e.111111111111111111. 111- ":Al
I 111
3X8= 4X6= 5X8= 6X6=
I< W=3X4= 5X8— = 4X6= 4X4=
18-9-8 J3x6 3X3=
2-4-10 1_ 2-3-14 2-5-6
>,<1-8-5_1_1-9-1 _1_1-9-13_1_ 2-1-8 _11-4-1111-4-1111-4-11,1-7-12 1_1-7-0,„1-7-12„2"i0-4-
--_-
4-8-8 2-5-6 11-6-14
< 7-1 14 11 6-14 1-0-1z3-2-12 1-7-12 9"4 1-4-12
7-1-14 > 3-10-2 I' 7-8-12 >< ,I_ 5-11-12
7-0-8
25-9-4 Over 3 Supports
R=759 W=4.25" R=1576 W=5.5" R=651
Note: All Plates Are 3X5 Except As Shown.
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.0 COUNCA'*/,.01o, OR/-/1/-/-/R/- Scale =.3125"/Ft.
Trus-Wav Inc 360-750-1470 ""WARNING""TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING.
0(GR ("&3901 NE 68th St.,Vancouver WA NORTH TLEEaSTREET(OSUITT2,EN31upports
d
FRTA,N222314)IANDTCAB(WOOD WTRUSS IL POFTEAM RICAUTE 0300
tT. TC LL 40.0 PSF REF R56 1 - 69826
ENTERPRISE LANE, MADISON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE
A PROPERLY ATTACHED RIGID CEILING. l'(955175!�� v TC DL 10.0 PSF DATE 10/25/11
r'
*`IMPORTANT""FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BUILDING COMPONENTS / BC DL 5.0 PSF DRW CAUSR561 11298116
'
GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS
ALPINE vimIN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. 0-'49W5 ' 1 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W.H/55/X)ASTM A653 GRADE 40/60(W. R/H,SS)GALV. STEEL. APPLY GI ,fid•- 9
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. V" vY'�G.�� �, TOT.LD. 5 5.0 PSF SEQN- 14107 REV
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS
ITW Building Components Group,Inc. DRAWING' INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Rojo W.N� DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 DESIGN SHOWN. HE SUITABILITY PND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILI Y OF THE Renewal 6/30/2013
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. SPACING 19.2" J RE F- 1 UGH 56 1 204
r r
(113770-LEGEND HOMES BEECH A Floor -- , OR - F07) r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) 2 COMPLETE TRUSSES REQUIRED RED
Bot chord 4x2 DF-L #1&Bet.(g) 1 2 e
Webs 4x2 DF-L Standard(g) See DWG CNSY42PLO109 for connection details of 2 ply trusses.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
bridging recommendations.
Special loads Max JT VERT DEFL: LL: 0.25" DL: 0.19" recommended camber 1/4"
(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC- From 50 plf at 0.00 to 50 plf at 13.83 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
BC- From 5 plf at 0.00 to 5 plf at 13.83 load applied per IRC-09 section 301.5.
TC- 1661.46 lb Conc. Load at 1.90, 3.90, 5.90, 7.90
9.90,11.90,13.50 Calculated vertical deflection is 0.25" due to live load and 0.44" due
Deflection meets L/360 live and L/240 total load. Creep increase factor to total load at X = 6-11-0.
for dead load is 2.00. Truss must be installed as shown with top chord up.
119.437" TYP`I•
3X5111 8X14= 3X5 III 5X8= 3X5 III 5X8= 3X5111 8X14=
_ _ _ _ 3X5111
/ 1
1-4-0I i/ '''''''''''''---„,.:_.___---""-------
' ''' ''''-•
// \\ / '-''''''':'''-''''- - --\1 / \
4 8X14= 5X6= 8X14.7=-- • 9-0-0
6X10-==
6X10=
1-10-7 1-8-3 1=8-3 1-8-3 1-8-3 1-8-3 1-8-3 1-10-7
I 13-10-0 Over 2 Supports ,{
R=5423 W=4.25" R=6967 W=2.25"
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.0' - .1:14N, OR/-/1/-/-/R/- Scale =.5"/Ft.
