HomeMy WebLinkAboutTRUSS PAPPERSo
ROOF & FLOOR TRUSS SYSTEMS
4175 SW Martin Highway
Palm City, FL 34990
(772)286-3700
GENERAL TRUSS ENGINEERING
Custom
Gravity:
Wind., 41�
--Project Information: ---- ------
Name:
INDEPENTDENTIBAYVENV #3722 _
Address:
Dunkin Donuts
City, State. Zfp:
Port St Lucie, FL
CRITERIA & DESIGN LOADS:
psf Roof Total Load
mph from ASCE 7-10
Computer Wogram
Gravity: - --- 55
code
VIEW by Alpine
psf Floor Total Load .
This package includes a Truss Index Sheet and 1 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 61G15-31.003 of the Florida Board of
Professional Regulations.
Note: Furthermore, the responsibility. of the undersigned is solely limited to the
CO ,\DENSE design of the truss components shown. The suitability and use of these
gZpO trusses for any building is the responsibility of the building designer.
,( 0 iu zzDelegated Engineer: T. Stiles Peet, P.E.
Stiles Engineering Group, Inc.
/FLOP• , a�
FL Reg Nos: PE#49200 CA#27788
�SSIONf°\ \\
! I I I I 404 SW Camden Ave. Stuart, FL 34994
TEL: 772-223-9883 FAX:772-223-9502
No. Truss ID# Date
SCANNED
BY
St. Lucie Countv
'FILE COPY
HomeBASEby MPine Page 1 of 1
65.4,
m
D1
03
1
-a
JOB DESCRIPTION: INDEPENTDENT/BAYVEIW#372
\
O >
o
JOB ADDRESS: Dunkin Donuts
r m
o m
887 Prima Vista Blvd
z
z0
BUILDER: Fill in later
aoor saanmusssys+sw
0
PALA1 C1iY. FL J�➢AY
OFF;(n])]89J]Iq
Job: D&D IINDEPENTDENT/9AYVEIW #372 / D1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/V2013)
All plates are 1.5X4 except as noted.
Top chard 2x4 SP #2
170 mph wind, 15.88 R mean hgt, ASCE 7-10. CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC
Bot chord 2x4 SP #2
DL=5.0 Pat, Wind BC DL=5.0 DEC
Webs 2x4 SP #3:W 1 2X6 SP #2:
Wind loads and reactions based on both MWFRS and C&C.
Lumber value sel'13B' uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-conwrtent live load.
Left end vedical not ezposetl to wind pressure.
16'2"8
Shim all supports to solidbearing.
12 0.25
TC1
�5X7 TC2
63%5
W3
W2 C2
XS
T
r
iTry
2.5
9 12
1
8-1 3t5
T5 15
5°8
37° 3'11"B e'2"
16'28
R=205# U=12 RL 53/-794
W=5"8 R=129p1/ U=100p1f W=T5"15 R= EI U=100p1f W=9'0"1
(Rigid Surface)
(Rigid Surface) (Rigid Bud..)
DESC.= D1
SEQ = 139505
PLT. TYP.-WAVE
DESIGN CRiT=CUSTGNvI FvaT=mv(.Ne0 QTY= 33 TOTAL= 33 REV. 15.01.01C.0610.23
SCALE=0.5000
°NJARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING, PUBLISHED BY TIPSRUSS PLATE INSTITUTE, RES
T. STILES
TC LL 30.0 sf
p
REF
1
D'ONOFRIO DR., SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED STRUCTURAL
TC DL 15.0psf
DATE 02-16-2016
PANELS AND BOTTOM CHORD SHALL HAVEA PROPERLYATTACHED RIGID CEILING. -IMPORTANT°°FURNISH A
PEET
O
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
CK
V41TH TPI; OR FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NOS DESIGN SPECIFICATION
CERTIFICATION
BC LL O.Opsf
ROOF& FLOOR TRUSS SYSTEMS
(NATIONAL PUBLISH ED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF20GAASTM A653GR40GALV.STEEL
#49200
TOT.LD. 55.Opsf
O/A LEN. 16020e
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSMON CONNECTORS PER DRAWINGS 1MA-7 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
404 SW CAMDEN AVE
DUR.FAC. 1.25
JOB #:D&D
OFF: (772) 286-3700
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
STUART, FL 34994
SPACING 24.0°
TYPE MONO
FAX: (T72) 288-4234
OF THISCO P-ONENT OROAnNZ PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER,