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�2nd FLR. - ROOF TRUSS LAYOUT
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TRUSS LAYOUT BY:
KOST TRUSS INC.
4175 MARTIN HWY.
PALM CITY, FL. 34990
TRUSS LAYOUT FOR:
G
Holterman res.
10851 South Ocean Dr.
i Jensen Beach
DESIGN CRITERIA: FBC 2020/TPI-07
WIND DESIGN CRITERIA: ASCE 7-16
WIND SPEED: 170 MPH
WIND EXPOSURE. D
BLDG. TYPE: Closed
ROOF PITCH: 3/12
O.H. LENGTH: See Truss Profiles
O.H. END CUT:' "
HEEL HGT: "
DESIGNED FLOOR LOADS
TOP CHORD LL
TOP CHORD DL
BOT CHORD LL
BOT CHORD DL
ITOTALLOAD
- 40
=10
_ 0
5
55# PSF
DESIGNED ROOF LOADS
TOP CHORD LL = 20
TOP CHORD DL = 15
BOT CHORD LL = 0
BOT CHORD DL = 10
TOTAL LOAD = 45# PSF
NOTE: REFER TO THE INDIVIDUAL ENGINEERED TRUSS
PROFILES FOR SPECIFIC TRUSS INFORMATION
APPROVAL TO PROCEED W/ PRODUCTION:
THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE
i INDIVIDUAL ENGINEERED TRUSS PROFILES HAVE BEEN REVIEWED
AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY:
NAME:
!DATE:_____
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DRAWN BY: DKB 8/11 /21
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Project information: - —
Kost Truss; Inc
4176 SW Martin Highway
Name;
Delahunty BIDS
elahun
Address:
Holtermaa res.
City,'state, Zip:
Jensen.Beach, �*
Palm City, FL 34996
(772) 286-3700
r►etaeoet TQr.icc rWt 1NPr-RING CRITERIA & DESIGN LOADS:
Building Code 4 Chapter, 4 `'°"'Nu`tl`"'a`a"' ",Q VIEW by Alpine
FBC 7th Ed. 2020 Res. I - -- -----
.
Gravity:'Gravity
I .55 psf Floor Total Load
45 psf Roof Total Load
Mnd: 170 mph from A5CE 7-16 Code
This: package includes. a Truss Index. Sheet. and 37 individual truss desi,gri drawings, together with the attached moex or ine i russ ,ys�ern
design. drawings: 'I hereby certify that this serves as a cover, sheet in accordance with. Chapter 61G1:5-31.003 of'the 'Florda Board of
Professional Regulations.
\� \LES PFF
•p`,. STATE OF ; •��
II U) Illl
.• Date
1 - Al 0811112-1
21
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08/11/21
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08/11 /2,1
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08'1.11121
23
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08/11/21
24
FG2
08/11/21
25
FL1
08/11/21
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 NO, P.E., S.E.
Professional Structural Consultants
Stiles Engineering Group, Inc.
FL Reg Nos. PE# 49.200 CA# 27788
850 NW Federal Hwy, Suite 172 . Stuart, FL 34994
TEL: 772-2234883 FAXX:772.'223-9602
FIECENED
AUG 13 2021
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2nd FLR. - ROOF TRUSS LAYOUT(
;TRUSS LAYOUT BY:
'KOST TRUSS INC. I
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4175 MARTIN HWY.
PALM CITY, FL. 34990!
(TRUSS LAYOUT FOR: !
IHoltennan res.
110851 South Ocean Dr. j
Jensen Beach I
'DESIGN CRITERIA: FBC 2020/TPI-07
WIND DESIGN CRITERIA: ASCE 7-16
WIND SPEED: 170 MPH
WIND EXPOSURE: "D"
�BLDG. TYPE: Closed
! ROOF PITCH: 3112
IO.H. LENGTH: See Truss Profiles!.
