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141669
I" 32'6" 1
PAGE NO:
1 OF 1
ITW Building Components Group, Inc.
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Pagc 1 of 1 Document ID:1 V5N561-Z 1618155916
• Truss Fabricator: Trus-Way, Inc
Job Identification: 141669-PARR LUMBER NEST LI NN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LO PRO !.
Model code: IRC e`sk
Truss Criteria: I RC2012/TPI-2007(STD) 4 �asss
Engineering Software: Alpine proprietary truss analysis software. Version 13.01.
9
Truss Design Loads: Roof - 42 PSF a 1.15 Duration
l 7Tt or"-—
Floor - N/A \1/4. F
Wind - 140 MPH (ASCE 7-10-Closed) \� A` 'FC y9e`' �`v,
Notes: /frp/4IYyi.CiV
1. Determination as to the suitability of these truss components for the EXP.12-31-15
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing number is preceded by: CAUSR561
•
Details: -
Submitted by CWC 15:59:01 04-18-2014 Reviewer: TSB
$ $
# Ref Description Drawing# Date
1 57191--T01 14108455 04/18/14
2 57192-402 14108456 04/18/14
3 57193--T03 14108457 04/18/14
4 57194--T04 14108458 04/18/14
5 57195--T05 14108459 04/18/14
6 57196--T06 14108460 04/18/14
7 57197--T07 14108461 04/18/14
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY T,RUSS MFR.
(141664-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - 1-01)
Top chord 2x4 DF-L #1&Bet. (g) 140 mph wind, 20.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located .
Bot chord 2x4 DF-L #1&Bet. ( ) anywhere i n roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Truss spaced at 24.0" OC designed to support 1-0-0 top chord
See DWGS A14030ENC100212 & GBLLETINO212 for more requirements. outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must
not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load
applied per IRC-12 section 301.5. Deflection meets L/240 Iive and L/180 total load. Creep increase
factor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10,
Ce=1.00, CAT I I & Pf=23.10 psf.
3X5
6 (— � 6
diiII //$/0-4-00-4-0
//////////////////////// —
- -
2X4(A1) = 2X4(A1)
L1-6-0-,J 1.1-6-0J
I- 10-0-0 -I- 10-0-0 J
i< 20-0-0 Over Continuous Support >1
R=103 PLF U=18 PLF W=20-0-0
RL=8/-8 PLF
Note: Al I Plates Are 2X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01.06.0:__ -i' QTY: 1 OR/-/1/-/-/R/- Scale =. 34"/Ft.
Trus-Way Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES DN THIS SHEET! 'OW 04 TC LL 25.0 PSF REF R561-- 57191
3901 NE 68th St.,Vancouver WA -.1 IIPORTANT" FURNI SO THIS DESIGN TO ALL CONTRACTORS I NCUN)I NG 1 NSTALLERS.
ITrussesow
require extreme care Bin fabteal 10106 ng, panl I S. etl ppiIng. 1tion.i Iy WI ndaceCA Refer ety ed - • 4.7441114.
TC DL 7.0 PSF DATE 04/18/14
fol ltw the ri ret edi ti onperfer of a the (Sul etie09 Component. ISIersts alI provide, bem and acing for saSCSI. .� 14659
:tact.cos pre or to perfornl ng these Punct.ons. Installers spall prove do temporary bract ng per BChI.
Unless noted othernlse, top chord shall have properly attached structural sheathe ng and bottom chord - BC DL 10.0 PSF DRW CAUSR561 14108455
shall have a properly attached rigid call I ng. Locations shown for permanent lateral restraint of webs 1 ;7
shall have brae'rig Installed per RCS1 sect)ons B3, 87 or 1310, as applicable.
