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Bot chord 2x4 HF #2
Webs 2x4 HF Stud
RII plates are 2X4 except os noted.
See DWG GBLLETIN0207 for more requirements.
Truss design per IRC sect. R802.10.2, lO.OD psF non-concurrent bottom chord live
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load nPPlied Per RNSI/TPI 1.
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roof, CRT If, EXP C, wind TC OL-3.5 Psf, wind BC DL-5.0 Psf.
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Job~(TRU1115U WRLKIN True Hones / 8 8'8" Sci GE
THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PRDGRAM FROM TRUSS MFR'S LRYOUT
Top chord 2x4 HF #2
Bot chord 2x4 HF #2
Webs 2x4 HF Stud
All plates are 2X4 except as noted.
See DWG GBLLETIN0207 for more requirements.
Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord Ilve
load applied per RNSI/TPI 1.
Truss designed for unbalanced snow load, bosed on PP=Pg=25.00 psf.
85 mph wind 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg Located anywhere In
roof, CAT If, EXP C, wind TC DL°3.5 psf, wind BC DL~S.(5 psf.
W1nd reoctions based on MWRRS pressures.
Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers.
Clodding load shall not exceed 3.00 PSF. Top chord must not be out ar notched.
Bottom chord checked for additional 20-psf Ilve load In areas w rf h 42"-high x
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Bot chord 2x4 HF #2
Webs 2x4 HF Stud
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24"-wide clearance.
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2750 Ho um Bo Rd, N.E.
9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FRBRICRTING
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W1nd reoctions based on MWFRS pressures.
Truss design Per IRC sect. RS02.10.2. 10.00 psf non-concurrent bottom chord live
load applied Per ANSI/TPI 1.
Truss designed far unbalanced snow load, based on Pf=Pg=25.00 psf.
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THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 HF #2
Bot chord 2x4 HF #2
Webs 2x4 HF Stud
RII plates ore 2X4 except as noted.
See DWG GBLLETIN0207 For more requirements.
Truss design per IRC sect. R802.10.2. 1D.00 psf non-concurrent bottom chord live
load applied per RN6I/TPI 1.
Truss designed for unbalanced snow load, based an PF=Pg=25.00 psf.
85 mph wind 15.00 ft meon hgt, RSCE 7-05, CLOSED bldg Locoted onywhere in
roof, CRT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.b psf.
Wind reactions based on MWFRS pressures.
Truss spaced at 24.0" OC desiggned to support 1-6-0 top chord outlookers.
Cladding load shall not excee7 3.00 PSF. Top chord must not be cut ar notched.
Bottom chord checked for additional 20-psf live load In areas with 42"-high x
24"-wide clearanoe.
Deflecticn meets L/240 live and L/180 tatol lood.
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**WRRNING** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING
REFER TO HIB-91 (HANDLING INSTALLING RNORACING) •SUBLISHEO ~Y TPI (TRUSS
RND BRACING T C LL 2 5 .O p s F R E F
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537191 FOA SAFETY PRACTICES
WI
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83 O'ONOFRIO DR
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NDS
pR0~I8I0NSSOF 42 0 F 110800
PAPER ASSOCIATIONI RNO TPI. REPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GRLV. STEE TOT. LD. .
s 0/A LE N.
(360) 491-8024 EXCEPT R5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0
INDICATE
~ l 15 JOB #~ TRU1115L
RL ON THIS DRAWING
THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S
SS COMPONENT DUR.FAC. .
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU
FOR ANY PARTICULAR BUILDING 4 0" GABL
Fax (360) 491-8028 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT
._ _.._ ..~,....,. ~......~ .... ..r +iir n~iri nr.in nrrrrurn o[D oAlcT /TAT 1_IOOS CCf TTfTAI ~ SPACING .
2 TYPE
PDF created with pdfFactory Pro trial version www.pdffactory.com
11•e"
f----t~s• 11•e•
Job~(TRU1115~) WRLKIN True Homes / C1 11'8" Com
Top chord 2x4 HF #2
Bot chord 2x4 HF #2
Webs 2x4 HF Stud
Bottom chord checked for ndditlonol 20-psf Ilve lood In oreos with 42"-high x
24"-wide clearance.
Deflection meets L/240 Ilve and L/180 total load.
THIS DWG. PREPARED BY THE ALPINE JDB DESIGNER PROGRAM FROM TRUSS MFR'S LRYDUT
85 mph wind, 15.00 ft meon hgt, RSCE 7-05, CLOSED bldg, Located anywhere in
roof, CRT II, EXP C, wind TC DL-3.5 psf~ wind BC DL~5.0 psf.
Wind reactions based on MWFRS pressures.
Truss design per IRC sect. R80Z 10.2. 10.00 psF non-concurrent bottom chord live
load applied per RNSI/TPI 1.
Truss designed for unbalanced snow load, bosed on Pf=Pg=25,00 psf.
5'10" 5'10"
m
m
M
T
4'3
1
1 g 11'B" Rv=491# U=
Rv 613# U=63# RL=70# W=5"B
LEFT RAKE = 1'8"2
DESC. = C1 11'8" Com
25]/10( cG1TY= 2 TOTAL= 2
00(1
PET. TYP.-WRVE .
DESIGN CRIT=IRC2D06 C /RT=1.
ME CARE IN FABRICRTING HRNDLING SHIPPING INSTRLLING
**WARNINGx* TRUSSES REQUIRE EXTRE
REFER TO HIB-91 [HRNDLING INSTRLLING RNO (3RRCING) ~UBLISHED ~Y TPI (TRUSS
RND BRACING
FETY PRACTICES
1
.
9) FOR SR
PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MROISON, WI. 537
UNLESS bTHERWISE INDICRTEO TOP CHORD SHRLL HAVE
ON
T r U S S I n C
T .
PRIOR TO PERFORMING THESE FUNCTI
LTHEVINSTRL~RTION CONRRRC~ORIGII
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**IMPORTANT**
CE~LING
SHRLL NOT BE RESPDNSIBLE FOR ANY DEVIRTION FROM THIS
2750 Hogum Bay Rd, N.E. ALPINE ENGINEERED PRODUCTS, INC.
DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FRBRICATING
DESIGN CONFORMS WITH API~LICRBLE
WR 98516-3123 HRNDLING, SHIPPING, INSTRLLING RND BRACING OF TRUS5ES.
F NDS [NRTIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICAN FOREST AND
Laoey, PR04ISIONS O
PAPER RSSOCIRTION) RND TPI. REPINE CONNECTORS RRE MROE OF 20GA RSTM R653 GR40 GRLV. STEE
L
H
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N
N
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OE5IGN
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UILDING
R flN
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Fax ~ (360) 491-8028 SECTION 2
1995
D~STG~ o mnrjcraTETTYIOFBTHETBUILDINGEDESIGNER CPEROANSI/TP
N
-i
-~
m
W=5 "e
REV. 7.40.1001.10 SEO =
SCREE 153336
=0.6222
TC LL 25.OP5F REF
TC DL 7.OPsf DRTE 11-20-2007
BC DL lO.OPsf DRWG
BC LL O.OPsF KEC
TOT. LD. 4 2.0 Sf 0/R LEN. 110800
DUR.FRC. 1.15 JOB #~ TRU1115L
SPACING 24.0" TYPE COMN
PDF created with pdfFactory Pro trial version www.pdffactory.com
11'e"
Job~(TRU1115U WRLKIN True Homes / D 6' Jack Gir
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S IRYf11JT
Top chord 2x4 HF #2
Bot chord 2x6 SPF 1650(-1.5E
Webs 2x4 HF Stud
SPECIAL LOBOS
--(LUMBER DUR.FRC.-1.15 / PLATE DUR.FRC.-1.151
TC -From 66 PLF at 0.00 to 66 PLF at 6.00
BC -From 20 PLF at 0.00 to 20 PLF at 6.00
BC - 909 LB Conc. Load at 1.40, 3.40, 5.40
Wind reaotions based on h1WFRS pressures.
m
7
C7
5X5
T
4'3
1
Rv-1451# U-143# W-5"B
Rv-1790# U-176# (J)
Girder is (1) 1.50x 3.50 SP So11dSaWn
m m
< <
7 7
rl [h
DESC. = D 6' Jack Gir SEO = 153347
PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=l.oo(1.25)/l0( ~1TY= 1 TOTAL= 1 REV. 7.40.1001.10 SCALE =0.8183
t*WRRNING+* TRU5SES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING
~
~
~
T C L L 2 5
O
5 f R
E F
RRCING)
UBLISHED
Y TPI (TRUSS
AND BRACING. REFER TO HIB-91 [HANDLING INSTALLING RND .
P
PLATE INSTITUTE, 563 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES
b
N
7
O
f
T
I
T THERWISE INDICATED TOP CHORD SHALL NAVE
. UNLESS
PRIOR TO PERFORMING THESE FUNCTIO
~ .
Ps
TC DL DATE 11-20-2007
(l C
r U S 5
f U PROPERLY ATTACHED RIGI
PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE
CEILING. ~~IMPORTRNT+~ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRDM THIS
INC
REPINE ENGINEERED PRODUCTS B C D L 1 ~• ~ s f
P D R WG
2750 Ho um Bo Rd. N.E.
9 y .