Trus-Way,inc 360-750-1470 ..RARNING'•TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. �`
S
3901 NE 68Th St.,Vancouver WA NORTH LEE STREET(BSUITEN31/ ALEUANORIAE TA. 223144)RAND WTCAB(IWOODD TRUSSI COUNCIL PLATE
AMERICA, 623 `���( G IN�L n tS TC LL 40.0 PSF REF R561-- 69827
OTHERWISEENTERPRISTOPNCHORD SHALL, WI BHAVE PROPERLY) FOR SAFETY AATTTACHED STRUCTURALCTICES PRIOR TO EPANELSNANDG HBOTTOMESE NCHORDSSHALLNHAVE WLESS 0 `- r • /TC DL 10.0 PSF DATE 10/25/11
A PROPERLY ATTUNED RIGID CEILING. 19 rJ 7S PE
••IMPORTANT`*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS / BC DL 5.0 PSF DRW CAUSR561 11298117
GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSS
ALPINE Ism IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING OF TRUSSES. 0 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC. BY AF6PA)AND TPI. ALPINE OREGON
CONNECTOR PLATES ARE MADE OF 20/1B/16GA(W,H/SS/K)ASTM A653 GRADE 40/60(W, K/H,SS)GALV. STEEL. APPLY .,� TOT,LD. 55.0 PSF
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. 0 N.20,19# S EQN- 163970
ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS qR I se'
ITW Building Components Group,Inc. DESIIGNGSINONCATESTHECSUITABILITY ANDFUSEIOFATHESGCOMPONENTRFOROANY BUILDING ISLTHEORESPONSTBILITYMOFNTHE uLD vg,N DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Renewal 6/302013
SPACING 24.0" JREF- 1UGH561 204
B q
• 4 .
} THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113770-LEGEND HOMES BEECH A Floor -- , OR - FOB)
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
Connectors in green lumber (g) designed using NDS/TPI reduction 13" Insert TE 2x4.
factors.
+ 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
Max JT VERT DEFL: LL: 0.41" DL: 0.43" recommended camber 1/2" bridging recommendations.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Calculated vertical deflection is 0.32" due to live load and 0.75" due
applied per IRC-09 section 301.5. to total load at X = 9-1-6.
Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up.
for dead load is 2.00.
9-2-14 24"- I- 8-5-6 -I
126.594" Typ.�
1.5X31 II 4X10= 1 .5X3III 3X5= 1 .5X3III 1 .5X3III 3X6= 1 .5X3 III 4X10
1-4-0 / + �h
6 ii„„,,, -� / 1-4-0
9-0-0
4X8igi
= 4X10= 3X4= 3X5= 4X10= 3X4= Y
0"12
2-3-5 i, 2-3-5
>l< 2-3-6 _i, 2-3-5
>I< >1<2-1-8 2-3-11
_I_ 2-3-11 >I< 2-4-7 >I<-4-12,
4-7-7 4- 6-11 2-1-8 4-7-7 2-4-7 1-4-12
I' 19-8-4 Over 2 Supports
R=1083 R=1083 W=4.25"
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.0"� �0 OR/-/1/-/-/R/- Scale =.375"/Ft.
Trus-Way Inc 360-750-1470 ""WARNING••TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. `!f(i r
3901 NE 68th St.,Vancouver WA REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 -`v ! 31s,, TC LL 40.0 PSF REF R561-- 69828
ENTERPRISERTH LEE STREET. SUITE LANE. MADISON,I WI ALEXANDRIA,53719)FORVSAFETYI4)PRACTICES CPRIOROTO PERFORMINGTRUSS NCIL OF THESE FUNCTIONS. UNLESS Y �6300 �GI TC DL 10.0 PSF DATE 10/25/11
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 195 5' Y
A PROPERLY ATTACHED RIGID CEILING. ,
BC
"'IMAN
PORTT""FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RTW BUILDING COMPONENTS /GROUP, INC. SHALL NDL 5.0 PSF DRW CAUSR561 11298118
mow
TO BUILD ALPINE mum IN CONFORMANCE WITHOT TPIE ORBS PONSIBLE FABRICATING. HANDLING. SHFOR ANY IIPPING.FOMTHIS INSTALLING&DESIGN, A NY RACINGUOF TRUSSES.RE THE TRUSS 1 C CJ ' 1 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE A R G
CONNECTOR PLATES ARE MADE OF 20/16/16GA(W,H/55/K) ASTM A653 GRADE 40/60(W, K/H,SS)GALV. STEEL. APPLY /^� ,� TOT.LD. 55.0 PSF SBA- 163972
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. V" N.20,5
ECTION OF
LATES
BE PER
X A3 OF
ITW Building Components Group,Inc.
ANY INceINDICATES PACCEPTANCE OFOPROFESSIONALLENGINEERINGERESPONSIBILITYOMSOLELY2 3FOR THE TRUSS. A ACOMPONENT L ON THIS �ROLD W." P OUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 BUILDING SHDESIGNER TPER SANSI//IPIT1 SEC, 2.OSE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Renewal 6/30/2013
SPACING 24.0" JREF- 1UGH561 ZO4
L
(113770-LEGEND HOMES BEECH A Floor -- , OR - F10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) lOd Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
Connectors ingreen lumber into I-Joist flanges, (may be nailed after end is trimmed), I-Joist:
(g) designed using NDS/TPI reduction 13" Insert TE 2x4.
factors.