1 �t_�_�
my ALPINE ITr Bullring Ceegonents croup Inc. (ITWBCG)span eat be responsible ror any eevlatlon free thIL?
s ORslgn, 1 BC LL 0.0 PSF CA-ENG TSB/CWC
any Cal I ure to build the truss i n conformance with ANSI/TPI 1, or Por hoed.n ng. shi ppi ng, instal 1 ate on b `�,, a:,..a
bracing of trusses. Apply plates to Ouch face of truss and petition as shown above and on the.loint '—,r--^ AO 44,
wi TOT. LD. 42.0 PSF SEAN- 387729
Dotal is, unless noted otherwi se. Refer to drawl ngs 160A-C for standard plate post ti ons. A seal on this C
drawl ng or cover page listing this drawing, Indicates acceptance of professional engineering
rosponsi bill ty sol el y for the design shown. The suitability and use of this design for any structure I s � y c. 7,�� ®Q OUR. FAC. 1. 15 FROM MC
ITW Building Components Group,Inc. the response IS 11 ty of the Bui I ding Desi finer per ANSI/TPI 1 Sec 2. For more I eformati on sea: Thl s fab•s NN,Iii l4ta G�%/'
bm;
Sacramento,CA 95828 general notes page: I TW-OCG: sea.I tacg.caTPI: www.epi est.erg: Wwww.TCA: w .sbci n,ustry.cam: fig SPACING 24.0" J RE F- 1 V5N561 Z 16
1 CC: www.1 ccsafe.org EXP.12 31 15
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR.
(141669-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - T02)
Top chord 2x4 DF-L #1&Bet. (g) 140 mph wind, 20.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located -
Bot chord 2x4 DF-L #1&Bet. (g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind Ioads based on both MWFRS and C&C, reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/240 Iive and L/180 total Ioad. Creep increase factor load applied per IRC-12 section 301.5.
for dead I oad i s 2.00.
Truss designed for unbalanced snow Ioad based on Pg=30.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf.
4X6--
00
X6=/0
2X4 2X4
it, .• 5-4-0
6 6
0-4-0 0-4-0
3X5(A1) -. 5X8 3X5(A1)
L1-6-0J L1-6-03J
5-3-7 4-8-9 4-8-9 5-3-7
10-0-0 10-0-0
i, 10-0-0 ......I..... 10-0-0 J
[f 20-0-0 Over 2 Supports =1
R=959 U=156 W=5.5" R=959 U=156 W=5.5"
RL=134/-134
•
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01.06.0:_pp.- - QTY:4 OR/-/1/-/-/R/- Scale =.34"/Ft.
Trus-Way Inc 360.750-1470 "WARNING"" READ AND FOLLOW ALL NOTES OI THIS SHEET! ,ttwPt,y OAF TC LL 25.0 PSF REF R561-- 57192
3901 NE 68Th St.,Vancouver WA -'I VpORTANT" F'IRNI SH THIS DESIGN TO ALL CONTRACTORS I NCLWI NG INSTALLERS. \\
Trusses regal re extreme caro In fabrlcats,g. handl lrg. shlpping. Installlrg and bract ng. Refer to and Niik
'(2 � •. TC DL 7.0 PSF DATE 04/18/14
fol lti the 1etest aril tion of SCSI (But Iding Instal
Safety I protlon, em TPI y b acro for safety " 14659 "Q
prod!cos prl or to perform!ng These onsfunctiInstallers shall pray!de temporary bract ng par SCSI. f�
Unless noted otherwise, top mora shell have properly attached structural sheathing and bottom chord (4" —� r BC DL 10.0 PSF DRW CAUSR561 14108456
shall have a properly attached rl gid cal l l mg. Locatl os sheen for permanent lateral rostral nt of webs / S,.t�1'O/ I '
shall have bract ng Installed per SCSI sect]arms B3, 87 or B10, as app!l Cable. /t U
ALPI NE ITV Bail Iding Components Group Inc. (IT69CG)shell not be respoenible for any deviation from this design, '\\m �' -, v %' BC LL 0.0 PSF CA-ENG TSB/CWC *
_ any failure to build the truss In conformance with ANSI 1, or for handl Ing, shipping. Installatl on&
bracing of trusses. Apply plates to each face of truss and position as Shawn above and an the Joint TOT. LD. 42.0 PSF HON— 387724
Dotal I s, unl ass noted otherwl se. Refer to drawl ngs 160A-2 for standard pl ate posi ti ons. A seal on this 4. #4.C.7m 10 �[5!