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DESIGN
CON ORMS
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TRUSSES
INSTRLLING
RND
SHIPPING
HRNDLING .
Laoey, WA 96516-3123 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
4 2
O
f 0
6
PAPER RSSOCIRTION) RNO TPI. REPINE CONNECTORS RRE MROE OF 20GR ASTM A653 GR40 GRLV. STEE .
s
TOT. L D. / R LEN.
(3 6 O) 4 9 1 -8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTOR5 TO EACH FACE OF TRU55 RNO UNLESS OTHERWISE LOCATED 0
THE S~RL ON THIS DRAWING INDICATE
INGS 160 R
2
R DRA
1
15
JOB #: TRU1
-
.
W
THIS DESIGN POSITION CONNECTORS PE
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CDMPONENT .
DUR.FRC. 115L
Fax (360) 491-8028 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPDNENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE CAJACE
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
85 mph wend 15.00 ft mean hgt, RSCE 7-05, CLOSED bldg Located onywhere In
roof, CRT If, EXP C, wind TC DL-3.5 psf, wind BC DL65.b psf.
Right end verticol nat exposed to wind pressure.
Bottom chord checked for additional 20-psF live load in areas wlth 42"-high x
24"-wide olearanoe.
Truss design per IBC sect. R602.10.2. 10.00 psf non concurrent bottom chord live
load applied per ANSI/TPI 1.
Oeflecticn meets L/240 live and L/180 total load.
PDF created with pdfFactory Pro trial version www.pdffactory.com
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Job:(TRU1115U WRLKIN True Homes / E 43'8" Hl
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRDGRAM FROM TRDSS MFR'S lavnur
Top chord 2x4 HF #2 :T2, T3 2x6 SPF 165Df-1.5E:
Bot chord 2x8 SPF 1950f-1.7E
Webs 2x4 HF Stud :W8 2x4 HF Stondard:
2 Co(>1p I ete Trusses Required
SPECIAL LORDS Nalling Schedule: (12d~ox_or_Gun_f0.128"x3.25",~in.]_nails)
"
---- --(LUMBER DU FAC
-1
15 /
R PLAT E DU R.FRC.°1.15) Top Chord: 1 Row ®12.00
o.c.
TC - From 66 .
PLF .
at .
-1.50 to 66 PLF of 6.00 Bot Chord- 1 Row ®12.00" o.c.
"
TC - From 66 PLF at 6
00 to 66 PLF of 6.43 Webs 1 Row ® 4
o.c.
TC - From 95 PLF at .
43
6 to 128 PLF of 8.43 Use equal spncing between rows and stagger Halls
TC - From 128 PLF at .
8.43 to 128 PLF of 24.00 In each row to avoid splitting.
TC - From 128
1 PLF at 24.00 to 128 PLF of 35.24 85 m h wind 15.00 ft mean hggt ASCE 7-05 CLOSED bldg, not located within 6.50
P
~
~
TC -From 66 PLF at 37.24 to 66 PLF of 37.67 ft f
om roof edge, CAT II, EXP
C, wind TC
DL=3.5 psf, wind BC DL=5.0 Psf.
TC -
BC - From
From 66
4 PLF
PLF at
at 37.67
-1.50 to
to 66
4 PLF
PLF of
of 45,17
0.00 Wind reoctions based on MWFRS ressures.
P
AC -
BC - From
From 41
41 PLF
PLF at
at 0.00
6.43 to
to 41
41 PLF
PLF of
of 6.43
14.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
BC -
From
41
PLF
at
14.OD
to
41
PLF
at
29.67 CHORD SPACING (IN OC) STRRT(FT) ENO(FT)
BC -
From
41
PLF
at
29.67
to
41
PLF
at
37.24 TC 26 6.00 37.67
BC -
BC - From
From 41
4 PLF
PLF of
of 37.24
43.67 to
to 41
4 PLF
PLF of
at 43.67
45.17 Calculated vertical deflection is 0.86" due to live load and 0.62" due to deod
TC -
391
LB Conc.
Load at
6.43,
37.24 load at X - 22-3-4.
AC - 1795 LB Conc. Load at 2 2.27 ~~t Californio hip girder load cose modified ~~
Bearingg blocks: Nall type: 12d.~ox_or_Gun_(0.128"x3.25",_r,l n.] sails
BRG X-LOC #BLOCIS5 LENGTH/BLfS #NRILS/BLK WALL PLATE
1 0.000' 1 12" 4 Rigid Surface
Bearin blook to be sane size and speoles as bottom chard.
Refer ~o drawing CNBRGBLK0207 for additional InFormatlon.
(R) Continuous lateral bracing equally spaced on member.
+ 036BSRCFH +
Bottom chord checked for ndditlonol 20-RsF live load fn areas with 42"-high x
24"-wide clearance.
Deflection meets L/240 live and L/160 total load.
#1 hip supports 6-5-2 jocks with no webs. Corner sets are conventionally Framed.
Building designer is responsible for conventional framing.
-38A
6X6 -3g~
h---6'S"2 ~t~ 30'9"11 6'S"2-~I
4X12 T3
12 F~-6' -i- 6' --I
6 ~ 6X12 XB T2 DT -1"5 6X12
3'4"3 4X4(CBJ W6 4X4(C6)
J 4X12 (C6) 4X12 (CQh•is
1 P3 XB 6X6 6 2X X X 8 1
5X5
I- 43'9"
Ilrl- 43'8"
22'3"4
Rv-4617# U-453# RL-66# W-3"8
-i~sa
H0612
Rv-4654# U-457# W-5"B
LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2
DESC. = E 43'6" H1 SEO = 153472
PET. TYP. -WAVE DESIGN GRIT=IRCZOOS c /Rr=l.oo(1.z5)/lo( cQTY= 1 PLIES= 2 TOTAL= 2 REV. 7. 40.1 00 1.10 SCALE =0.1053
*+WARNING~* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING
~
~
~
TC
2 5
O
f
RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO
RRCING)
UBLISHED
Y TPI (TRUSS
'
1 LL . P s RE F
ONOFRID OR. SUITE 200 MADISON, WI. 537
9) FOR SAFETY PRACTICES
PLATE INSTITUTE, 593 D
N
b
7
0
f
T r U T r U 5 S I n C PRIOR TO PERFORMING THESE FUNCTIO
. UNLESS
THERWISE INDICATED TOP CHDAD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI TC DL . s
P D ATE 11-20-2007
CEILING, •*IMPORTANT~~ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS BC DL 1 ~ • ~ s
P ~ DR W G
2750 Ho um Ba Rd, N.E.
9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFDRMANCE WITH TPI: OR FABRICATING
~
BC L L O O S F KEC
WR 96516-3123
Laoe HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH RP
LICRBLE . P
,
y PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND
PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GRLV. STEE TOT. LD. 42 .0 s F 0/A LEN. 430800
(3 6 O) 4 9 1 - 8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0
CATE
E
A
~
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PROFESSIONRL
ENG
NEER
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RESPONSIB
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TRUSS
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ACCEPTRNCE
bF .
.
Fax (360).491-8028 N BUILDING
I IN
DSS
YI
BTHET
I
GE
C
ECTI
R SPACING 24.0 " TYPE HIPS
THE RESPONSIBILIT
OF
BU
LOIN
DE6IGNER
PER ANSI/TP
1995
S
O
m
21'4"12 ~
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job~(TRU1115U WRLKIN True Homes / E1 43'8" H2
T4JTC nLIC PDCD~DCn Ov rur ni nr~ir
Top chord 2x4 HF #2 :T2, T3 2x6 SPF 1650f-1.5E:
Bot chord 2x4 HF 1650f-1.5E
Webs 2x4 HF Stud :W3, W9 2x4 HF Standard
:Lt Wedge 2x4 HF Stud::Rt Wedge 2x4 HF Stud:
(~~) Connection sized Far Turbo-Web rounded end. See drawing 160TW.
(R) Continuous lateral bracing e9ually spaced on member.
Truss design per IRC sect. R802.10.2. lO.OD psf non-concurrent bottom chord Ilve
load applied per RNSI/TPI 1.
Calculated vertical deflection is 0.63" due to live load and 0.44" dve to dead
load at X = 21-10-0.
In lieu of structural panels use purlins to brace all flat TC ® 42" OC.
- - - - ~ nu~i~rni r-nuu IttuDJ nYli 5 LFIYUUI
85 mph wind1, 15.00 ft mean hggt, RSCE 7-02, CLOSED bldg, not located wlthln 6.50
ft from rook edge, CRT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 Psf.
Wind reoctlons based on MWFRS pressures.
Calculated horizontal deflection is 0.18" due to live load and 0.12" due to dead
land.
Bottom chord checked for addltfonal 20-psf Ilve load In areas with 42"-high x
24"-wide clearance.
Deflection meets L/240 live and L/180 total load.
Truss designed for unbalanced snow load using D.00/1.00 windward/leeward
Factors, based on Pf=25.00 psf.