'OH.ENDCUT:"
WHEEL HGT: J
DESIGNED FLOOR LOADS
1
;TOP CHORD LL = 40
!TOP CHORD DL- = 10 -
IBOTCHORDLL = 0
! BOT CHORD DL = 5
(TOTAL LOAD = 55# PSF
DESIGNED ROOF LOADS
TOP CHORD LL = 20 I
TOP CHORD DL = 15
BOT CHORD LL = 0
BOT CHORD DL = 10
(TOTAL LOAD =45# PSF
NOTE: REFER TO THE INDIVIDUAL ENGINEERED TRUSSI
PROFILES FOR SPECIFIC TRUSS INFORMATION
,APPROVAL TO PROCEED W/ PRODUCTION: (
Lp
Q
m (n
THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE
INDIVIDUAL ENGINEERED TRUSS PROFILES HAVE BEEN REVIEWED
AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY:
E
NAME: TITLE:
w
DATE:
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�NOCHANGES: CHANGES NOTED:
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DRAWN BY: DKB 8/11/21
0 DOco
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- JOB NO:
BID561
PAGE NO:
1 OF 1
JOb:(t31Ubtj1) /ueianunty bium I / m I
Top chord 2x6 SP M-26 T2 2x4 SP #2;
Bot chord 2x4 SP 2850f-2.3E Bt 2x4 SP #2;
Webs 2x4 SP #3 W7 2x4 SP #2;
Rt Wedge: 2x4 SP #3;
Wind loads and reactions based on MWFRS with additional C&C member design.
-In lieu;of rigid ceiling use puriins to brace.BC @ 24".0c.....
-_= -
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.
12'1"9
11'4"8
I r110 UVVU. rrcCrMMCU oT I MM HLrNVC JUb UCJII�IVCK rmUUKHIvI rKUlvl 1 RUJJ 1VIrm z, L/%T UU 1
170 mph wind, 19.93 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Calculated horizontal deflection is-0:13" due to live load and 0.19" due to dead load. -g
Bottom chord checked for 10.00 psf non -concurrent live load.
Truss supports 200# mech unit; unit centered at 13-7-9; supported by TC; unit width 3-0-0; supported by 2 trusses.
MWFRS loads based on trusses located at least 9.96 ft. from roof edge.
100# 100#+
t 3' T T8"1
11'S"2
6711 - 1 - 2'4"5 }2W'8 1 31"1 + 1 4"2.1 2'9"13 —+{ . 472 �{
1 22' -1-''i
27"8 4'5"3 2A"5 2,4"8 4'5"4 1 2,913 4,1 „6 -�-I
�•�2,6" 0"11 675 13'9" 11Y
22'9"10
R=1064# U=569# RL=71/-71# W=8"
(Rigid Surface)
R=1210# U=610# W=8"
(Rigid Surface)
DESC. = Al SEQ = 135134
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2020RPI.2014 FT/RT=20%(0%)/10(0) QTY= 5 TOTAL= 5 REV. 20.02.01 A.1209.10 SCALE=0.2500
KO_LTRUSS; INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
Y.
"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
P E ET
—C -
PE# 49200
CA# 27758
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 10.Opsf
" -' '�_ _
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-.11-2021
O/A LEN. 220900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
-TYPE COMN
Ioo:(t3tu5tii) welanunty mi-joo I / mz
Top chord 2x4 SP #2
Bot chord 2x6 SP M-26
Webs 2x4 SP #3
Rt Slider: 2x4 SP #3; block length = 2.333'
Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
.TC: From "31 plf at -0.12 to 71, plf at-5.81
TC: From 35 plf at 5.81 to 35 plf at 16.94
TC: From 71 plf at 16.94 to 71 plf at 22.87
BC: From 20 plf at -0.05 to 20 plf at 5.81
BC: From 10 plf at 5.81 to 10 pif at 16.94
BC: From 20 pit at 16.94 to 20 plf at 22.80
BC: 941.11 Ib Conc. Load at 5.81,16.94
BC: 485.03 lb Conc. Load at 7.81, 9.81,11.37,12.94
14.94
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00
1
11'5"2
THIS DWG. PKEPARhU 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: 1 Row @ 6.75" o.c.
Webs : 1, Row, @ 4" o.c.
Use'equal spacing between rows and'stagger nails
in each row to avoid splitting.
170 mph wind, 19.93 ft mean hgt, ASCE 7-16, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
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.
11'5"2
1 4'4"9 + 3'6"4 1- 3'6"4 1 3'6"4 1 3'6"4 4'4"9
4'3"15 + 3'6"4 + 3'6"4 3'6"4 3'6"4 - + 4'3"15 �{
22'9"
22'10"4
1,6„1
2' 48----ice- 2' 48J.1,6„12 2 2 �- 5'10"6 �{ .
941#! / 405# 485# 941#
U=2024#
W=8" R=3069# U=2213# W=8"
/R=�2806#
g
DESC. = ALgld Surface)
(Rigid Surface)
SEQ = 135459
PLT. TYP.-WAVE
DESIGN CRIT=FBC7THED2020rrP1-2014FT/RT=20%(0%U10(0) QTY= 1 PLIES= 2 TOTAL= 2
REV. 20.02.01A.1209.10
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
TC DL
15.Opsf
DATE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
**IMPORTANT**
DRWG 08-11-2021
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
P E ET
BC DL 10.Opsf
TRUSS, INC.,_"_ _
RESPONSIBLE FORANY DEVIATION:EROM.THIS DESIGN;rANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE-,--..
