HomeMy WebLinkAboutProduct Approval (2) 1
/ (' -'F� • Project Informal:
Name: -
y i Tripp&Associates BI0#257
ROOF FLOOR TRUSS SYSTEMS Dennis Hauck
City,State,Zip:
4175 SW Martin Highway Jensen Beach,FL 34957
Palm City, FL 34990 --
(772)286-3700
GENERAL TRUSS ENGINEERING CRITERIA& DESIGN LOADS:
Building Code&-Chapter.- Computer Program Used: —"—
FBC 2014 RES VIEW by Alpine
j Gravity. 45 Gravity:
_ psf Roof Total Load 40 psf Floor Total Load
I Wind.•---------— --- - --
I,
_-_-170_` mph from ASCE 7-10 code
This package includes a Truss Index Sheet and 8 individual truss design drawings,together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of
Professional Regulations.
�`��\ ` �'I` /7��� Note: Furthermore, the responsibility of the undersigned is solely limited to the
� ;--_------- �'i, design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
Delegated Engineer: T.Stiles Peet, P.E.
Stiles Engineering Group, Inc.
<.i FL Reg Nos: PE#49200 CA#27788
404 SW Camden Ave.Stuart, FL 34994
PI\�\\ TEL: 772-223-9883 FAX:772-223-9502
EDeTruss ID Date
Al 02/28/17 �g q 7 2 A2 02/28/17
PMAR 1 L011
_ s V1 02/28/17
4 V2 02/28/17 PEWAITTIidG
5 V3 02/28/17 St. Lucie County, FL
6 V4 02/28/17
7 V5 02/28/17
8 V6 02l28/17
HomeBASE by Alpine
Page 1 of 1
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TRUSS�OI-TT BY:
W.KOST INC.
4175 MARTIN HWY.
PALM CITY,FL.34990
=V-0"BRG.HGT. TRUSS LAYOUT FOR:
Hauck res.(addition)
=9'-0"ERG.HGT. 36 Aqua Re Dr.
3/12 EXISTING Jensen Beach
PITCH z
as DESTGN ERITERIA:FB2014 1-07
w WIND DESIGN CRITERIA:ASCE 7-10
w WIND SPEED:170 MPH
j WIND EXPOSURE:'
4 of BLDG.TYPE:CLOSED
V1 a Zo
r
OOFPITCH4/12v2 Ln H.LENGTH:16"w H.END CUT:PlubV3 EEL HGT:Standard 2x4
V4 DESGIfEDROOFLOADS
V TOP CHORD LL=20
TOP CHORD DL=15
vs BOT CHORD LL=0
BOT CHORD DL=10
TOTAL LOAD =45#PSF
rL
OU-CD LIKETO SCEDULEA TENTATVESS DELIVERY DATE FOR:
E:
bo
__
NOTE:REFER TO INDIVIDUAL ENGINEERED TRUSS
DWGS.FOR SPECIFIC TRUSS INFORMATION
THE INF-RMATTON ON THIS—TRU LAYOOT RL6N— WITH THE
INDIVIDUAL ENGINEERED TRUSS DWGS.HAVE BEEN REVIEWED N
AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY: #
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NAME: DATE: m
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JOB NO:
BID#257
PAGE NO:
1 OF 1
Job:(BID#257)/Tri p&Associates BID#25/Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TIC
Bot chord 2x4 SP 1650f-1.5E DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC
See DWGS A18015ENC101014&GBLLETIN1014 for gable wind bracing requirements.
In lieu of rigid ceiling use pudins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
13'8" 13'8" _I
�3,8" 1 2' 2' 2' 1 2' —2'— —2'— --2' 2' 2' 2'
-4x4
rz
T2
12
4 p
o �3X5 M5 M5 �3X5
0
`T T1 M3 M6 M3 Gi
M2 M4 M4 T1
In
=3X5(A1 M1 M2 M1 =3X5(A1)
TIS
61 -3X5 B2
27'4" _I
3,8, 1 2, 2'-- 1 2' 2' 1 2' 1 2' 2' —2' 2' 2' 3-8" "I
�►1'4• 1 27'4" _i_1,4'+{
R=99plf U=100plf RL=8/-8plf W=27'4"
(Rigid Surface)
DESC.= Al SEQ= 67666
PLT.TYP.-WAVE DESIGN CRIT=FBC2014REWP1-2007FT/RT=20%(0%)/10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.2500
..WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 T= STILES TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TICDL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND-TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT,LD. 45.Opsf O/A LEN. 270400
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DURFAC 1.25 JOB#:BID#257
. .
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART FL 34994_
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE GABL
BUILDING DESIGNER PER AN ,SIfrPI 1-1995 SECTION 2.