7'11"li 7 27'8" .~. 7'Il°II -
c
~ N
7 r"
4 ) ~
4,~
1 °
I 43'8"
~m
Rv=1975# U=180# +RL=101# W=5"8 43'8"
--~~
Rv=1975# U=180# "~W=S"9
LEFT RAKE = 1'8"2
RIGH T RAKE = 1'8"2
DESC
= E1 43'8" H2
.
PET. TYP. -WRVE
DESIGN GRIT=IRC Cq/RT=1.00(1.25)/ 5( O) QTY= 1 TOTRL= 1
REV. 7.
35.03
1
6.17 SEO =
SCALE 204714
=0.1755
**WRRNING** TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HRNDLING SHIPPING INSTALLING
AND BRACI
~
NG. REFER TO HIB-91 (HANDLING INSTALLING AND RACING)
UBLISHED ~Y TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON
WI
53719) FOR SRFETY PRRCTICES TC L L 2 5. O P s F REF
,
.
PRIOR TO PERFORMING THESE FUNCTION
UNLESS bTHERWISE INOICRTEO TOP CHORD SHALL
T f`L)T F'U 5 S I n C .
HAVE
PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHRLL HRVE ~ PROPERLY ATTRCHED RIGI TC DL 7. 0 sf
P DRTE 11-20-2007
CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR.
BC D
1 O
O
F
2750 Ho um Ba Rd. N.E.
9 y ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN
N L . P s DR W G
: A
Y FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICRTING
HRNDLING
SHIPPING
INSTALLING AND BRRCING OF TRUSSES
P
O
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f
Laoe , WR 98516-3123
y ,
,
. DESIGN CONFORMS WITH AP
LICABLE
S
(
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D
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R
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PAPER
ASSDC~RTION)
RNO
TPIL REPINE CONNECTORS
ARE
MROE
OF
20GR
RSTM
R653
GR40
GALVp
STEE TOT
LD 42 0 sf 430800
0/R LEN
(3 6 0) 4 9 1 - 8 0 2 4 EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 .
. . .
THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z
THE S~RL ON THIS ORRWING INDICRTE
.
ACCEPTANCE ISF PROFESSIONAL ENGINEERING RESPONSI DUR
FRC 1 . 1 5 JOB #~ TRU1115L
F
(360) 491-802 BILITY SOLELY FOR THE TRUSS COMPONENT .
.
ax
8 2UILOING
I IN
DSSTHE RESPONSIBILITYIOFBTHETBUILOINGEDESIGNER CPER
R
I SPACING 24 0 " CHIP
ANSI/TP
1995
SECT
ON . TYPE
PDF created with pdfFactory Pro trial version www.pdffactory.com
Inh: (TRI11 1151 l WRI_KIN True Homes / E2 43'8" H3
THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Tap chord 2x4 HF #2 :T2, T3 2x4 HF 1650E-1.5E:
Bot chord 2x4 HF 1650E-1.5E
Webs 2x4 HF Stud :W4, W6, W8, W10 2x4 HF Standard:
:Lt Wedge 2x6 SPF 1650F-1.SE::Rt Wedge 2x6 SPF 1650E-1.5E:
(~~) Connection sized far Turbo-Web rounded end, See drawing 160TW.
(RJ Continuous lateral bracing e9ually spaced on member.
Bottom chord checked Par additional 20-psF live load in areas with 42"-high x
24"-wide clearance.
DeFlection meets L/240 live and L/180 total load.
in~
m
c
7
1
9~3
4;
i
O
(D
~~-- 43'8"
Rv=2011# U=1B9tI' RL=126# W=5"B 43 8" Rv=2011# U=18 # ~~W=S"8
LEFT RAKE = 1'8"2
RIGHT RAKE = 1'8"2
DESC. = E2 43'8"
PLT . TYP . -WAVE H3
DESIGN GRIT=IRC2006 C /RT=1.OD (1.25) /!0 ( ~1TY= 1 TOTAL= 1
REV . 7.
40.10
01.10 SEO =
SCREE 153431
=0.1755
*^WRRNING#~ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING
RNO BRACING. REFER TO HIB-91 (HANDLING INSTRLLING AND ~RRCING) fSUBLISHED ~Y TPI (TRUSS
T C LL
2 5.
O P s
f R
E F
PLATE INSTITUTE, 593 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTION, UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE
~
TC DL
7.
OPs
~
DATE
11-20-2007
Tf U Tf'U 5 S If~1C PROPERLY ATTACHED RIGI
PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE
CEILING. +~*IMPORTRNT+~* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
INC
DUCTS
BC D L
1 Q.
0 s
P
f
D R W G
2750 Ho um Bo Rd, N.E.
g y .
,
ALPINE ENGINEERED PRO
DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING
BLE
G
O
I
TL
U
E
I
P
G
S
BC L L Q , Qty 5
I~- ~ K EC
Laoey, WR 98516-3123 FORES
AND
PUBLISHED
BY
THE
AMERICRN
DESIGN SPECIFICRTION
(NRTIONPL
OF
NOS
pR0~I5I0N5
PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR ASTM R653 GR40 GALV. STEE TOT. LD. 42. 0 s F 0/R LEN. 430800
(3 60) 4 9 1 - 8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0
THIS DESIGN POSITION CONNECTORS PER DRAWINGS 150 A-Z. THE SAL ON THIS DRAWING INDICATE
EERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
b
DUR.FRC.
I . 1
5
JOB #~
TRU1115L
Fax (360) 491-8028 F PROFESSIONAL ENGIN
ACCEPTANCE
DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. SPACING 24. 0" TYPE HIPS
85 mph wind, 15.00 Ft mean hgt, RSCE 7-05, CLOSED bld9i not located within 6.50
Ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psF, wind BC OL-5.0 psF.
Wind reactions based on MWFRS pressures.
Calculated horizontal deflection is 0. U" due to live load and D.11" due to dead
load.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPRCING(IN OC) 5TRRT(FT) END(FTI
TC 26 10.00 33.67
Truss design per IRC sect. R802.10.2. 10.00 psF non-concurrent bottom chord live
load applied per RNSI/TPI 1.
_~~,pXB T3 ,~ 1D' =i
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job~(TRU1115U WRLKIN True Homes / E3 43'8" H4
Top chord 2x4 HF #2 :T2 2x4 HF 1650f-1.5E:
Bot chord 2x4 HF 1650f-1.5E
Webs 2x4 HF Stud ~W4, W6, Wg 2x4 HF Stondard~
:Lt Wedge 2x4 HF Stud~:Rt Wedge 2x4 HF Stud:
(+~~) Connection sized for Turbo-Web rounded end. See drowing 160TW.
Bottom chord checked for addltlanol 20-psf live load in oreas with 42"-high x
24"-wide clearance.
Truss design Per IRC sect. R902.10.2. 10.00 psf non-concurrent bottom chord I
load applied per ANSI/TPI 1.
THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
85 mph wlnd~ 15.00 ft mean hqt, ASCE 7-05, CLOSED bldg, not locoted within 6.50
ft from rocP edge, CRT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf.
Wind reactions based on MWFRS pressures.
(A) Continuous loteral brocing equally spaced on member.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING (IN OC) STRRT(FT) END(FT)
TC 26 12.00 31.67
ive
Deflection meets L/240 live and L/180 total load.
F b I d snow lood based on Pf=Pg=25,00 psf.
Truss designed ar un a once I
Iq'R- 12
m
e
7
(D
4~
4'.
LEFT RAKE = 1'8"2
Rv-2108# U-187# RL=145# W-5"8
DESC. = E3 43'8" H4 pESIGN CRIT=IRC2006 C /RT=1.OD(1.25)/1D( ~1TY= 1 TOTAL= 1
PET. TYP.-WAVE
+*WARNING+~f TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING 5HIPPING INSTALLING
AND BRACING. REFER TO HIB-91 [HANDLING INSTALLING AND ~RRCING) ~UBLISHED ~Y TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 5379) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE
Tf U Tf'U 5 S I n C CE~LINGY AT*~IMPORTRNT*+~UFURNISHERSCOP~ O~TTHISCDES~GNHTOLTHEVINSTRR~ATION CONATRRCTORIGII
2750 Ho9um Bay Rd. N.E. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING
Laney, WA 98516-3123 HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP~LICABLE
PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND
PAPER RSSOCIRTION) AND TPI. REPINE CONNECTORS RRE MROE OF 20GA ASTM R653 GR40 GRLV. STEE
(3 60) 4 9 1- 8 02 4 THISPDESIGNOTPOSITIONLCONNECTOR5RPEROORRWINGSCE60FRTZUSTHENS~ALNONSTHISHDRRWINGL~NDICRTE
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
F a x ~ (3 6 0) 4 9 1 - 8 0 28 DESIGN o~~onuctaHEtTV1nFBTHETBUINDINGEDESIGNER CPER ANSI/TPR RN1995RSECTION 2UILDING
REV.