,KOST Y
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
_
O.Opsf
ROOF AND FLOOR TRUSSES
PE# 49200
BC LL
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
45.Opsf
4175 SW MARTIN H WY
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
TOT.LD.
O/A LEN. 220900
DUR.FAC.
1.25
JOB #: BID561
PALM CITY, FL 34990
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
860 NW Federal Hwy,
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SPACING
24.0"
TYPE COMN
772-286-3700
SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Stuart, FL 34994
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
y
)D:(b ubbl) /U@lanunty tstu0o I / hJ
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 82 2x4 SP 2850f-2.3E;
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
Wind loading based on both gable and hip roof types.
,Bottom -chord checked for,10.00 psf non -,concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
T
m
IV
1
9,9„
11110 UVVU. rRCrH CU OT I nC HLr IIVC JUb UCJIk]Nr_ [ rRUUT IVI rRUIV1 I RUOO IvIrm o LMTUU 1
170 mph wind, 19.72 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D,
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.
Right cantilever is exposed to wind
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.
MWFRS loads based on trusses located at least 19.72 ft. from roof edge.
3'3" 1 919"10
i 5'0"3 4'813 . I - 3'3" i— 4'8"13 5101,13 -Ij
1- 5'0"3 { 4'8"13 i— 3'3" 1 4'8"13 + 5'0"3 -Ij
22'9"
22'9"10
R=990# U=541# RL=50/-61# W=8"
(Rigid Surface)
R=1084# U=620# W=8"
(Rigid Surface)
T
m
IV
1
DESC.= A3 SEQ = 135114
PLT.TYP.-WAVE DESIGN CRIT=FBC7THED2020/TPI-2014FT/RT--M%(0%y10(0) QTY=1 TOTAL=1 REV. 20.02.01A.1209.10 SCALE=0.2500
KOST:TRUSS, INC. ,._
ROOF AND FLOOR TRUSSES` -
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
XARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
ER 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
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.Opsf
TC DL 15.Opsf
BC DIL 10.Opsf
BC LL—O.Op§f
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 220900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
TYPE HIPS
Job:(BID561) /Delahunty lilubbl / /A4 I t1IJ uvvu. rRc:rmmt:u Dr I RUJJ ,rR o L T VV 1
Top chord 2x4 SP #2 170 mph wind, 19.51 ft mean hgt, ASCE 7-16, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
Bot chord 2x4 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3; Wind loads and reactions based on MWFRS with additional C&C member design.
Wind loading based on both gable and hip roof types. Right cantilever is exposed to wind
..Bottom chord checked for 10.00.psf non-concurrent.live.load-,_�,,: . - - :u :-.In lieu of -rigid ceiling use purlinsto brace.BC @:24"_cc.
- - -
AII wind load cases on this truss have a 1.33 duration factor. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2,00.
MWFRS loads based on trusses located at least 19.51 ft. from roof edge.
810118 -T 9r 6'8" 7'9"10
�— 4'3"11 � i— 3'8"13 + 3'5"12 'i" 3'5"12 T813 - i 4'0"13
12
3 C::— =5X7 =3X5 T2 Ili X6(R) T T
�1.5X4 T1 W2 W W4 =3X5 T3 I I
W3 �1114X`D1113X7 W1 W6X5(B1) =3X5(B1
T 1 1
6'4
1 81 =3X7 =H0310 =3X7 B2 011.5X4
8'4"
R=990# U=570# RL=51/-48# W=8"
(Rigid Surface)
22 19„�
6'8" + 3'8"13 + 4'0"3
22'9"
22'9"10
R=1084# U=659# W=8"
(Rigid Surface)
DESC. = A4 SEQ = 135111
PLT. TYP.-WAVE DESIGN CRIT=FSC7THED2020?PI-2014 FT1RT=20%(0%p10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.2500
KOST TRUSS, INC. -. _; .. _
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
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0P sf
TC DL 15.Opsf
BC DL 1.O.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 220900
DUR.FAC. 1.25
JOB #: BID561
SPACING 2, ,
TYPE COMN
Job:(BID561) /Delahunty b[Ubbl / H5
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
170 mph wind, 19.51 fl mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Right cantilever is exposed to wind
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.