draI ng or cover page listing this drawing, indicates acceptance of professional engineering 41 V
aspens{0111 ty sal ely for the design shown. The sal tabl lIty and use of this des!gn for any structure Is Q DUR.FAC. 1. 15 FROM MC
ITW Building Components Group,Inc. the responsl IR l I ty of the Sul I di ng Desi goer per ANSI/TPI 1 Sec.2.u For more 1 nformati on see: Thi s I m•: rZiQ� ��p-"
Sacramento,CA 95828 general notes page: ITV_BCc: wwa.I twbcg. TPI: wane tpl nst.erg: 111 - www.shcl ndnstry. SPACING 24.0" JREF- 1 V5N561 Z16
ice: www.1"safe.erg 'EXP.12 31 15
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUPOITTED BY TRUSS MFR.
(141669-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - T03)
Top chord 2x4 DF-L #1&Bet. (g) (++) - This plate works for both joints covered. -
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard(g) (*0) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scal ed pl ate
plot detai I s for speci al posi ti oni ng requi rements.
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
140 mph wind, 22.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=4.2 psf, wi nd BC
Truss spaced at 24.0" OC desi gned to support 1-0-0 top chord outl ookers. DL=6.0 psf.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched. Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
See DWGS A14030ENC100212 & GBLLETINO212 for more requirements. (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be
equally spaced. Attach with (2) 8d Box or Gun nails
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load (0.113'x2.5",min.). Restraint material to be supplied and attached at
applied per IRC-12 section 301.5. both ends to a suitable support by erection contractor.
Deflection meets L/240 Iive and L/180 total load. Creep increase factor Truss designed for unbalanced snow Ioad based on Pg=30.00 psf,
for dead I oad i s 2.00. Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf.
(*) 2x4 DF-L #1&Bet. (g) 5X6-.
Provide lateral bracing for inset member. Attach nailer —
at edge of I ower roof diaphragm, or use purlins at 24" oc. -.•
3X4% 1 ° e
3X4 l (a)
� t 3X4
* ,,,,,4
►, 8-5-8
♦ ,I
6 r— Lt . (a) /. `' —16
t
0-4-0 0, 0-4-0
t III _ o- D 0 1 D 13 o a 1 s-o-o
T 12X14(++) s —/////////////////////////////////////// T
3X6(A1) = 3X4= 3X5- 3X4(*H009912 3X4(A1)
6-0I, 19-6-8 5"8 12-6-0 >I1_6-2I
8-4-15 J._ 7-10-1 _I_ 7-10-1 _I_ 8-4-15
6-10-2 -I-- 6-0-4 -1- 6-5-6 'I' 6-4-2 -I' 6-10-2 >I
I_ 16-3-0 ..1_3-0-12.j_. 13-2-4 -J
1 32-6-0 Over 3 Supports
R=1158 U=177 W=5.5" R=1659 U=205 W=5.5"
RL=228/-228 R=81 PLF U=16 PLF W=12-6-0
Note: Al I Plates Are 2X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=8%(0%)/4(1) 13.01.06. !
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(141669-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - T04)
Top chord 2x4 DF-L #1&Bet. (g) 140 mph wind, 22.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located -
Bot chord 2x4 DF-L #1&Bet. (g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wi nd BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd Ioads based on both MWFRS and C&C, reacti ons based on MWFRS.
Truss passed check for 20 psf additional bottom chord Iive I oad in
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive areas with 42"-high x 24"-wide clearance.
1 oad applied per IRC-12 section 301.5.
Deflection meets L/240 live and L/180 total Ioad. Creep increase
Truss designed for unbalanced snow Ioad based on Pg=30.00 psf, Ct=1.10, factor for dead Ioad is 2.00.
Ce=1.00, CAT II & Pf=23.10 psf.