TC LL
TC DL
BC DL
BC LL
TOT. L
DUR.FR
SPRCI
N
s
In
D. 42. D sf 0/A LEN. 430800
NG 24.0" TYPE HIPS
_ ~ ~ In
~~
RIGHT RRK = 1'8"2
Rv=2116# U=167# W=5"8
SEO = 153444
7.40.1001.10 SCALE =0.1755
25.OPsF REF
7.OPsf DATE 11-20-20
lO.OPsF DRWG
O.OPsf KEC
C, 1.15 JOB #~ TRU1115L
07
PDF created with pdfFactory Pro trial version www.pdffactory.com
43'8"
m 43'8"
Job~(TRU1115U WALKIN True Homes / E4 43'8" Vlt H5
Top chord 2x4 HF 1650f-1.5E :T1 2x4 HF #2:
Bot chord 2x4 HF #2 :B2, B3 2x6 DF-L i800f-1.6E:
Webs 2x4 HF Stud :W6 2x4 HF #2~
:W7, W8 2x4 OF-L 1800f-1.6E: :W9 2x4 HF Standnrd:
:Lt Wedge 2x6 SPF 1650f-1.5E~:Rt Wedge 2x6 SPF 1650E-1.5E:
(~~) Connection sized Far Turbo-Web rounded end. See drawing 160TW.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING (IN OC) 5TRRT(FT) END(FT)
TC 20 14.00 29.67
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
85 mph wind, 15.00 ft mean hgt, RSCE 7-05, CLOSED bldg, not located within 6.50
ft from roof edge, CAT II, E7(P C, wind TC DL-3.5 psf, wind BC DL-5.0 psf.
Wind reoctlons based on MWRRS pressures.
Calculated horizontal deflection is D.17" due to live load and 0.15" due tc dead
load.
(A) Continuous lateral bracing equnlly spaced on member.
Bottom chord checked for additional 20-psf live load in oreas with 42"-high x
24"-wide clearance.
Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live Deflection meets L/240 live and L/180 total load.
load applied per ANSI/TPI 1.
m
9'3
4'.
N
-i
0
m
1
43.8" -~
~~m 11'6" -~ 8'3"4 -h B'3"4 15'7"8 Rv=2148# U=1A # ~~W=S"8
Rv=2149# U=180# RL=165# W=5"9
LEFT RAKE = 1'8"2
DESC. = E4 43'8" Vlt H5
TYP. -WAVE DESIGN GAIT=IRC2006 C /RT=1.00(1.25)/ 5( CITY= 2 TOTAL= 2
PET
. **WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING
AND ~RRCING) ~UBLISHED ~Y TPI (TRUSS
RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING
PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES
ED TOP CHORD SHALL HAVE
b
THERWISE INDICAT
PRIOR TO PERFORMING THESE FUNCTION. UNLESS
D BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI
Tf U Tf"`U S S I(l C PROPERLY ATTACHED STRUCTURAL PANELS RN
**IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
CEILING.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2750 Ho um Ba Rd. N.E.
g y DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING
BLE
L
I
O
G
Lacey, WA 98516-3123 AN~
FOREST
RMERICRN
THE
pR00VISI0NSSOFPN SG (NRTIONRLIDESIGN SPECIFICATIONUPU85ISHEOEBY
STEE
LV
.
PAPER RSSOCIRTIONI RND TPI. REPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GA
ACE OF TRUSS AND UNLESS OTHERWISE LOCATED D
(3 60) 4 9 1 - B 02 4 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH F
S DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S~RL ON THIS DRAWING INDICATE
THI
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
UILDING
R RN
R
O
C
F a x ~ (3 60) 4 9 1 - 80 2 8 SECTION 2
1995
RNSI/TP
PER
DESIGN o~oonuctaHEiTVInFBTUFTBURLOINGEDESIGNER
RIGHT RAKE = 1'8"2
REV. 7.40.1001.10
TC LL 25 . ~PSf
TC DL ~ • ~Psf
BC DL lO.OPSF
BC LL O.OPsF
TOT. LD. 42.Opsf
DUR.FRC. 1 . 15
SPACING 24.0"
SEO = 154203
SCALE =0.1755
REF
DATE 11-20-2007
DRWG
KEC
0/R LEN. 430800
JOB #~ TRU1115L
TYPE HIPS
PDF created with pdfFactory Pro trial version www.pdffactory.com
14' 14' -
nl r _,~~til
Job~(TRU1115U WALKIN True Homes / ES 43'8" Vlt H6
T4lTC nuC PPCDODCn ^v nir ni n
Top chord 2x4 HF 1650f-1.SE .T1 2x4 HF #2:
Bot chord 2x4 HF #2 :82, B3 2x6 SPF 1650f-1.SE~
Webs 2x4 HF Stud :W9, W11 2x4 HF Standard
:W10 2x6 SPF 1650f-1.5E:
:Lt Wedge 2x4 HF Stud:
(~~) Connection sized for Turbo-Web rounded end. See drawing 160TW.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPRCING(IN OC) STRRT(FT) END(FT)
TC 38 16.00 27.67
Deflection meets L/240 live and L/180 total load.
-- -~ ~~~~-- •-• ••~.- ,~~~ .~.~ .,,,v uw.ow~n rnwnrnl rnurl IttUJJ PIFti-5 LHYUU
BS mph wind 15.00 ft mean hqgt, ASCE 7-02, CL05ED bldg, not located within 6.50
ft Prom roo~ edge, CAT II, EXP C, wend TC OLa3.5 Psf, wend BC DL~5.0 psf.
Wind reactions based on MWFRS Pressures.
Calculated horizontal deflection is 0.17" due to live load and 0.12" due to dead
load.
(A) Continuous lateral bracing equally spaced on member.
Bottom chord checked for additional 20-Psf live load in ovens with 42"-high x
24"-wide clearance.
Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward
fnctors, based an Pf=25.D0 Psf.
m
m
4~
4'.
to
-~
s
0
m
43'8"
Rv=1985# U=176q ~RL=184# W=5"811'6" 6'3"4 -I~ 8'3"4 I 15'7"8 P
Rv=1983# U=17 # ~~W=5"8
LEFT RAKE = 1'8"2 RIGH T RAKE = 1'8 "2
DESC. = E5 43'8" V
PET. TYP. -WAVE
f U Tf U S S If1C
2750 Hogum Boy Rd. N.E.
Lace , WR 98516-3123
y
(3 6 0) 4 9 1 -8 0 2 4
Fax (360) 491-8028 lt H6
DESIGN GRIT=TPI C /RT=1.00(1.25)/ 5( Ol QTY= 2 TOTAL= 2
~~WARNING~+I TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING
RND BRACING. REFER TD HIB-91 (HANDLING INSTALLING RND ERRCING) EUBLISHED ~Y TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MRQISON, WI. 537 9I FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TDP CHORD SHALL HAVE
PROPERLY RTTRCHEO STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI
ALPINEGENGINEEREDRPRDOUCTS,IRNNCH SHALLYNOT BEIRESPONSIBLE FOR ANYTDEVIRTIONCFROMRTH~S
DESIGN; RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING
HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. OESIGN CONFORMS WITH AP~LICRBLE
PAPERSRSSOC~RTION] (RNDITPIL REPINE CONNECTORSIRREPMRDE50F020GRTRSTMMR653RGR40RGRLVRNSTEE
EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0
THIS DESIGN POSITION CONNECTORS PER ORRWINGS 16D R-Z. THE SEAL ON THIS DRAWING INOICRTE
ACCEPTANCE lyF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DSSTHE RESPOIJSIBILITYIOFBTHETBUILQINGEDE5IGNEA CPERORNSI/TPR RN1995RSECTION 2UILDING
REV. 7.
TC L L
TC DL
BC DL
BC L L
TOT. LD.
DUR.FRC.
SPACING
40.1001.10
2 S . O P s ~
7.0 sF
P
1 ~ • O 5 f'
r
~ . ~ P S ~
42.0 sf
1.15
24.0" SEO = 154210
SCALE =0.1755
RE F
DATE 11-20-2007
D R WG
K EC
0/R LEN. 430800
JOB #~ TRU1115L
TYPE HIPS
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job~(TRU1115U WRLKIN True Homes / E6 43'8'° Vlt H7
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 :B2, 63 2x6 SPF 1650f-1.5E:
Webs 2x4 HF Stud ~WS, W8, W9, W11 2x4 HF Standard
:Rt Wedge 2x4 HF Stud:
(++~) Connection sized for Turbo-Web rounded end. See drawing 160TW.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACIN27IN OC) START(FT) END(FT)
TC 18.00 25.67
Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward
factors, based an Pf-25.00 psf.