T
N
1
I KIJ UVVU. Mt_YAKI=U UY I r1t ALYINt JUb UtJIU NCK rr,
Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 71 pif at 0.00 to 71 plf at 22.87
BC: From 20 plf at 0.00 to 20 plf at 16.15
BC: From 10 plf at 16.15 to 10 plf at 16.97
BC: From 20 plf at 16.97 to 20 plf at 22.80
TC: -55.95 lb Conc. Load at 16.15
TC: -62.49 lb Conc. Load at .16.97 -
BC: -47.94 lb Conc. Load at 16.15
BC: -54.70 lb Conc. Load at 16.97
Wind loading based on both gable and hip roof types.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
-ssa
16'1"12 -t9"� 5'10"j
2'3"8 618" 5'9"10
4'1"15 3'10"9 2'3"8 - 3'4" 34" - 1 27' 3,710
3 p
/4X4(R1) P
T
T1 X6 SRS R =3X5 =4X12T�3X W3 W =3X5 ���%�3X51
m <D
=3X5 oil
X7 W1 W2 WS W5 W5 81) Ij( 1 1 1
1111.5X B1 =3X10 - =3X5 =H0310 =3X5 B2 =3X5 1111.5X4
22'
i 4'1"15 i- 3110"9 -12'3"8 1- 3'4" i- 3'4" ^f� 2,2" +- 37'
16'1"12
22'9"
22'9"10
�= 1� 5'10" j
SSN
-4BN
rmum
M r-M 0 LATUU I
R=988# U=714# W=8" R=1031# U=781# W=8" DESC. -
( Igld Surface) (Rigid Surface) SEQ = 135224
= A�
PLT. TYP.-WAVE DESIGN CRIT=FBGTrHED2020RP1-2014FT/RT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.2500
KOST•JRUSS IN-C - -„;_ ; , -,. -; c-
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
I
"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'AITY DEVIATION EROM,THIS DESIGN; -ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WTH 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 ANSIfrPI 1-1995 SECTION 2.
T. STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0P sf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 220900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
TYpE COMN
)b:(BID561) /Delahunty t3luot)] / t51
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Rt Slider: 2x4 SP #3; block length = 2.333'
Wind loading based on both gable and hip roof types.
Bottom chord checked for. 10.00.pst non-concurrent.live.load..-
All wind load cases on this truss have a 1.33 duration factor.
8'0"8
4'1"15
3'10"9
I HIb UINU. VKCYHKC:U t3T I KC ALr INt JUtl UtbIUNCK rKUUKHIvI rKUN1 I KUJb IvIrK b LHTUU 1
170 mph wind, 19.51 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP D,
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.
Right cantilever is exposed to wind
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.
MWFRS loads based on trusses located at least 9.76 ft. from roof edge.
3'10"9
8'1"2
I• 810118 ' 1 — 8'0"8
16'1"
16,11,10
R=688# U=394# RL=491-50# W=8"
(Rigid Surface)
4'2"9 -1
R=780# U=436# W=8"
(Rigid Surface)
DESC. = B1 SEQ = 135097
PLT. TYP.-WAVE DESIGNCRIT=FBC7THED2020/rP1-2074FT1RT=20%(D%y10(0) QTY= 3 TOTAL= 3 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST TRUSS, INC. _ _
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
T . STILES
P E E T
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 20.0 Sf
p
TIC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 160100
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0" ,. ,.
TYPE COMN
)b:(t3lub6l) /uelanunry Is1U0o I / Dc
T,ID C JVD UCJIVIVU
Top chord 2x4 SP #2
170 mph wind, 19.11 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D,
Bot chord 2x4 SP #2
wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3;R1 Wedge: 2x4 SP #3;
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.
Wind loading based on both gable and hip roof types.
Deflection meets U360.live.and U240,total load. --Creep increase factor for_dead:load.is 2.00_ .. ... ,.
..Bottom chord checked for 10:00 psf.non-concurrent live load.
MWFRS loads based on trusses located at least 9.56 ft. from roof edge.
All wind load cases on this truss have a 1.33 duration factor.
4'1 "15
8'0"8
3'10"9 i 3'10"9
=4X4
107'8
510"9 1-4-7
810"8 -i- 8'0"8 10"9 -�-
�--- 1'4"7 �{
18'4"
R=712# U=410# RL=61/-111# W=8" R=677# U=376# W=8"
(Rigid Surface) (Rigid Surface)
R=330# U=302# W=3"8
(Rigid Surface)
DESC. = B2
PLT.TYP.-WAVE
DESIGN CRIT=FBC7THED2020TrP1-2014FT1RT=20%(0%)/10(0) QTY= 1 TOTAL= 1
REV. 20.02.01A.1209.10
SEQ = 135179
SCALE=0.3750
KOOST TRUSS, INC.