5X6
1\1
3X4 1111111••;I:4
o /I\ 8-5-8
6 r— —1 6
0-4-0 0-4-0
1 /` Y In
,P44%44 41—
18-0-0
T / 2X4/// 3X4= 3X5= 3X4= 2X4\\\ T
4X6(A2) = 4X6(A2)
U_6-01 i1`6 0�
8-4-15 7-10-1 7-10-1 8-4-15
6-10-2 I 6-3-4 I_ 6-3-4 T' 6-3-4 6-10-2
16-3-0 16-3-0
l 32-6-0 Over 2 Supports >I
R=1552 U=248 W=5.5" R=1552 U=248 W=5.5"
RL=202/-202
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01.06.0-� t!.,—, QTY:5 OR/-/1/-/-/R/- Scale =.225"/Ft.
Trus-Way Inc 360-750-1470 "WARNING° READ AND FOLLOW ALL NOTES ON THIS SHEET! a,�G TC LL 25.0 PSF REF R561-- 57194
3901 NE 68th St.,Vancouver WA
"IMPORTANT.' FURS,SC THI s DESIGN To ALL CONTRACTORS INCLUDING I NSTALLERS. ;, +
Trusses require extreme care In fabricating, handl l ng, shipping, I notal II ng and bracing. Refer to end
r°nor the Telnet edition or BCsI (aammng campeeeet safety Inro mat on, by TPI and OTCA) for sarecy ��, 1 �'�' T-e,. TC DL 7.0 PSF DATE 04/18/14
practl ccs prior to performing these functions. Installers shat I provl de temporary bracing per SCSI.
Unless noted otherwise, top chord shall have properly attached structural sheathing and bettor chord i i t _ �� BC DL 10.0 PSF DRW CAUSR561 14108458
shell have a properly attached rigid culling. Loco cloos shorn for permanent let prat restraint of rebs / �zl .�-
shall have bract ng Installed per SCSI secti ens 83, B]Sr Ble, as applicable. I i
IA Building Campenents Group Inc. (IT'/BCG) Shall net be respalslbla for any deviation from this design, i\1 BC LL 0.0 PSF CA-ENG TSB/CWC
A
any failure to bei led,:
A the truss I n conformance wl to acceptance
t, or for handl i ng shl phi ng, install ati an i „ m:.„-F
bract ng of trusses. Apply pietas to each face of truss and post ti on as shown above and on the Joint j
DetaLI s, unl ass noted ocherwl se. Refer t°drawl cgs 160A-z for standard plate positions A seal on this 9 Et.Tt 1g�9 ldw/ TOT.LD. 42.0 PSF SEQN- 387719
drawlesng or i ty sr page I i stl,e thi desi drawing. i ndi Thesuieaten tab;
l i tyaand of pof thi i opal engi ar rl any � /�� .C.N�qQ DUR. FAC. 1. 15 FROM MC
ee rest 01 s i ty sot el y for the de sl gr shorn Tha s°I tab;I 1 ty and use of thl s door gn fon any structure I s
- ITW Building Components Group,Inc. ins rasponsl bl 11 ty ,of Ne BuI I dl ng Desi goer per ANSI RPI t sem.�. For mora 1 nferman on sea: This�eb�s
Sacramento,CA 95828 general notes page; I TW-BCG: wwm.I tebcg.cam; TPI- rim tpl nst.erg; WTCA: nee sbel ndustry.c°m; `---- --.`
IGD: woo."°'are.erg EXP.12-41-15 SPACI NG 24.0” JREF- 1V5N561_Z16
' THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY'TRUSS MFR.
(14160-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - T05)
Top chord 2x4 DF-L #1&Bet. (g) (++) - This plate works for both joints covered.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard(g) (**) 1 pl ate(s) requi re speci al positioning. Refer to scaled pl ate
pl of detai I s for specs al posi ti oni ng requi rements.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors.
140 mph wind, 22.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Wind loads based on both MWFRS and C&C, reactions based on MWFRS. DL=6.0 psf.
Truss spaced at 24.0" OC designed to support 1-0-0 top chord outlookers. See DWGS A14030ENC100212 & GBLLETINO212 for more requirements.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched. (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be
equally spaced. Attach with (2) 8d Box or Gun nails
Truss passed check for 20 psf additional bottom chord live load i n areas (0.113'x2.5",mi n.). Restraint materi al to be supplied and attached at
with 42"-high x 24"-wide clearance. both ends to a suitable support by erection contractor.