m
a
m
4'3
4
0
a
1
43'8" '
~~m 11'6" 8'3"4 8'3"4 15'7"8 Rv=1983# U=17 # ~~W=S"8
Rv=1985# U=17/~' RL=204# W=5"8
RIGHT RAKE = 1'8"2
LEFT RAKE = 1'8"2
SEO = 154213
DESC. = E6 43'8" Vit H7 REV. 7.40.1001.10 SCALE =0.1755
PET. TYP. -WAVE DESIGN CRIT=TPI C /RT=1.00(1.25)/ 5[ Ol QTY= 2 TOTAL= 2
*fVRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING T C LL 2 S . ~ s F REF
RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING RND ~RRCING) ~UBLISHED ~Y TPI (TRUSS P
PLATE INSTITUTEr 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES 7 , O P S ~ DATE 1 1 - 2D ' 2D D 7
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE T C D L
Tf U T r U 5 S It-1C PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHDRO SHALL HAVE ~ PROPERLY ATTACHED RIGI gC DL
u~ CEILING. *+IMPORTRNT*~ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, 1 0.O P 5 F D R W G
2750 Ho um Ba Rd. N.E. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS gC L L ~ • 0 P S f KEC
g y ~RNDLINGA,NSHIPPINGE INSBALL~NGHRNORBRRCINGNOF NRUSSESCE WOESIGNICONFORMSRWITHIAPI~LICABLE
Looey, WR 98516-3123 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO TOT. LD. 42.0 sf 0/R LEN. 430800
PAPER RSSOCIRTION) ANO TPI. REPINE CONNECTORS RRE MADE OF 20GR RSTM R653 GR40 GALV. STEE
(3 6 O) 4 9 1 - 8 0 2 4 EXCEPT R5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0
THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SAL ON THIS DRAWING INDICATE DIJR. FAC . 1 • 15 JOB # 'HIPS 1 1 5 L
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING 24.0" TYPE
F a x ~ (3 6 0) 4 9 1 - 802 8 DESIGN ~HOoNA~rQHETS~IncBTUFTRIttN~INGEDESIGNER,CPER ANSI/TPI iN1995RSECTION 2UILOING
THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PRDGRRM FROM TRUSS MFR'S LAYOUT
65 mph wind 15.00 ft mean hggt, RSCE 7-02, CLOSED bldg, not locoted within 6.50
ft from roo~ edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL°5.0 psF.
Wind reoctions based on MWFRS pressures.
Calculated horizontal deFlection is 0.15" due to live load and 0.11" due tc deod
load.
Bottom chord checked for addlticnal 20-psf live load in areos with 42"-high x
24"-wide clearance.
Deflecticn meets L/240 live and L/180 total load.
PDF created with pdfFactory Pro trial version www.pdffactory.com
18' I 18'
nIT-i"~II
Job~(TRU1115L) WRLKIN True Homes / E7 43'8" Vlt H8
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 ~B2, B3 2x6 SPF 1650f-1.5E~
Webs 2x4 HF Stud
:W4, W7, W8, W9, W1D 2x4 HF 5tandard:
:Lt Wedge 2x6 SPF 1650f-1.5E~~Rt Wedge 2x6 SPF 1650f-1.5E~
(~~) Connection sized for Turbo-Web rounded end. See drawing 160TW.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS~
CHORD SPRCING(IN OC) STRRT(FTl END(FT)
TC 32 20.00 23.67
THIS DWG. PREPRREO 6Y THE ALPINE J06 DESIGNER PRDORAM FROM TRUSS MFR'S LRYOUT
85 mph wind 15.00 ft mean hggt, RSCE 7-05, CLOSED bldg, not located within 6.50
ft from roc edge, CRT II, EXP C, wind TC DL°3.5 psf, wind BC DL°5.0 psf.
Wind reactions based on MWFRS Pressures.
Calculated horizontal deflection Is 0.19" due to live loud and 0.10" due to dead
load.
(R] Continuous lateral bracing equally spaced on member.
Bottom chord checked for additional 20-Psf live lood in oreos with 42"-high x
24"-wide clearance.
Truss design per IRC sect. R802.10.2. 1D.00 psf non-concurrent bottom chord live Defleotion meets L/240 11ve and L/180 total load.
load applied per RNSI/TPI 1.
Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf.
ro
e
7
0
9~
4;
43'8"
~-" 11.8'• -- 8'3"y I 8'3"4
Rv=2359# U=175#! RL=223# W=5"8
LEFT RAKE = 1'B"2
DESC. = E7 43'8" Vlt H8
PLT . TYP . -WRVE DESIGN GRIT=IRC2006 C /RT=1.00 (1.251 / 5 [ (:QTY= 2 TOTAL= 2
**WRRNING** TRU5SE5 REQUIRE EXTREME CRRE IN FRBRICRTING HRNDLING SHIPPING INSTALLING
RND BRACING. REFER TO HIB-91 (HRNDLING INSTRLLING ANO ~RRCING) ~UBLISHED ~Y TPI (TRUSS
PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200 MROI50N, WI. 537191 FOR SAFETY PRRCTICES
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTEO TOP CHDRD SHALL HRVE
Tf U TI-`U 5 S I(1C PROPERLY RTTRCHED STRUCTURRL PRNELS RND BOTTOM CHORD SHRLL HRVE ~ PROPERLY ATTACHED RIGI
CEILING. **IMPDRTRNT** FURNISH R COPY OF THIS DESIGN TO 1HE INSTRLLRTION CONTRRCTOR.
2750 Ho um Ba Rd. N.E. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
g y DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI; OR FRBRICRTING
Laoe , WA 98516-3123 HANDLING, SHIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RP~LICRBLE
y PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST RND
PAPER RSSOCIRTIONI AND TPI. REPINE CONNECTORS ARE MRDE OF 20GR ASTM A653 GR40 GRLV. STEE
(3 6 0) 4 9 1- BO 2 4 THISPDESIGNOTPOSITIONLCONNECTORSRPER DRAWINGSC160FR ZUSTHENS~RLNONSTHISHDRRWINGLINDICATE
RCCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
Fax ~ (360) 491-8028 DESIGN SHOWN.rrpHETS~hRBT~~Tpi RNOtN9En~sr NER.CPEROAN5I/TPI 1N1995RSECTION 2UILOING
}.-.o
15'7"8 Rv=2358# U=176# ~ W=5"8
RIGHT RRKE = 1'8"2
REV. 7.40.1001.10
SEO = 154216
SCREE =0.1755
TC LL 25.OPsf
TC DL, 7 ~ OPsP
BC DL 10 . DPsF
BC LL O.OPsf
TOT. LD, 42.OpSf
DUR.FRC. 1 . 15
SPRCING 24.0"
REF
DATE 11-20-2007
DRWG
KEC
0/R LEN. 430800
JOB #~ TRU1115L
TYPE NIPS
PDF created with pdfFactory Pro trial version www.pdffactory.com
20' 20'
~n T -1"111
rTni i i , ~ CI ~ Lloi urr,i 7.,, ~„ La.,MO~ / FR 4'A' R" V t
THIS DWG. PREPRRED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYDUT
Jvu • ~ i nvi - -- -
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 :B2, B3 2x6 SPF 165Df-1.5E:
Webs 2x4 HF Stud
:W4, W6, W7, W91 W10 2x4 HF Standard: :WB 2x4 HF #2:
:Lt Wedge 2x6 SPF 1650P-1.5E::Rt Wedge 2x6 5PF 1650f-1.5E:
(~~) Connection sized for Turbo-Web rounded end. See drawing 160TW.
Bottom chord checked for additional 20-psi Ilve load In oreas with 42"-high x
24"-wide clenranoe.
Deflection meets L/240 Ilve and L/180 total lood.
(~
i
m
ti
-1
~-m iL'6"
Rv=1985# U=174#' RL=242# W=5"8
43'8"
95 mph wind 15.00 ft mean hqqt, ASCE 7-D5, CL05ED bldg not located within 6.50
ft Prom roo~ edge, CRT II, EkP C, wind TC OL-3.5 psF, wind BC DL-5.0 psi.
Wind reactions based on MWFRS pressures.
Calculated horizontol deflection is 0.16" due to live load and 0.11" due to dead
load.
(R) Continucus loteral bracing equally spaced on member.
Truss design per IRC sect. R902.10.2. 10.00 psi non-concurrent bottom chord live
load applied per RNSI/TPI 1.
Truss designed for unbalanced snow load) based on Pf=Pg=25.00 psi.
S'3"4
N
.y
-i
-1
.-1
15'7"S Rv=1983# U=17 # ~~W=S"B
" RI GH T RRKE = 1'8"2
2
LEFT RAKE = 1'8
SEO = 154218
DESC. = EB 43'8" V lt
251 / 5 ( CITY= 4 TOTAL= 4 REV . 7. 40.10 01.10 SCALE =0.1755
PLT . TYP . -WRVE DESIGN GRIT=IRC2006 C /RT=1.00 (1.
**WRRNING** TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING INSTRLLING
HIB-91 fHRNDLING INSTRLLING RND ~RRCINGI ~UBLISHED ~Y TPI (TRUSS T C L L 2 5. O P 5 F RE F
RND BRRCING. REFER TD
537191 FOR SAFETY PRACTICES
WI
ITE 200 MRDISON
'
,
.
