HomeMy WebLinkAboutTRUSS PAPERWORK'IKOST TRUSS, INC.
iROOF & FLOOR TRUSSES
4175 SW Martin Highway
Palm City, FI.34990
Phone:(772)286-3700
�o F I
610
OEC '2 , pert
Pe 'r� %e �o� rl
i
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
Building Code & Chapter., Computer Program Used:
FBC 2017 RES VIEW by Alpine
Gravity. Gravity:
Project
Name:
Miller Res. (BID#352)
Address.
651 NW Sweetbay Cir.
City. state. Zip
Palm City / St. Lucie Co.
PSF ROOF TOTAL LOAD I NIA # PSF FLOOR TOTAL LOAD
end:
170 MPH (ASCE 7-1
SCAMNED
St Lucie County
I
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
61G15-31.003 of the Florida Board of Professional Regulations.
I
\\\� S�1tt�ttt
JILES P
0 ,
STAT OF
- .
I
No.
Truss ID#
Date:
11
Al
12/12/2018
12
A2
12/12/2018
13
A3
12/12/2018
14
A4
12/12/2018
15
1 V1
1 12/12/2018
16
V2
12/12/2018
17
V3
12/12/2018
S
V4
1 12/12/2018
NOTE: Furthermore, the responsibility of the undersigned is solely limited to
the 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.I
Stiles Engineering Group, Inc.
FL Reg Nos: PE# 49200 CA# 27789
850 NW Federal Highway, Suite 172
Stuart, Fl. 34994
Off: (772) 223-9883 Fax: (771) 223-9502
No. Truss ID# Date:
ARCH 1TECTU RAL
V RE6 EW
4kooAPPROVED
❑ APPROVED AS NOTED
[] NOT APPROVED
. * w r '
Q
18,
5/12
ROOF PITCH
NEW
r -A ill VAULTED CLG. K
SUPPORT A.H.U.
HUNG FROM T.C.
2so# MAx
A4 2-PLY UNIT
V4
V3
V2
V1
GIRDER TRUSS DESIGNED
TO SUPPORT AN EXISTING
36'-0" TRUSS SPAN FROM
BOT. CHORD.
5/12 EXIST.
ROOF PITCH
TRUSS LAYOUT BY:
tCOST TRUSS INC.
4175 MARTIN HWY.
PALM CITY, FL. 34990
6'8
(V
TRUSS LAYOUT FOR:
iv
Miller res.
N
651 NW Sweetbay Cir.
Palm City / St. Lucie Co.
fV
DESIGNED ROOF LOADS
iv co
TOP CHORD LL = 30
b
TOP CHORD DL = 15
a
BOT CHORD LL = 0
N
BOT CHORD DL = 10
TOTAL LOAD = 55# PSF
[V
ROOF PITCH: 5/12
N
O.H. LENGTH: 30" Cant.
O.H. END CUT: Plumb
HEEL HGT: 6 3/8"
(V
DESIGN CRITERIA: FBC 2017/TPI-07
WIND DESIGN CRITERIA: ASCE 7-10
WIND SPEED: 170 MPH
WIND EXPOSURE: "B"
BLDG. TYPE: Closed
2X6 HEEL HGT.
2'-6" CANTIL. O.H.
6 3/8" FASCIA
NOTE: REFER TO THE INDIVIDUAL ENGINEERED TRUSS
DRAWINGS FOR SPECIFIC TRUSS INFORMATION
APPROVAL TO PROCEED W/ PRODUCTION:
THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE
INDIVIDUAL ENGINEERED TRUSS DWGS. HAVE BEEN REVIEWED
AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY:
NAME: TITLE:
DATE:
CHANGES NOTED: I NO CHANGES :_
DRAWN BY: DKB 10/26/18
,REVISED: DKB 12/12/18
JOB NO:
BID#352
PAGE NO:
1 OF 1
3D:(t5ILM6*Z) / Al
Top chord 2x4 SP #2
Bat chord 2x4 SP #2
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 1.5X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
11'2"14
�---- 2'6" } 296" I
----V4"4 i 16'3"8 IT41*4—�{
23'
R=143ptf U=100plf RL=7/-7plf W=18'
(Rigid Surface)
SEQ = 90598
PLT. TYP: WAVE DESIGN CRIT=FBC2M7RESrrPI-2M4FrIRT-20%(0%yf0(e) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=0.2500
KOST TRUSS INC.
ROOF AND FLOOR TRUSSES
—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 APEET
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
T. STILES
PE# 49200
TC LL 30.Opsf
TC DL 15.0psf
BC DL 10.Opsf
BC LL O.Opsf
REF
DATE 12-12-2018
DRWG
O/A LEN. 23
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
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 ANSI/TPI 1-1995 SECTION 2.