Job:(BID#257)[Tripp&Associates BID#25/A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:138(Effective 6/1/2013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP 1650f-1.5E Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
j- 13'8" 13'8" _I
�- 7214 6'5"2 6'5"2 7'2"14
=4X6
T2
T2
12
4 5X W Z�i5X7
o �
0
�* T1 W2
W1 T1
=3X7(A1 =3X7(A1)
3'15
81 =3X5 =3X5 =3X5 - B2
27'4" _I
9,4"9 8161,13 9'4"9 _I
1'4" 27,4" _L 1'4"
R=1353#U=596#RL=208/-208#W=3"8 R=1353# U=596#W=3"8
(Rigid Surface) (Rigid Surface)
DESC.= A2 SEQ= 67663
PLT.TYP:WAVE DESIGN CRIT=FBC2014RESrrPI-2W7FT/RT=20%(0%y10(0) QTY=9 TOTAL=9 REV. 15.01.01C.0610.23 SCALE=0.2500
**WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 20.Opsf REF
T. STILES
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 270400
EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE COMN
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
JOb:(BID#257)/Tripp&Associates BID#25/V1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:136(Effective 6/112013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"13B"uses design values approved 113012013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
--2'11"4 9'4"8 2'11'A
�—2'11"4 4'8"4 4'8"4 2'11"4
12
4 =4X4 1111.5X4 T2
=4X4
T1 T1
8 T T
T =3X5(D1 Lj W1 =3X5(D1) _
W1 W1
1 III IL15X4 [IIILBX4 _ Ill X4 1 1
1 15'3"
B1 62
2'11"4 4'8"4 778
15'3" -
R=91plf U=100plf RL=2/-2pif W=15'3"
(Rigid Surface)
DESC.= V1 SEQ= 67676
PLT.TYP:WAVE DESIGN CRIT=FBC2014RES/TPI-2007FT/RT--20%(0%)110(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.5000
••WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T" STILES TC LL 20.0r1sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 M
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE 0.0 Sf
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL P
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT,LD, 45.Opsf O/A LEN. 150300
EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSI/rPI 1-1995 SECTION 2.
JOb:(BID#257)/Tfl p&Associates BID#25/V2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use pudins to brace BC @ 24"OC.
Lumber value set"1313"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
5'11"4 + 64"8 611"4 _I
5'11"4 a2"4 + 374 5'11"4 -I
12 =3X5 1111.5X4 \ZV T2 =3X5 --77--
T 4 T1 1111.5X 111.5X4 � T
W2 T1
-ry V V
=3X5(D1 W1 Y5X4
=3X5(D1) 11
DI X4 111 5X4 III
81 82
�►— 5'1"8 4' 4' 5'1"8
18'3" J
R=91plf U=100plf RL=3/-3pif W=18'3"
(Rigid Surface)
DESC.= V2 SEQ= 67670
PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESrrPI-2D07FT/RT=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.3750
**WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST TOT.LD. 45.Opsf O/A LEN. 1so3oo
AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#277$$
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job:(BID#257)/Tripp&Associates BID#25/V3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
8'11"4 3'4"8 + 8'11"4 --I
6-T-8 .+ 4' 4' 678 _I
T2
=3X5 1111.5X4 =3X5
ri
12 J
4 p 1 �1.5X4
T1 111.5X
W2
T1 n n
W1 W1
Ez3X5(D1 =3X5(D1)
III ::!!
X4 III X4 III X4
-ea
81 B2
21'3" _I
-R=91plf U=100plf RL=5/-5plf W=217
(Rigid Surface)
DESC.= V3 SEQ= 67672
PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESrrPI-2007FTIRT=2D%(0%y1D(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.3750
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD, 45.Opsf O/A LEN. 210300
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSIfTPI 1-1995 SECTION 2.
Job: BID#257)[Tripp&Associates BID#25/V4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6l1/2013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
11'11"4 A"T 11'11"4 -'
8'1"8 4' 4' 8'1"8
=4X
4 C T1
1111.5X W2 1111.5X4
t T1 v 'v
W1 W1
-3X5(D1)
3X5(D1j 1111.5X4 1111.5X4 =3X5 1111.5X4
24'3"
B1 B2
24'3" -'
R=92plf U=100plf RL=6/-6plf W=247
(Rigid Surface)
DESC.= V4 SEQ= 67669
PLT.TYP.-WAVE DESIGN CRIT=FSC2014RESrFPI.2007F/RT=20%(0%)11C(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.2500
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL I O.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL 0.0psf
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD, 45.Opsf O/A LEN. 240300
EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job:(BID#257)[Tripp&Associates BID#25/V5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/112013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+l-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
137'8 137'13 —I
57'8 + 4' + 4' + 4, + 4' + 57'8 —JI
=axa
12
4 p T1 1111.5X 1111.5X4
W3
N T1
SO1�1.5X4 W2 1111.5X4' `-O
v v v
W2
=3X5(D1 W1 W1 =3X5(D1)
as
III1.5X4 1111.5X4 =21X5 1111.5X4 1111.5X4 =3X5 1111.5X4
2T3"
B1 82 B3
57"B _4' .4' .4' 4' 57"8 =j
273" -I
R=92plf U=100plf RL=6/-6plf W=27'3"
(Rigid Surface)
DESC.= V5 SEQ= 67671
PLT.TYP.-WAVE DESIGNCRIr=FBC2014RESrrP1-2007FT/RT=20%(0%)/10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.2500
**WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#2775$ TOT,LD. 45.Opsf O/A LEN. 270300
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSIIrPI 1-1995 SECTION 2.
Job:(BID#257)/Tripp&Associates BID#25/V6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bidg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
1374 + 1374 -J
f----574 4' _4' .4' 4' 57"4
=4X4
T2
T2
12 05X7 �5X7
4 W3
a T1
b 1111.5X4 W2 1111.5X4 r r
n
N in iN
T1
W2
=-3X5(B1 W1 W1 =3X5(B1)
T
ES
1
1H1.5X4 1111.5X4 =3X5 1111.5X4 B2 1111.5X4 =3X5 1111.5X4 gg
27'2"8 J
B1
�—57"4 4' 4' 4' 4' 57"4
�4"12 272 8
R=99plf U=100plf RL=8/-8plf W=27'2"8
(Rigid Surface)
DESC.= V6 SEQ= 67673
PLT.TYP.WAVE DESIGN CRIT=FBC2014RESrrP1-2007FT/RT=20%(0%)11D(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.2500
MARNING•'TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 20.0t�sf REF
ER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 M
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 02-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 270208
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DURFAC 1• ..
JOB#:BID#257
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994 . .
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSI(rPl 1-1995 SECTION 2.