ONOFRIO DR. SU
PLRTE INSTITUTE, 583 D
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7. OPs f D RTE 11'2D-2007
T f U T r U 5 S If1C PROPERLY RTTACHED STRUCTURRL PRNELS RND BOTTOM CHORD 5HRLL HRVE ~ PROPERLY RTTRCHED RIGI
1 ~
~
F
CEILING. **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. B C DL . P S DRW G
N
E ALPINE ENGINEERED PRODUCTS, INC. 5HRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS
CE WITH TPI: OR FRBRICRTING
DEB
.
.
2750 Ho um 9a Rd.
g y DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMRN
DESIGN CONFORMS WITH RP~'LICRBLE
BRRCING OF TRUSSES B C LL
Q •
P S
.
HRNDLING, SHIPPING, INSTRLLING RNO
EST RND
Laoe , WR 98516-3123
y PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOR LD
TOT 42 0 s F 0/R LE 430800
N
REPINE CONNECTOR5 RRE MRDE OF 20GA RSTM R653 GR40 GRLV. STEE
PRPER ASSOCIRTION) RNO TPI .
. . .
-8024 .
STHISHDRRWINGL~NDICRTE
~
N
N
TZUS
CE
F
O
R
I
L
OT
P 1
1 5 JOB #~ TRUl115L
(360)491 ON
S
RL
THE
R
60
ORRWINGS
PER
CONNECTORS
POSIT
ON
DESIGN
THIS DUR.FRC. .
RCCEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
CULAR BUILDING 4 0" COMN
~ (3601491-8028
F THE SUITRBILITY RNO USE OF THIS COMPONENT FOR RNY PRRTI
DESIGN SHOWN SPACING .
2 TYPE
ax .
__ _.._ ..~,,,,,,,,,,,,,,~ .r,. ~~ T~~r oiin nrue nrcrr_uro oro AAIST/TPT I-IQ45 FFCTTON 2 __
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4'3
4;
B'3"4
21'10" 21'10" -
Job= l l KU111UU WY1 L (~1IV I rue numee i ~~ -r~ o ~N I v l l ~ Ir
Top chord 2x4 HF #2
Bot chord 2x8 SPF 1950E-1.7E :B1 2x6 SPF 1650f-1.5E:
:B4 2x4 HF #2:
Webs 2x4 HF Stud :W6, W8 2x6 SPF 1650f-1.5E:
:W7 2x6 OF-L 1800P-1.6E:
(~~) Connection sized for Turbo-Web rounded end. See drawing 160TW.
Bottam chord checked for additional 20-psf live load in areas w rf h 42"-high x
24"-wide clearance.
Oeflectlon meets L/240 live and L/180 total load.
m
in
4~
4
43'A"
Rv=298# U=0# R =145# W=3"B
Rv-2647# U-242# W-7"12
In1J UNV. rnCrnRCU UI InC nLr11VC Jaa UCJIUIVCtt rRUUftnll rttVn IttUJJ flrY( b LFIIUU
85 mph wlndl 15.00 ft mean hggt, RSCE 7-05, CLOSED bldg, not located within 6.50
ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psF, wind BC DL-5.D psf.
Wind reoctiens bused on MWFRS Pressures.
(R) Continuous loterol bracing e9ually spaced on member.
IN LIEU OF STRUCTURAL PRNELS OR RIGID CEILING USE PURLINS:
CHORD SPACING (IN OC) STRRTfFT) END(FTl
TC 33 12.00 31.67
Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live
load applied per RNSI/TPI 1.
0
n
Rv-1465# U=122# W=S"8
LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2
DESC. = E9 43'8" SPI Vlt H4 SEO = 154233
PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.00(1.25)/ 5( COTY= 1 TOTRL= 1 REV. 7.40.1001.10 SCREE =0.1755
*+tWARNINGx~ TRU55ES REQUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING INSTRLLING
RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ~RRCING) ~UBLISHED ~Y TPI (TRUSS
TC L L 2 S . O P s f
REF
PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON, WI. 53715) FOR SAFETY PRRCTICES
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTED TOP CHORD SHALL HRVE
b
TC DL 7.OPsP
DRTE 11-20-2007
T(`U T r U 5 S I n C PROPERLY ATTRCHED RIGI
PROPERLY RTTRCHED STRUCTURRL PRNELS AND BOTTOM CHORD SHRLL HRVE
CEILING. ~+tIMPORTRNT*~ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOA.
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
INC
ALPINE ENGINEERED PRDOUCTS
BC D L 1 ~ • ~ s ~
P
DR W G
2750 Ho um Ba Rd. N.E.
s y .
,
DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING
SNIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RP~LICRBLE
HANDLING O , O P S ~
BC L L K EC
Laoe , WA 98516-3123
y ,
PROVISIONS OF NDS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICRN FOREST AND
PAPER ASSOCIRTION) RNO TPI. REPINE CONNECTORS PRE MADE OF 20GR RSTM A653 GR40 GALV. STEE
TOT. LD. 42.0 sf
0/R LEN. 430800
(3 6 0) 4 9 1 - 8 02 4 EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCRTED 0
THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z. THE S~RL ON THIS DRRWING INDICATE
TANCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DUR.FRC. 1 • 1S
JOB #: TRU1115L
Fax ~ (360) 491-8028 ACCEP
DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. SPRC ING 24.0" TYPE H I PS
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I---- 10'11"14 32'8"2
F~~ 11'6" -+- 6'3"4 -h 8'3"4 15'7"8 ~~I
Job~(TRU1115U WRLKIN True Homes / E10 43'8" S I Vlt H3
Top chord 2x4 HF #2 ~T3 2x4 OF-L 180Df-1.6E~
Bot cWebs 2x4 HF StudB2W962x4xHFS#2:1650f-1.5E~
:W11, W13 2x4 HF Standard
(+~~) Connection sized for Turbo-Web rounded end. See drawing 160TW.
THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
85 mph wind 15.00 ft mean hggt, RSCE 7-OS, CLOSED bldg, not located within 6.50
ft iron roo~ edge, CAT II, EXP C, wind TC DL°3.5 psf, wind BC DL-5.0 psf.
Wind reoctions based on MWFRS pressures.
(R) Continuous lateral bracing e9vally spaced on member.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING (IN OC) STRRT(FT) END(FT)
TC 29 10.00 33.67
Deflection meets L/240 Ilve and L/180 totol load.
Truss designed for unbalanced snow load, bosed on Pf=Pg=25.00 psf.
BottoM chord checked for oddltlanal 20 -psf live lood in areas with 42"-high x
24"-wide clearance.
Truss design per IRC sect. RB02.10.2. 10.00 psf non concurrent bottom chord live
load applied per ANSI/TPI 1.
m
IN
1 3Y
4'3
m
12'11"2
-13'2"4
6'7"
8'3"4
30'8"14
15'7"B
N
t
0
m
,~"--r`
43'8" Rv=1380# U=!0 # W=5"6
Rv=533# U=0# R =126# W-3"8 Rv-2874# U-261# W-6"4
LEFT RAKE = 1'8"2
DESC. = E10 43'B" SPI Vlt H3
PET. TYP. -WRVS DESIGN GRIT=IRC2006 C /RT=1.00(1.25)/ 5( QTY= 1 TOTAL= 1
*tWRRNING+~~ TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING
RNO BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANDRACING) ~'UBLISHED ~Y TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES
PRIDR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE
Tf U TC,U S S IC1C ~E~LINGY RTC*IMPORTANT+~+UFURNISHERSCOPOY OFTTHMSCOES~GNHTOLTHEVINSTRL~RTION CONTRRC~ORIGI
2750 Hogum Boy Rd. N.E. ALPINE ENGINEERED PRODUCT5, INC. SHALL NOT BE RESPDNSIBLE FOR RNY DEVIATION FRDM THIS
DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING
Laoey, WR 96516-3123 HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP~LICRBLE
PROVISIONS OF NDS (NRTIDNRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND
PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS RRE MADE OF 20GA RSTM R653 GR40 GRLV. STEE
(3 6 0) 4 9 1- 8 0 2 4 7HISPDESIGN TPOSITIONLCONNECTORSRPER DRRWINGSC160FAT~USTHENS~RLNONSTHISHDRRWINGL~NDICATE
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
F a x (3 6 0) 4 9 1- 8 0 2 8 OESTUC o~apnrJaTaiEtTYIOFBTHETBUILOINGEOESIGNER CPER ANSI/TPR RN1995RSECTION 2UILOING
RIGHT RAKE = 1'8"2
REV. 7.40.1001.10
TC LL 25.OPsF
TC DL 7.OPsF
Bc DL lO.OPsf
BC LL O.OPsF
TOT. LD. 42.OPsF
DUR.FRC. -1.15
SPACING 24.0"
SEO = 154237
SCALE =0.1755
REF
DATE 11-20-2007
DRWG
KEC
0/A LEN. 430800
JOB #~ TRUlliSL
TYPE HIPS
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T3 i _ 10' -=i
in~ r?
Job~(TRU1115U WALKIN True Homes / E11 43'8'° H2
THIS DWG. PREPRRED BY THE REPINE JOB oESIGNFR PRnGRaM Flinn Taus nFR~s ~avniir
Top chord 2x4 HF #2 ~T2, T3 2x4 HF 1650f-1.5E~
Bot chord 2x4 HF 1650f-1.5E
Webs 2x4 HF Stud ~W3, W9 2x4 HF Stnndard~
(~*) Connection sized for Turbo-Web rounded end. See drawing 160TW.