Deflection meets L/240 live and L/180 total Ioad. Creep increase factor • Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
for dead I oad i s 2.00. I oad applied per IRC-12 section 301.5.
(*) 2x4 DF-L #1&Bet. (g) 5X6 --
10X14(++)
Prove de lateral brace ng for inset member. Attach nailer ;; 3X4 '-
at edge of I ower roof di aphragm, or use purlins at 24" oc.
O
6 I— ' O#�`• —1 6
3X4% ..* (*) 3X4'. --
3X40
' a 3X4-2-
:
( ) 8-5-8op.,• (*) 3X4%
3X4
��; 3X4
U I . W . . *� 18-0-0
%
T ///////////A 3X43X4= 3X5= 3X4= 3X4= T
4X6(A2) = 10X14(**) 4X6(A2)
1Ii 6-01 H0912(++) III 1��
8-4-15 7-10-1 7-10-1 ,I_ 4-11-3 3-5-12
6-10-2 .I_ 6-3-4 ,I, 6-3-4 I- 6-5-2 I_ 6-8-4
I_ 3-3-4 _I_ 12-11-12 00(4..133 17-2-1 L6-J
1 32-6-0 Over
l.112LSupports
R=388 PLF U=71 PLF W=4-5-8 R=1457 U=268 W=5.5"
RL=51/-51 PLF
Note: Al I Plates Are 2X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=8%(0%)/4(1) 13.01.06.0?-..:y CI. QTY: 1 OR/-/1/-/-/R/- Scale =.225"/Ft.
Trus-Way,Inc 360-750-1470 "WARN!NG" READ AND Coad ALL NOTES on TRIS SHEET! .�Q,� F TC LL 25.0 PSF REF R561-- 57195
3901 NE 68th St.,Vancouver WA _.IgptRtTANT.. FURNISH THIS RESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. \� .
IowTrusses require extremediicare (Bail ding Cp ll etypI ng. ItIen,liyg WI ndaRefertoand44 F' 14659 �, TC DL 7.0 PSF DATE 04/18/14
fol l ow the I ateat ern n on of BCSI Bal l al n Component sara< I nrormatl an, by aro WTCA) for ret
practices prior to porforml ng those runt!ons. Instal I ors shall provide temporary bracing per BCSI. �'-,. ,
Unless noted otherwlse. top chord shall have properly attached structural ahoethino and bottom chord BC DL 10.0 PSF DRW CAUSR561 14108459
shall have a properly attached rigid calling. Lacatlons shown for permanent lateral restraint of webs i l' 1':/9 ,-
shed I have bracing Installed per(SCSI settlors 83, 87 or 810, as appllcabin. 'I. I —'`— BC LL 0.0 PSF CA-ENG TSB/CWC
ALPI NEvim .1111 Bal l di ng Components Group Inc. (ITN1CG)shall not be responsible far any devi as on fray this design, 1
mar any fel I uro to bel 1 d the truss I n conformance with ANSI/TPI 1, or for handl l ng, shi ppi ng, I nstal l ati on 6 .r-a
bract of trusses. I later to each race of truss andas ,"—
y pmaytand plate°°°� on'hont 9 wfC 7 t9�`' �: TOT.LD. 42.0 PSF SEAN— 387844
Dotal ls, unless noted therw:se. Refer to drawings 160A-Z for standard plate poll ti ons. A sealthis
drawl ng or cover page listing rhos drawing, Indicates acceptance of professional engl nearing \ P"./
�l1 _
' ITW BuildingComponents Group,Inc. response hi e t ty dal of y for tna design shown The suitability and use or thl s doss on,for any structure 1 s \ .T/,��I .at_-% ' DUN. FAC. 1. 15 FROM MC
p0 up the response of I I ty of the dui I di ng Designer per ANSI/TPI t Sec.z For yore Informaion sea; This jobs
Sacramento,CA 95828 general notes page. I tB w.-BCG: ww.I twbcg.<om; TPI: www.tpi mt.erg; WTCA: www.sbcl ndustry.can: _ SPACI I NG 24.0" J RE F— 1 V5N561 Z 16
I cc: wne.l ccsere.ori EXP.17-31-15 —
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(141669-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - T06)
Top chord 2x4 DF-L #1&Bet. (g) 140 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ,
Bot chord 2x4 DF-L #1&Bet. (g) anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=4.2 psf, wi nd BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads based on both MWFRS and C&C, reacti ons based on MWFRS.