Max JT VERT DEFL: LL: 0.25" DL: 0.26" recommended camber 3/8" + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
bridging recommendations.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-09 section 301.5. Calculated vertical deflection is 0.22" due to live load and 0.48" due
to total load at X = 7-11-10.
Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up.
for dead load is 2.00.
F.
8_1_2 F 24" I 5-5-6
23.156" Typ.
1X3 III 4X8_ 1X3 III 3X3= 1X3 HI 1.5X3 III
4X6= 4X4=
1-4-0 + — 1
li / 1-4-0
x 9-0-0
3X6 3X10= 3X3= 3X5= 4X8= x
0"12
1-11-14 4-__9
1-11-14 >I< 1-11-14 J_ 1-11-14 2-1-8 1-11-15
3-11-13 k DI‹ I_ 1-11-15 1-4-12 J
2-1-8 3-11-14 >�` 1-4-12 -1
15-6-8 Over 2 Supports
R=855
R=855 W=4.25"
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03.03.0 ! OR/-/1/-/-/R/- Scale =.5"/Ft.
-�O
1�N$-Way,Inc 360-750-1470 ••NARNING••TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. H�`W
3901 NE 68Th St.,Vancouver WA NORTH TLEE STREET(BSUITEN312, ALEXANDRIA,VA. 220314)IAND WTCAB(WOODD TRUSSI COUNCIL POFTEAMERICAUTE 6300 ��`� �,IN E VS/1 T LL 40.0 PSF REF R561-- 698 29
ENTERPRISE LANE, MADISON, WI 53)19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS /I� _�
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SWILL HAVE W 1 9575 P .r 1,
TC DL 1 0.0 PSF DATE 10/25/11
A PROPERLY ATTACHED RIGID CEILING. /
•*IMPORTANT••FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS _ ✓ BC DL 5.0 PSF DRW CAUSR561 11298119
my ALPINE _ GNOUP, INC CONFO MANCEALL WITHOT TPBIE ORRESPONSIBLE
FABRICATING, ANY
DING(LTSHIPPING,FROM T INSTALLING B BRACINFAILURE
OF TRUSSES.
BUILD
THE TRUSS
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE OREGON 5 1 I BC LL 0.0 PSF CA-ENG TSB/GWH
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K)ASTM A653 GRADE 40/60(W, K/H,SS)GALV. STEEL. APPLY �/ 9 TOT.LD. 55.0 PSF HON- 164040
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. Q -W.20,'194y
ANY INSPECTION OF PLATES FOLLOWED BY (I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS
I11V Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOB THE TRUSS COMPONENT �ROLD W.Nip DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 DESIGN SHOWN. ME SUITABILI ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1 SEC.2.
Renewal 6/30/2013 SPACING 24.0" J REF- 1 UGH 5 6 1 ZO4
e W
(113770—LEGEND HOMES BEECH A Floor -- , OR — F11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the
Bot chord 4x2 DF-L #1&Bet.(g) • insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x
Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and
Connectors ingreen lumber designedusing into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
(g) NDS/TPI reduction factors. 13" Insert TE 2x4.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load See detail STRBRIBRO211 for bracing and bridging recommendations.
applied per IRC-09 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 2.00.
**THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** Truss must be installed as shown with top chord up.
TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN.
10-0-0 -I_ 24 _ 1-7-0
25.167" Typ. 1
1X3 III 3X3= 1X3111 3X4= 3X3= 1X3 III 3X4=
1-4-0
1-4-0
9-0-0
3X3= 3X6= 3X3= 3X4.----- Y
3X3=
6-7-4 '1
0"12
2-1-15 I 2-1-15 2-2-11 1-8-0
4-4-9 I- 1-8-0 2-1-8 1-6-4
2-2-11 3-4-0 2-1-8 I 1-6-4
l< 13-7-0 Over 3 Supports :71
R=337 R=913 W=5.5" R=310
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.03.0 :4 o OR/-/1/-/-/R/- Scale =.5"/Ft.
Trus-Way,NE 68th
360-750-1470 •
R•AERI TON SCSI TRUSSESREQUIRE
IREEX EEME CARE SAFETYN INFORMATION),FABRICATION.
PUBLISHED BVS TPI (TRUSS
INSTALLING
PLA EI NINSTITUTE,BRACING.
‹ ` . s{r
3901 NE 68th SL,Vancouver WA NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA. 6300 l\5 G IN EF tTC LL 40.0 PSF REF R561-- 69830
ENTERPRISE LANE, MADISON. WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS v 4,
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 19575 PE TC DL 10.0 PSF DATE 10/25/11&t
A PROPERLY ATTACHED RIGID CEILING.
"IMPORTANT''FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BUILDING COMPONENTS BC DL 5.0 PSF DRW CAUSR561 11298120
GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS -
40,
ALPINE Imo IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING&BRACING OF TRUSSES. o `•�W BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC. BY AF&PA)AND TPI. ALPINE
CONNECSTAI
PLATESTTTO EACHES FACEEOFATRUSS ANDE OF .B/UNLESSWOTHERWISEALOCATED3ONRTHIS DESIGN. POSITION PERV. STEEL.DRAWINGS 160A-TZ. G *N 20,1 9 N, TOT.LD. 55.0 PSF SEQN- 14116 REV
ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI1-2002 SECS. A SEAL ON THIS
ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN �RoLD W.NSP DUR.FAC, 1 .00 FROM MS
Sacramento,CA 95828 DESIGING DESIGNERTPER SANSI/TPI r1 SEC. 2.
USE OF THIS COMPONENT FOR ANT BUILDING 15 THE RESPONSIBILI Y OF THE ReneWdl6/30/2013
SPACING 24.0" JREF- 1UGH561 Z04
.
(113770-LEGEND HOMES BEECH A Floor -- , OR - F14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g)
Bot chord 4x2 DF-L #1&Bet.( Bottom chord checked for 10.00 psf non-concurrent bottom chord live
) load applied per IRC-09 section 301.5.
Webs 4x2 DF-L Standard
in green lumber (g) designed using NDS/TPI reduction factors. toCaltotaled loadratcXl=d5-01-8. is 0.06" due to live load and 0.14" due
Special loads Deflection meets L/360 live and L/240 total load. Creep increase •
(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) factor for dead load is 2.00.
TC- From 100 plf at 0.00 to 100 plf at 7.21 Truss must be installed as shown with top chord up.
BC- From 10 plf at 0.00 to 10 plf at 7.21
TC- 2721.00 lb Conc. Load at 5.10
16.5" Typ.
1 X310 SS0919= 4X6= SS0919= 1 X3 III
1-4-0
1-4-0
/OW.' 011 /NN -„,,,,,,i
`5' 10-4-0 /
4X6= 4X6=
4X8= 5X12
0�"12
1210 82 + 1 6-12 1-5-4 1-11-0 0„12
3-0-0 2-2-0
Ic 7-2-8 Over 2 Supports >
R=1212 W=4.125" R=2302 W=4.125"
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=6%(O%)/4(1) 10.03.04.0._ OR/-/1/-/-/R/- Scale =.75"/Ft.
Trus-Way,Inc 360-750-1470 'RENFERMIN BCS I TRUSSES
DINGREQUIRE
COMPONENT SAFETY IN INFORMATION)N PUBLSED BY SHIPPING.RUSSINSTALLING
NSTIITUTREC28 '‹ r, TC LL 40.0 PSF
3901 NE 68th Sj.,Vancouver WA NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND W CA(WOOD TRUSS COUNCIL OF AMERICA, 6300 \� .aG IN.F • REF R561-- 6983 1
ENTERPRISE LANE. MADISON. WI 53]10) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 10/25/11
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 1957'P
A PROPERLY ATTACHED RIGID CEILING.
"IMPORTANT''FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITO BUILDING COMPONENTS i BC DL 5.0 PSF DRW CAUSR561 11296121
PONSIBLE
1- ALPINE INGROCONFORMANCE WITHUP, INC. SHALL OTPI: ORT BE S FABRICATING, HANDLING, SHIPPING TINSTALLING AA BRACING OF TRUSSES.NY FAILURE TO BUILD THE TRUSS `rfirG, r 5 ' 1 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE J
CONNECTOR PLATES ARE MADE OF 20/18/160A (W.H/55/X)ASTM A653 GRADE 40/60(W, K/H,SS)GALV. STEEL. APPLY //�� k 2n,19� TOT.LD. 55.0 PS F
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. G �/ S EQN- 750975
ANY INSPECTION OF PLATES FOLLOWED BY (,) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS �
ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTRDLD W•NSP DUR.FAC. 1 .00 FROM MS
Sacramento,CA 95828 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI TPI I SEC. 2. Renewal 6/30/2013 SPACING 24.0" J RE F- 1 UGH 56 1 Z04