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TOT.LD. 55.0psf
DUR.FAC. 1.25
JOB #: BID#352
SPACING 24.0"
TYf E GABL
JOD:(t31U4352) / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC
Bot chord 2x4 SP #2 DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SP_F-S or better 'T' reinforcement. 80% length of
In lieu of rigid ceiling use purlins to brace BC 24" oc. _ _ web member. Attached -with Bd-Box orGun (0.113"x2:5",min.)naiis @-6" oc.
-Deflection meets 1.73601ive and U240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
i
1
1116" -i 1116"
�— Tr + 8'4" 8'4" 32" —�
2T
R=1317# U=2070 RL=124/-124# W=8" R=1317# U=207# W=8"
(Rigid Surface) (Rigid Surface)
SEQ = 90596
PLT. TYP: WAVE
DESWNCRIT=FBC2017RES/rPF2014Fr1RT-20W0%Y1Gr0) QTY= 7 TOTAL= 7
REV. 17.02.02B.0123.11
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, 5W
T. STILES
TC LL
30.Opsf
REF
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
D'ONOFRIO DR., SUITE 200, MADISON, W. 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 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
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
P E ET
PE# 49200
CA# 27785
TC DL
BC DL
BC LL
TOT.LD.
15.0psf
10.Opsf
O.Opsf
55.Opsf
DATE 12-12-2018
DRWG
O/A LEN. 23
DUR.FAC.
1.25
JOB #: BID#352
PALM CITY, FL 34990
772-286-3700
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 ANSI/TPI 1-1995 SECTION 2.
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
SPACING
240"
.
TYPE COMN
OD:(t11LJ9S0L) / A3
Top chord 2x4 SP 2850f-2.3E
Bat chord 2x4 SP #2 :B2 2x4 SP 2850f-2.3E:
Webs 2x4 SP #3
Special loads
Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 93 pif at 0.00 to 93 plf at 23.00
BC: From 20 plf at 0,00-to .20.ptf at 8.67- -
BC: From 100 pif at 8.67 to 100 pif at 14.42
BC: From 20 pit at 14.42 to 20 pif at 23.00
PLT: 125.00 lb Conc. Load at (10.00,12.64), (13.00,12.64)
Wind loads and reactions based on MWFRS with additional C&C member design.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
i
1
12M
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
('7 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 pat. GCpi(+/-)=0.18
Left and right -cantilevers -are exposed to wind- -
In lieu of rigid ceiling use purlins to brace BC @ 24" or.
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 2.00.
All wind load cases on this truss have a 1.33 duration factor.
T .f 10,
11'6" 1116"
R=1662# U=338# RL=124/-1249 W=8"
(Rigid Surface)
23'
R=1664# U=3400 W=8"
(Rigid Surface)
SEQ = 90595
PLT. TYP: WAVE DESIGN CRIT=FBC2077RESRPF2014FT/RT-2DW0%M0) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 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 30.Opsf
REF
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
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 DESCONTRACTOR. ALINE ENGINEERED PRODUCTS. INC. SHALL NOT
RESPONSIBLE ORIGN ANY DEVIATION FROM TTO THEOHIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE E
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-7- 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 ANSI/TPI 1-1995 SECTION 2,
" P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Stilts 172
Stuart, FL 34994
TC IL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 12-12-2018
DRWG
O/A LEN. 23
DUR.FAC. 1.25
JOB #: B0#352
SPACING 24.0"
TYPE COMN
)D:(1311JV352) / A4
Top chord 2x4 SP #2
Bot chord 2x6 SP M-26
Webs 2x4 SP #3 :W1, W9 2x8 SP #2:
: W2, W8 2x4 SP 2850f-2.3E::W5 2x4 SP #2:
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TIC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 _
Wind loading based on both gable and hip roof types.
Girder supports 36-0-0 span to BC one face and 24)-0 span to TCBC split opposite face.
All Wind load cases on this truss have a 1.33 duration factor.
R=SUS# U=1710# W=8'
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
2 Complete Trusses Required
Nail Schedule:0.120"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 5 59' o.c. (Each Row)
Webs : 'I Row @ 4" o.c.
Use equal spacing between rows and stagger nails
In each row to avoid splitting.
Wind loads and reactions based on MWFRS.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
9'
R=9545# U=1710# W=S'
(Rigid Surface)
SEQ = 90608
PLT. TYP: HS DESIGN CRIT=FB=7RESRPi-2014Fr/RT-M%(B%)1D(e) QTY=1 PLIES= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=0.3750
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPINSTALLINGRUSS PLATE INSTITUTE, 50
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
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A
RESPONSIBLCOPY OF IE FFORIANY DEVIATION FROMTO THE ITHIS DESIGN; ANY FAILURE TO BUILDON CONTRACTOR. ALPINE RTHE TRUSSES IN CONFORMANCE ED PRODUCTS, INC. SHALL NOT E
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
T. STILES
P E ET
PE# 49200 -�
CA# 27788
TC LL 30.Opsf
IDL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE 12-12 2018
DRWG
O/A LEN. 18
DUR.FAC. 1.25
JOB #: BID#352
PALM CITY, FL 34990
772-286-3700
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 ANSI/TPI 1-1995 SECTION 2.