Truss passed check for 20 psf additional bottom chord Iive I oad in
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive areas with 42"-high x 24"-wide cl earance.
I oad applied per IRC-12 section 301.5.
Deflection meets L/240 Iive and L/180 total load. Creep increase
Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10, factor for dead load is 2.00.
Ce=1.00, CAT II & Pf=23.10 psf.
4X6=
iii
2X4 2X4 iii
7-5-8
6 t- —7 6
0-4-0 0-4-0
1
s om 8-0-0
A2) _• 3X4= H0308= 3X4=--- \
4X6(A2) --
U-6-01 L'-6-°J12,=15.:12.1
Fc 7-4-19-8-5b-10-1 6-10-1
18-9-11 _I 7-4-15
L 14-3-0 14-3-0 J
l< 28-6-0 Over 2 Supports
R=1400 U=231 W=5.5" R=1401 U=231 W=5.5"
RL=178/-178
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=B%(0%)/4(1) 13.01.06.0; it: QTY: 10 OR/-/1/-/-/R/- Scale =.25"/Ft.
Trus-Way,Inc 360-750-1470 ••WARNING•• REM AND FOLLOW ALL NOTES ON T!IS SHEET! , 'tii` • :�RF TC LL 25.0 PSF REF R561-- 57196
3901 NE 68th St.,Vancouver WA I IrpoRTANr'' RAM SH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
Trus regal re extrema care In fabricating, handling, shlppirm. Instars Ing and bracing. Refer to and TC DL 7.0 PSF DATE 04/18/14
foe l ow the latest edl t on of BCSI (Bu1 I dl ng n. I Component Safety I nformatl on, by TPI and RCA) for safety �(//a • 14659 9
;recti ccs prl or to perforni ng these functions. Instal lays shall prowl de temporary bract ng por BCSI. r-
Unless noted mnerwise. top Chord Shan have properly attached str„et:,ral sheathing and bottom clord i�' BC DL 10.0 PSF DRW CAUSR561 14108460
shall have a properly attached rigid calling. Locate ens shown for persanent lateral restral nt of Webs 7/; 1. 18i) ..
shad I have bract ng I nstat 1 ed per SCSI sect I ohs B3, 87 or 810, as appl I cabl e.
ALPI NE IT►Bunll dl Components Group Inc. (MI:BCC)shanot be responsible for any deviation from thin design. \ BC LL 0.0 PSF CA-ENG TSB/CWC
*
— any Tal:urn to build the truss I n conformance WI th ANSI/Tpl 1, or for handl I ng. she ppl ng. I nstan all dos \ n'! •I N
bracing of trusses. Apwy plates to each taco of truss and posltlon as shown above and on the Joint \,. Vi
— % fir/ TOT. LD. 42.0 PSF SEQN- 387712
dDotalrawl s, unlass noted otherwl e. Refer to drawl rigs 1601-z for standard plate posetlens. A seal on this . ,'ft yt '-- QCy
drawl ng or cover page Il std ng this drawl ng, 1 Ml cases acceptance of professionalhave proper! _-
responsi bt a ty sa 0,2;for Brio dent gn shown. The Sul tab:1 I ty and use of LhI s deal gilt=env St15Cturo l s 'ase Q OUR. FAC. 1. 15 FROM MC
ITW Building Components Group,Inc. trio response bI!I ty tna Bill I dl ng Doll gnor per ANSI/TPl 1 and.
z. For more i nro maSao: rm s I ob s .,./iiii W.�N�. /
Sacramento,CA 95828 general notes page; ITW-BCG/ www.Itotng.cote TPI: owe.tpinot.ore, MA: wow sbcindastry.c®; SPACI NG 24.0" JREF- 1V5N561 Z16
ICC: wwW.lccsafe.org FXP 12-q1-15
t
• ' THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUIIMITTED BY IRUSS MFR.
