HomeMy WebLinkAboutGeneral Truss EngineeringKost Truss, Inc
4175 SW Martin Highway
Palm City, FL 34990
(772) 286-3700
Project Information:
Name:
PEDRO FAURILLO CK3559
Address:
FLATS
City. Stale. Lpr
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
Building Code & Chapter: Computer Program Used
FBC 2017 R6s VIEW by Alpine
Gravity Gravity
35 psf Roof Total Load 55 psf Floor Total Load
Wind: 0 mph from ASCE 7-10 code
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 61G15-31 003 of the Florida Board of
Professional Regulations
Note: Furthermore. the responsibility of the undersigned is solely limited to the
LSl1j���/ design of the truss components shown. The suitability and use of these
\\ trusses for any building is the- responsibility of the building designer.
.� � , C E NSA• Fj. ��
: 49Delegated Engineer: T. Stiles Peet, P.E., S.E.
200 '�
Professional Structural Consultants
a srnr Stiles Engineering Group; Inc.
%�EOF
'
FL Reg Nos: PE# 49200 CA# 27,88
N \ 850 NW Federal Hwy, Suite 172. Stuart, FL 34994
NA LE \\\\ TEL: 772-223-9883 FAX:772-223-9502
1 Al 06/15120
2 B1 06/15/20
RQi I`1iiil:.il•.i{Yi
RameOASE by Alpine Page 1 of 1
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JOB DESCRIPTION: PEDRO MURILLO CK3559
KOSTTF.USS, INC.
p D p JOB ADDRESS: FLATS
ROOF AND FLOOR TiU55=S
m N m BUILDER: Fill in later
1_75 Sl'1 MARTIN h4bY
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O O
NAI M CI I Y. H '144411
772 2°6 3700
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B1
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Job:(CK3559) /PEDRO MURILLO CK3559 / Al THIS DWG. PREPARED BY THE ALPINE JUB DESIGNER PROGRAM FRUM I KUbb Mt -Kb
Top chord 2x4 SP #2 In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
Bat chord 2x4 SP #2
Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -con
live bad.
Truss must be installed as shown with top chord up. Deflection meets U480 rive and U360 total bad. Creep increase factor for dead bad is 2.00.
{�-- 3'9-7 + 37"11 '1 3'97 =j
4X4 =3X5 T1 II1.5X4 =4X4
W1 W1 W7
W2 W2 W1
=4X4 g1 =41X12
11'2'6 111.5 4
11.SX4
1 3'9 7
R=616# W=4'
(Rigid Surface)
37"11
3'9'7
R=616# W=4'
(Rigid Surface)
DESC. = Al SEQ = 34716
PLT. TYP: WAVE DESIGN CRrT=F8C2017RESM`I-M14FTIRT=20%(0%y10(0) QTY= 3 TOTAL= 3 REV. 17.02.02B.0123.11 SCALE=0.5000
KOS TRUSS. I NC.
(;t)f)� A� U FLUOR I RI.ISS_S
AIL r _• SVV MA1? I I N I IYa"f
PAI M i.17Y n 3LS90
1 /2 2e 6 3100
••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
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
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
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
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
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER, PER ANSVTPI 1.1995 SECTION 2.
T. STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 400 sf
.p
TC DL 10.Opsf
BC DL 5.Opsf
BC ILL O.Opsf
TOT.LD. 55.Opsf
REF
DATE 03-16-2020
DRWG
CK
O/A LEN. 110206
DUR. FAC. 1.00
JOB #: CK3559
SPACING 24.0"
TYPE FLAT
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JOD:(Ur,,530`J) /YCUKU IVIURILLU LAXODUr7 I D I
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W2 2x4 SP #2:
Deflection meets U480 live and L360 total load. Creep increase factor for dead bad is 2.00.
17'10"8
i— 4'6"8
—., n..,,. nnnn. nnn nv r,.c — n,.,c ,no nccln.,co 1 _ — — 1RR TDI ACC R,ICD'C 1 AVll11T
See detail STRBRIBR1014 for bracing and bridging recommendations.
In lieu of rigid ceiling use purlins to brace BC @ 24" Do.
Bottom chord checked for 10.00 psf non -concurrent live bad.
Truss must be installed as shown with top chord up.
2
4'6"8
=3X10 =3X.Ir T1 =5X7 =3X5 Ti =3X70
W1
W1
W1 W2
TT
W3
W1
m3X10 B1 =3X10 �6X8 82
1T10"8 na
lRana
f.---4'6"8
R=983# W=4"
(Rigid Surface)
4'4"12
4'4"12
4'6"8
R=983# W=4"
(Rigid Surface)
DESC. = B1 SEQ = 34718
PLT. TYP.-WAVE DESIGN CRR=F8C2017RESM`R0I4FTIRT-2n(o YIG(0) QTY= 3 TOTAL= 3 REV. 17.02.02B.0123.11 SCALE=0.3750
KIDS i TRUSS: INC-
IiUUf A� U FLUIJIZ I ItU�S_ \
II r_ SW MAli I IN I Nee
Pal M Gib, n uozo i)
112 2f 6 31,100
••WARNING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
D'ONOFRIO DR., SURE 200. MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
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
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
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
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABIUTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSVrPI 1-1995 SECTION 2.
T. STILES
P E E T
PE# 49200
CiA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 40.0 sf
p
TC DL 10.Opsf
BC DL 5.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE o3-is-zo2D
DRWG
CK
O/A LEN. 171008
DUR.FAC. 1.00
JOB #: CK3559
SPACING 24.0"
TYPE FLAT
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