IN LIEU OF STRUCTURRL PRNELS OR RIGID CEILING USE PURLINS~
CHORD SPACING (IN OC) STRRT(FT) END(FT)
TC 55 8.00 35.67
Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward
Factors, based on Pf=25.00 psf.
8'
7
IjS
1
~~
4;
85 mph wind 15.00 ft mean hqqt, ASCE 7-02, CLOSED bldg, not located within 6.50
ft from rao~ edge, CAT II, EXP C, wind TC DL-3.5 psf, wend BC DL-5.0 psf.
Wind reactions based on MWFRS pressures.
(R) Continuous lateral bracing equally spaced on member.
Bottom chord checked for oddlticnal 20-psF live load in areas with 42"-high x
24"-wide clearance.
Deflection meets L/240 Ilve and L/180 total load.
2
1
N
-a
O
N
1
Rv=1144# U=113#~~ RL=106# W=5"8 43'8" Rv=2317# U=214# W=5"B Rv=617# U=53 ~ W S"8
LEFT RRKE = 1'B"2
DESC. = E11 43'8" H2
PET. TYP. -WAVE DESIGN GRIT=TPI C /RT=1.00(1.251/!Of O) QTY= 1 TOTRL= 1
+~*WARNING** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTRLLING
RNO BRACING. REFER TO HIB-91 [HRNDLING INSTRLLING RND SRRCING) •SUBLISHEO SY TPI (TRUSS
PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MROISON, WI. 537191 FOR SRFETY PRACTICE5
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HRVE
T r U Tf U S S I(1C PROPERLY RTTRCHED STRUCTURRL PRNELS RND BOTTOM CHORD SHRLL HRVE S PROPERLY RTTRCHED RIGI
CEILING. **IMPORTRNT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRRCTOR.
2750 Ho um Ba Rd. N.E. REPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS
9 y DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TP L' OR FRBRICRTING
Laney, WR 98516-3123 pRODVI5I0NSSOFPN~SG[NRNIONALIOESIGN SPECIFICRTIONUPUBLISHEDEBYGTHEORMERICRNIFOAESTLRNOBLE
PRPER RSSOCIRTIONI RNO TP L REPINE CONNECTORS RRE MROE OF 20GA RSTM R653 GR40 GRLV. STEE
(3 6 0) 4 9 1 - 8 02 4 EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCRTED 0
THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 A-Z. THE SSRL ON THIS ORRWING INDICATE
RCCEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
Fax ~ (360) 491-8028 DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR RNY PRATICULRR BUILDING
RIGHT RRKE
SEO =
REV. 7.40.1001.10 SCALE = 1'8"2
153409
=0.1755
TC LL 25.OPsf REF
TC DL 7.OPsf DRTE 11-20-2007
BC DL lO.OPsf DRWG
BC LL O.OPsF KEC
TOT. LD. 42.0 SF 0/A LEN. 430800
DUR.FRC. 1.15 JOB #~ TRU1115L
SPACING 24.0" TYPE HIPS
A' -
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28'1"4 15'8"12
~..h • ~Tpl I I I I ~ 1 Id RI KTN Tri io Nnmt?n / F I ~ 4;p' ~" H~
THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYDUT
Top chord 2x4 HF #2 :T2, T3 2x6 SPF 1650(-1.5E~
Bot chord 2x8 SPF 1950f-1.7E
Webs 2x4 HF Stud :W6 2x4 HF #2~
:W8 2x4 HF Standard:
SPECIAL LOADS
------(LUMBER DUR.FAC.=1.15 / PLATE DUR.FRC.=1.15)
TC -From 66 PLF at -1.50 to 66 PLF of 6.00
TC -From 66 PLF at 6.00 to 66 PLF of 6.43
TC -From 95 PLF at 6.43 to 128 PLF at 8.43
TC -From 128 PLF at 8.43 to 128 PLF at 24.00
TC -From 128 PLF at 24.00 to 128 PLF at 35.24
TC -From 128 PLF at 35.24 to 95 PLF at 37.24
TC -From 66 PLF at 37.24 to 66 PLF at 37.67
TC - From 66 PLF at 37.67 to 66 PLF at 45.17
BC -From 4 PLF at -1.50 to 4 PLF at 0.00
BC -From 41 PLF at 0.00 to 91 PLF at 6.43
BC - Froro 41 PLF at 6.43 to 41 PLF of 14.00
BC -From 41 PLF at 14.00 to 41 PLF of 29.67
BC -From 41 PLF at 29.67 to 41 PLF of 37.24
BC -From 41 PLF at 37.24 to 41 PLF of 43.67
BC -From 4 PLF at 43.67 to 4 PLF of 45.17
TC - 391 LB Conc. Load at 6.43, 37.24
85 mph wind, 15.00 ft meon hqt, RSCE 7-05, CLOSED bldgi not located within 6.50
ft from roof edge, CRT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf.
Wind reactions based on MFRRS pressures.
Bottom chord checked for addltlonal 20-psf live lood in areas with 42"-high x
24"-wide clearance.
#1 hlp supports 6-5 -2 docks with no webs. Corner sets ore conventlonolly framed
Building designer is responsible far conventional framing.
I~-6' S"2
12 I---6' -
6 ~ cv
I
3'4'3
SXS fR4)
5X5 fR4l~
ra /.~-
6X6
30' 9"I1 -
12X14
26'1"4 + 15'6"12
43 8" Rv=742# U=74 m W=5"9
Rv=2061# U=203 RL=86# W=3"8
Rv-4673# U=458# W=5"B
" RIGHT RRKE = 1'8"2
2
LEFT RRKE = 1'8
" SEO = 153393
DESC. = E12 43'8 Hl
25I71D( di1TY= 1 TOTRL= 1 REV. 7. 40.1 001.10 SCALE =0.1053
PLT. TYP. -WRVE DESIGN GRIT=IRC2DDS c 7Rr=l.oD(1.
**WRRNING^* TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HRNOLING SHIPPING INSTRLLING
TO HIB-91 fHRNDLING INSTRLLING RNO ~RRCING) ~UBLISHED ~Y TPI (TRUSS TC LL 2 S . O P s F RE F
RNO BRACING. REFER
537191 FOR SRFETY PRRCTICES
WI
200 MROISON
'
.
,
ONOFRIO DR. SUITE
PLRTE INSTITUTE, 583 D
PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTEO TOP CHORD SHALL HRVE TC DL 7 .OPs f D ATE 11-20-2007
Tf U Tf~`U 5 S If1C PROPERLY RTTRCHED STRUCTURAL PRNELS ANO BOTTOM CHORD SHALL HRVE ~ PROPERLY RTTACHEO RIGI
TOR
l O
O
F
.
CEILING. ^^IMPORTRNT+~~ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRC
THIS BC D L .
P S D R W G
N
E
Rd ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM
ITH TPI; DR FRBRICRTING
.
.
.
2750 Ho um Bo
g y DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE W
DESIGN CONFORMS WITH RP~LICRBLE
CING DF TRUSSES BC LL
~
' 0 P S
K EC
.
HRNOLING, SHIPPING, INSTRLLING RND BRR
Lade , WR 98516-3123
y PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND
T
LD
42
0 s
f 0
/R LE
430800
N
ALPINE CONNECTORS RRE MROE OF 20GR RSTM A653 GR40 GRLV. STEE
PRPER RSSOCIATIONI AND TPI .
,
TO . .
491-8024 .
EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED 0
IS DRAWING INDICRTE
~ L IS JOB #: TRU1115L
(36O) RL ON TH
THIS DESIGN POSITION CONNECTORS PER DRRWING6 160 R-Z. THE S DUR.FAC. •
RCCEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
BUILDING
RNY
R PACING 24 0" HIPS
F a x ~ (3 6 0) 4 9 1 - 8 02 8 DESIGN SHOWN, THE SUITRBILITY RNO~USE~OereH~o Co[oOouct/TaR
a4s
cc~Tinu S . TYPE
Bearlnqq blocks: Noll type: 12d~ox_or_Gun_(0.128"x3.25" min.)_nalls
BRG X-LOC #BLOCKS LENGTH/BLK #NRILS/BLK WALL ~LRTE
2 27.875' 1 12" 11 Rigld Surface
Bearlnqq block tc be same size and species as bottom chord.
Refer To drawing CNBRGBLK0207 for addltlonol information.
(R) Continuous lateral bracing equally spaded on member.
IN LIEU OF STRUCTURAL PRNELS OR RIGID CEILING USE PURLINS:
CHORD SPACING (IN OCl START(FT) END(FT)
TC 44 6.00 37.67
Deflection meets L/240 Ilve and L/180 total lood.
~~ California hip girder load case modified ~~
Extend sloping topp chord of truss and jacks to hlp rafter. Support extensions
everyy 2.D0 ft to Plat TC. Spacing of supports arlgginates from #1 hip. Attach
2x4 Taterol bracing to flnt TC 8 44" OC with 2-16d Box or Gun
nails(0.135"x3.5",min J and diagonally brace per DWG. BRCALHIPH1103. Support
hlp rafter with cripples at 2-9-15 DC.