(141659-PARR LUMBER WEST LINN VENTURA ESTATES LOT 12 -- VENTURA ESTATES LOT 12 T - 1-07) _
Top chord 2x4 DF-L #1&Bet. (g) 140 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located •
Bot chord 2x4 DF-L #1&Bet. (g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Truss spaced at 24.0" OC designed to support 1-0-0 top chord
See DWGS A14030ENC100212 & GBLLETIN0212 for more requirements. outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must
not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10,
Ce=1.00, CAT II & Pf=23.10 psf.
3X5=
di
6 6
C
7-5-8
1 11.
.
0-4-0 0-4-0
El -0 0- I} 8 a 13 a 13 I} 13 {} G 0- 18-0-0
T /////////////////////////////////////////////////////////////// ///////////////////////////// /
3X4(A1) 3X5=
= 3X4(A1)
I, 14-3-0 J- 14-3-0 `I
I-c 28-6-0 Over 2 Supports >1
R=115 PLF U=15 PLF W=15-3-0 R=112 PLF U=24 PLF W=13-3-0
RL=13/-13 PLF
Note: Al I PI ates Are 2X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007O� (STD)
PIT TYP. Wave FT/RT=WARNING• READ AND FOLLOW ALL ON TNI 8%(0%)/4(1) 13.01.06. !.N 1C of 'TY: 1 OR/-/1/-/-/R/- Scale =.25"/Ft.
Trus-Way3901 E 68Th St.,Inc 360-750-1470
anco ver WA � TC LL 25.0 PSF REF R561-- 57197
"IMPORTANT" F—W R THIS DESIRE TO ALL CONTRACTORS NOTES IESLNI NG INSTALLERS. �'_- �1
Trusses regal re extreme care I n fabri call ng, handling, shi ppi ng. Install 1 ng and brats ng. Refer to and
pract l cesfol I ow eprl orrst to perfn of
ngethese font!ons.idi ng Instal Safetyt r,seal l information,
provl de temporary bracing per) for Csafety �'.., 14659 9 �. TC/�� DL 7.0 PSF DATE 04/18/14
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom mora - --�' BC DL 10.0 PSF DRW CAUSR561 14108461
shall have a proper,y attached rl gl d cal 1 I ng. Locatl ons sheen tar permanent 1 afetal te=tral nt of webs I.11-8- 1
shall have bract ng I ntstal l ed per SCSI sects ons 83, 87 or 810, as appl l cab!e I Now -
ALPI NE ITS Building Components Group Inc. (ITSBCG)shall not be responsible for any deviation from this design, ' 1 y 1.:�N
RBC LL 0.0 PSF CA-ENG TSB/CWC
any failure to build the truss 1 n conformance with ANSI PI 1. or for handl i ng, shi ppi ng. I nstal l ati on b ..
bracing of trusses. Apply plates to each face of truss and position as shown above and on the.Idnt `', -.e 7t, $9 �t�,.v' TOT. LD. 42.0 PSF SEON- 387777
Dotal 1 s, unl ass noted otherwl se. Refer to draws ngs 160A-Z for standard pl ata post ti ons. A seal on this9 V
drawl ng or cover page 1l sti ng this drawing, fedi cotes acceptance of profe=ss anal engineering - FROM MC
[TW BuildingComponents Group,IHC. u=pon=!bi I:ty ad d r ro tea ea:!gn=Hawn. Tha aai tab!1!ty and age or tris as:1 gn for any at eetare 1 s Sr/4N W.C�----- DUR. FAC. 1. 15
pthe sl bl I i ty of the Bus I di ng Desi goner per ANSI tab: 1 Sec.2. For more Information see: Till s j ob's YYr
Sacramento,CA 95828 general setas VIMpM
etas page; ITS-BCG: w.Icg.con: TPI: wtw.tpinst.erg: STCA. wee sbcindustry.coo, SPACI NG 24.0" JREF- 1V5N561 Z16
cc: awe.I ccsafe.erg EXP.12-31-15 —