HomeMy WebLinkAboutEngineering, truss f„ Project Information:
RECE011 _.D ]AN i i ,-u.,
f y Name:
t Stan SWezy#i3973
Address:
ROOF&FLOOR TRUSS SYSTEMS' Pole Bam
City,State,Zip:
4175 SW Martin Highway Ft Pierce,FL
Palm City, FL 34990
(772)286-3700
QENERAL TRUSS ENGINEERING CRITERIA&DESIGN LOADS:
Building Code&Chapter. Computer Program Used:
FBC 2014 RES VIEW by Alpine
�Gravity: 45 psf Roof Total Load Gravity: 55 psf Floor Total Load
tend: 170 mph from ASCE 7-10 code
I
This package includes a Truss Index Sheet and 2 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.
3;`:.!!I/;; Note: Furthermore, the responsibility of the undersigned is solely limited to the
� a B h e truss trusses for any building components
the responsibility of the building designer.
V2-
y �n, � Delegated Engineer: T.Stiles Peet, P.E.
Stiles Engineering Group, Inc.
STq?C r,c
-p ,, .� FL Reg Nos: PE#49200 CA#27788
Z- 1 404 SW Camden Ave.Stuart FL 34994
TEL: 772-223-9883 FAX:772-223-9502
/. Ilili ,t
No Truss ID
Date
1 Al 01/05/17
21 A2 1 01/05/17
4
HomeBASE by Alpine
Page 1 of 1
48'
1
JL
O O
E® 48'
w ` JOB DESCRIPTION:Stan Swiezy#3973 `
O O JOB ADDRESS:Pole Barn
m w 0° BUILDER:Fill in later
p O
Job:3973 /Stan Swiezy#3973/Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) 170 mph wind,15.00 ft mean hgt,ASCE 7.10.OPEN_CLEAR bldg,Located anywhere In roof,RISK CAT M.FRCP C.wind TC DL=5.0 psi,wind BC
DL-5.0 psf.GCpl(+/.)=0.00
Top chord 2x4 SP 02
Sol chord 2x4 SP 2400f-2.OE Wind loads and reactions based on both MWFRS and C&C.
Webs 2x4 SP#3
In lieu of rigid calling use pudins to breve BC @ 24'OC.
Lumber value set"138"uses design values approved 1/30/2013 by ALSO
Bottom chord checked for 10.00 psf non-conwrenl 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 Muss have a 1.33 duration factor.
11
10' 10, -I
m4X4
12 T1
m,
4 C::— a1.5X W2 1.5X4
T1
io in
W1
a3X5(A1
a3X5(A1)
3'15
Bt -5X7 B7
20' -I
tv»
1, 20'
R=998# Rw=1238#U=418#RL=255/-255#W=8" R=996#Rw=1238#U=418#W=8"
(Rlgld Surface) (Rigid Surface)
�sK
SEQ= 1296
PLT.TYP:WAVE DESIGN CRR=F8020I4RES/TPI-200F FT/RT-20%(0%y10(0) QTY=23 TOTAL=23 REV. 15.01.01C.0611.00 SCALE=0.3750
•'WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING;SHIPPING,INSTALLING AND BRACING. 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 20D,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T.
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T BC DL 10.Opsf DRWG
T�°` 15.Opsf DATE 12-07-2016
mKft
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
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
ROOF&FLOOR TRUSS SYSTEMS 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#27758 TOT.LD. 45.0psf O/A LEN. 20
4176 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY;FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-7-THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:3973
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" 1 TYPE COM N
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job: 3973 /Stan Swiezy#3973/A2 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 02 170 mph wind.15.00 it mean h t ASCE 7.10.OPEN_CLEAR bid Locatedro anywhere In of,RISK CAT II,EXP C.wind TC DL=5.o psf,wind BC
Webs 2x4 SIR#3
Bot chord 2x4 3 DL=5.0 psf.GCpi(+/-)=0,00 9 0.
P
Lumber value sel'13B"uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on both MWFRS and C&C.
.?
See DWGS A18015ENC101014 8 GBLLETIN7014 for gable wind bracing requirements. Truss designed to support It"maximum gable end overhang.
Bottom chord checked for 10.00 psf non-concurrent live load.
In lieu of rigid ceiling use pudins to brace BC @ 24'OC.
All wind load cases on this truss have a 1.33 duration factor. '
Deflection meals 1-/380 live and U240 total load.Creep increase factor for dead load is 1.50. -
rV
f 10' 10,
aa4X4
12
4 p T1
M3 M3
M M2 T1
M4 i 1
=3X5(A1 M1 M2 M1 e3X5(Al)
T
Yta
1
L 8" i 81 a5X7 B1 .
188" 8 1e
1, r 20'
R=287#Rw=328#U=124#RL=255/-255#W=8" R=78plf Rw=1821plf U=100plf W=18'8"
(Rigid Surface) (Rigid Surface)
R=287#Rw=328# U=124#W=8"
(Rigid Surface) --
SEQ= 1297
PLT.TYP:WAVE DESIGNCRIT-FS02014RESrrP1-2007FT/RT-20%(0%y10(o) QTY=2 TOTAL=2 REV. 15.01.01C.0611.00 SCALE=0A750 .
••WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPt(TRUSS PLATE INSTITUTE,583 T. STILES TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,Wl.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 12-07-2016
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 0.0psf
2ROOF&FLO&ORSSSYKS 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. 20
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC, 1.25 JOB#:3973
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
FAX:(772)288-4234 BUILDING DES GNERE OF A S RPI COMPONENT
SECT ON 2.PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.01 TYPE GABL