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~~t,• fTDlll I ICI 1 LIQI KTt\I Tr~iio I-InmA~ / ~R ~' F,)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYDUT
Top chord 2x4 HF #2
Bot chord 2x4 HF #2
Bottom chord checked for additional 20-psf live load in oreas with 42"-high x
24"-wide clearance.
Deflecticn r7eets L/240 live and L/180 total lood.
1'11"11
7
_~
1'6" Rv-331# U-31# RL-35# W-3"B z
85 mph wind 15.00 ft meon hgt, RSCE 7-05, CLOSED bldg Located anywhere in
roof, CAT If, EXP C, wind TC DL-3.5 psP, wind BC DL-5.b psf.
Wind reactions bosed on MWFRS pressures.
Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live
load applied per ANSI/TPI 1.
Truss designed for unbalanced snow load, bosed on Pf=Pg=25.00 psf.
Rv-30# " U-7# NRILED
r'
T
Ul
(+]
1
Rv=29# U=4# NRILED
N
-i
O
N
LEFT RAKE = 1'8"2
SEO = 153539
DESC. = 2A 2' EJ
25)/!O( ~1TY= 2 TOTAL= 2 REV. 7.40.1001.10 SCALE =1.4930
00(1
.
PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.
f•WRRNING+~+~ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING
EFER TD HIB-91 (HANDLING INSTALLING AND ~RRCINGI ~UBLISHED ~Y TPI (TRUSS T C L L 2 5.O P 5 F R E F
RNO BRACING. R
537191 FOR SAFETY PRACTICES
WI
SUITE 20D MADISON
'
,
.
ONDFRIO DR.
PLATE INSTITUTE, 583 D
PRIOR TO PERFORMING THESE FUNCTIONS(. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7.OPsf DATE 11-20-2007
T('U Tf U S 5 IC1C PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHRLL HAVE (~ PROPERLY ATTACHED RIGI
1 ~
O
F
CEILING. ^*IMPORTRNTt* FURNISH fl COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. •
p s
BC D L D R W G
N
E
Rd
B REPINE ENGINEERED PRDDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS
RMANCE WITH TP L' OR FABRICATING
EC
.
.
,
o
2750 Ho um
g y DESIGN; RNY FAILURE TO BUILD THE TRUSSES IN CONFO
DESIGN CONFORMS WITH RPf~LICRBLE
RND BRACING OF TRUSSES
~ ' P 5
BC L L
K
Laoe , WR 96516-3123
y .
HANDLING, SHIPPING, INSTRLLING
PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND
O
F
4 2
2
ALPINE CONNECTORS ARE MADE DF 20GA ASTM A653 GR40 GRLV. STEE
PAPER ASSOCIATIONI AND TPI 5
.
TOT. LD. 0/ A LEN.
360) 491-8024 .
EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0
ON THIS DRAWING INDICATE
~R 15
1
R
FAC JOB #~ TRU1115L
( L
THIS DESIGN POSITION CONNECTORS PER DRAWINGS 16D R-Z. THE S .
.
.
DU
ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPDNSIBILITY SOLELY FOR THE TRUSS COMPONENT
ENT FOR RNY PARTICULAR BUILDING 0 "
SPACING 2 4 C R J A C C S
Fax ~ (3601491-8028 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPON
__ -„- ..~...,,.. ~...~.~.r.. nr mr oiin nr~ir nrM rAl[D o[o OAICT /TPT I-IQQS CGCTTf1N 7 . TYPE
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Job~(TRU1115~) WALKIN True Homes / 2B 2' EJ
THIS DWG. PREPRRED BY THE ALPINE JDB DESIGNER PRDGRAM FROM TRUSS MFA's iRVniir
Top chord 2x4 HF #2
Bot chord 2x4 HF #2
85 mph wind 15.00 Ft mean hgt, RSCE 7-OS, CLOSED bldg Located anywhere In
roof, CAT If, EXP C, wind TC DL°3.5 psf, wind BC DL-5.0 psf.
Bottom chord checked for addltionol 20-psF live loud in areas with 42"-high x Wind reactions based on MWFRS pressures.
24"-wide clearance.
Truss design per IRC sect. R802.10.2. 10.00 psf non concurrent bottom chord live.
Defleotion meets L/240 live and L/180 total load. load applied per RNSI/TPI 1.
Truss designed for unbalanced snow load, based on PF=Pg=25.00 psf.
3'11"11 ° 1O1" U°26# NRILEO
7
N
m
7
m
r
7
ti
N
-~
O
ro
LEFT RRKE = 1'8"2 RIGH T RAKE = 2'2"8
OESC. = 2B 2' EJ SEO = 153557
PLT. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.00(1.251/10( ~1TY= 2 TOTAL= 2 REV. 7. 40.100 1.10 SCALE =1.0056
~*WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICRTING HRNDLING SHIPPING INSTRLLING
~
~
~
TC L L
~ 5
O
f R
RRCINGI I
RND BRRCING. REFER TO HIB-91 (HRNDLING INSTRLLING RND E
UBLISHED
Y TPI (TRUSS
1
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ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS . P
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~1 Rv-375# U-2 # RL-55# W-3"8 1'11"11 ~
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Job~(TRU1115U WRLKIN True Homes / 6R 6' EJ
THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S IRY~UT
ToP chord 2x4 HF #2
Bot chord 2x4 HF #2
Bottom chord checked for additional 20-Psf Ilve load in areas with 42"-high x
24"-wide cleorance.
Deflection meets L/240 live and L/18D total load.
85 mph wend 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg Located anywhere In
roof, CAT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.b psf.
Wind reactions based on MWFRS Pressures.
Truss design per IRC sect. R602.10.2. 10.00 psf non-concurrent bottom chord live
load applied per RNSI/TPI 1.
Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf.
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2750 Hogum Bay Rd. N.E.
Laney, WR 98516-3123
(360) 491-8024
Fax ~ (360) 491-8028
DESIGN CRIT=IRC2006 Cq/RT=l.OD(1.251/10( d1TY= 2 TOTAL= 2
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ATE INSTITUTE, 583 D'ONDFRIO OR. SUITE 200 MROISON, WI. 537191 FOR SRFETY PRRCTICES
IOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTED TOP CHORD SHALL HRVE
OPERLY RTIACHED STRUCTURRL PRNELS RND BOTTOM CHORD SHALL HRVE ~ PROPERLY RTTRCHEO RIGI
ILING. ~~IMPORTANT+~^ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR.
PINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS
SIGN; RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING
NOLING, SHIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RP~LICABLE
DVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND
PER RSSOCIATIONI RND TPI. REPINE CONNECTORS RRE MRDE OF 20GR RSTM R653 GR40 GALV. STEE
CEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0
IS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z. THE SAL ON THIS DRRWING INOICRTE
CEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
SIGN SHDWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PRRTICULAR BUILDING
REV. 7.40.1001.10 SEO =
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PDF created with pdfFactory Pro trial version www.pdffactory.com
Job~(TRU1115L) WRLKIN True Horoes / 6B 6' EJ
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Tap chord 2x4 HF #2
Bot chord 2x4 HF #2
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roof, CRT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf.
Wind reactions based on MWFRS pressures.
Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live
Icad applied per RNSI/TPI 1.
Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf.
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1995 SPACING 24.0 TYPE CAJRCCE
PDF created with pdfFactory Pro trial version www.pdffactory.com
I 3' 11"11 - Rv 146# .{d 2~# N~T~' €~2'p"5 ~
Inh: fTRlll 1151 1 WRI KTN True Homes / 6C 6' EJ
THIS DWG. PREPARED BY THE ALPINE JUB DESIGNER PRDGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 HF #2
Got chord 2x4 HF #2
Bottom chord checked for addltlonol 20-Psf 11ve lood In areas with 42"-high x
24"-wide clearance.
Deflection meets L/240 live and L/18D total load.
85 mph wind 15.00 ft meon hgt, RSCE 7-02, CLOSED bldg, not located within 4.50
ft from roo~ edge, CRT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf.
Wind reactions bosed on MWRRS Pressures.
Truss design per IRC sect. R802.10.2. 10.OD psf non-concurrent bottom chord live
load applied Per HNSI/TPI 1.
Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward
factors, based on Pf-25.D0 psf.
Rv-166# U°42# NAILED
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**WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING
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PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 2D0 MADISON, WI. 537191 FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE
TC DL
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DATE
11-20-2007
T r U Tf U 5 S If1C PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE S PROPERLY ATTACHED RIGI
DESIGN TO THE INSTALLATION CONTRACTOR
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CEILING. **IMPDRTANT** FURNISH A COPY OF THIS
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
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ALPINE ENGINEERED PRDDUCTS, I
2750 Ho um Ba Rd. N.E.
9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING
INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP~'LICRBLE
SHIPPING
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1995
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RNSI TPI
LOING DESIGNER
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THE RE
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