860 NW Federal Hwy,
Suite 172
Stuart, FL 34994
SPACING 24.0"
TYPE COMN
7D:(blu 35L) / V1
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
All wind load cases on this truss have a 1.33 duration factor.
Tl1"6 1'11"6
c 12 =3X5
��
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf_non-concurrent live load. -
See DWG VAL180101014 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
SEQ = 88268
PLT. TYP.-WAVE DESIGN CRIT=FDC2017RESRR-m14FT/RT-20W0%ytIXO) QTY=1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=1.0000
KOST TRUSS INC.
i
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
'•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 ANSI/TPI 1-1995 SECTION 2.
T. STILES
PEE T
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.Opsf
TC DL 15.Opsf
BC DL 10.0psf
BC LL 0.0psf
TOT.LD. 55.Opsf
REF
DATE 10-26-2018
DRWG
O/A LEN. 31013
DUR.FAC. 1.25
JOB #: BI1)#352
SPACING 24.0"
TYPE VAL
JOD: bit. .50z / V1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC
Bot chord 2x4 SP #2 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.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
—Deflection me s - 360-hve and-L7240-fota(1oecTCreep increase factor for dear load Is 2-00. ----- - -- -- -- - -- - --
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.
V11"6 I V11"6
=4X4
W=T10"13
SEQ = 88257
PLT. TYP: WAVE DESIGN CRII*802017REWPF2014FT/RT=1D%(0%)MO(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=1.0000
"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
T
TC LL 30.Opsf
REF
DATE 10-26 2018
TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
D'ONOFRIO DR., SUITE 200, MADISON, VA. 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 DESKOST
RESPONSIBLE FFORIGN ANY DEVIATION FROMTO THEION THIS DESCONIGN ANY FAILURE TO BUILD THE TACTOR. ALINE ENGINEEREDR UODUCTSSSES I, INC. SHALL NOT
N CONFORMANCE E
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 OR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI)TPI 1-1%5 SECTION 2.
1
E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
SuRe 172
Stuart, FL 34994
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
DRWG
O/A LEN. 71013
DUR.FAC. 1.25
JOB #: BI1)#352
SPACING 24.0"
ypE VAL
JOD: 131LMbZ / V3
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
In lieu of rigid ceiling use puriins to brace BC @ 24" oc.
Deflection meets U360 live and 1-1240 total load. Creep increase factor for dead load is 2.00.
All wind load cases on this truss have a 1.33 duration factor.
5'1116
=4X4
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
MWFRS loads based on trusses located at least 16.00 ft. from roof edge.
5'11'6
R=112plf U=100plf RL=51.5p1f W=11'10'13
(Rigid Surface)
SEQ = 88274
PLT.TYP: WAVE DESIGN CRIT=FBC2D77RESrrPI-2(14FTIRT--2D%R%)nO(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.5000
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY FL 34990
172-286-3700
—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 INSTALLATPRODUCTSINC. SHALL NOT
RESPONSIBLE FOR ANY DEVIATION FROMION TTHIS DESIGN; ANY FAILURE TO BUICONTRACTOR. ALPINEELD ERED THE TRUSSES IN CONFORMANCE E
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
BUILDINGDESIGNER ANSUTPI 1-1995 SECTION 2.FL
T. STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
172
Suite
Stuart,ER 34994
TC LL 30.Opsf
TC IL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE 10-26-2018
DRWG
O/A LEN. 111013
DUR.FAC. 1.25
JOB* BID#352
SPACING 24.0"
TYPE VAL
313:(130#352) / V4
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
In lieu of rigid ceiling use puffins to brace BC @ 24" oc.
Deflection meets U380 live and U240 total load. Creep increase factor for dead load is 2.00.
All wind load cases on this truss have a 1.33 duration factor.
e
ih
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
7'11'6 ♦ T11'6
R=112pif U=100pif RL=51-5pff W=15'10"13
(Rigid Surface)
SEQ = 88267
PLT. TYP.-WAVE DESIGN CRIT=F5C2017RESRP1-2014 F /RT--2O%(0%y1g0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.5000
—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. 5W
T. STILES
TC LL 30.0 sf
p
REF
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
'PALM CITY, FL 34990
772-286-3700
D'ONOFRIO DR., SUITE 200, MADISON, VA 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
RESPONSIBLE FFORCOPY OF THIS DESIGN ANY DEVIATION FROM TTO THEOHIS D SI NC ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE CONTRATOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOTE
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 ANSI/rPI 1-1995 SECTION 2.
^ T
I`�,
PE
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172SPACING
Stuart, FL 34994
IDL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 10-26 2018
DRWG
O/A LEN. 151013
DUR.FAC. 1.25
JOB #: BID#352
24.0"
TYPE VAL