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
P E ET
. " -
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL
TIC DL
BC DL
BC LL
TOT.LD.
20.0 sf
P
15.Opsf
10.Opsf
0•.Opsf
45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 160100
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
TYPE COMN
JOD:(biumi) welanuni biuOO I t D53 I HIS UWG. PKLFAKtU CY I HE ALPINE JOB DESIGNER PKUGKAM FKUM I RUSS MFR'S LAYOUT
Top chord 2x6 SP M-26 Negative reaction(s) of -226# MAX. (See below) from a non -wind load case requires uplift connection.
Bot chord 2x4 SP #2
Webs 2x4 SP #3 170 mph wind, 19.11 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D,
Rt Slider: 2x4 SP #3; block length = 2.218' wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design.
-Bottom chord checked.for.10.00 psf non -concurrent live -load... _ :a........, .....:.. _ :.. In lieu of rigid ceiling use purlins to brace:BC @ 24",oc,- . ....
All wind load cases on this truss have a 1.33 duration factor. Deflection meets U360 live and U240 total load. -Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 9.55 ft. from roof edge.
8'0"8 1078
810"8 + 8'0"8 i 2'3" -
3 12
v
T1
W2
cD o3X5 ZS5X10 T2
N 1111.5X =3X7(C6) 91
t =3X5(A1 M=3X5(A1)
W1 _ 82 III1.5X4
74 To
1 B1 1111.5X4 1111.5X4 B3 Ta T �
1 1 1
15' 'i" 3W -1
i2'8" -i- 5:4"8 -f- 47.,8 i 3,5" .i. 2:3"
i 2'6" -- 10' f 68"
18'4" -
R=616# U=354# RL=62/-112# W=8" R=1190# U=696# W=8"
(Rigid Surface) (Rigid Surface)
1'1"5 +{
R=30/-226# Rw=108# U=150# W=3"8
(Rigid Surface)
DESC. = B3 SEQ = 135177
PLT. TYP. WAVE DESIGN CRIT=FBC7THED2020RPI-2014FT/RT=20%(0%y10(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.10 SCALE=0.3750
"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
KOST,TRUSS, INC.._.. „
_
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
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
RESPONSiBCEFOR.ANYDEVIATION 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# 27788
TC DL 15.Opsf
BC DL 1 O.OpSf
—"
BC LL O.OpSf
TOT.LD. 45.Opsf
DATE
DRWG 08-11-2021
_ ..
O/A LEN. 160100
DUR.FAC. 1.25
JOB #: BID561
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 24.0" •
-TYPE COMN
)D:(bI1J0b"I) /Uelanuniy DIUDo I r D'+
Top chord 2x6 SP M-26
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Rt Slider: 2x4 SP #3; block length = 2.218'
Wind loading based on both gable and hip roof types.
,Bottom chord checked for,10,00,psf.non-concurrent live load. ...
All wind load cases on this truss have a 1.33 duration factor.
7,9„
7,9„
I KIJ uVVU, rKtrmmcu UT I r1t ALI`IIVt JUC Uts WNCK rKUUKAIVI rKUM I KUJA MrKJ LAYUU I
Negative reaction(s) of -226# MAX. (See below) from a non -wind load case requires uplift connection.
170 mph wind, 19.07 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D,
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.
•� An lieu of rigid ceiling use purlins to brace BC @ 24" oc.. • - . •. . . .. - - ,., _ . � ti .. ,
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
8'4"
10,
2'3" —�
3 12
T1 W2
m ;3X5 =5X10
fn 1111.5X =3X7(CB) T2 Vri
3X5(A1 M1 =4X4(A1)
T W1 _ g2 1111.5X4
ca m
1
B1 1111.5X4 1111.5X4 B3 T3
1 1 1
- 15 + 3,4„
�-- 2'8" 10,
�— 2'6" � " 10,
18'4"
R=616# U=434# RL=80/-110# W=8"
(Rigid Surface)
— 3'5" 27
R=1190# U=850# W=8"
(Rigid Surface)
R=30/-226# Rw=--107# U=147# W=3"8
(Rigid Surface)
DESC. = B4 SEQ = 135175
PLT. TYP.-WAVE DESIGN CRIT=FaC7rHED2020rrPI.2014FTIRT=20%(0%U10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.3750
KOST.TRUSS,.INC .. „ .
....
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 FGR ANY DEVIATION. FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN:CONFORMAt4CE
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
SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
T = STILES
P E ET
- - - —
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 10.Opsf
" "'-"• ' -- _
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
. -
O/A LEN. 160100
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0" =
TYpE HIPS
Jom(hSluyo-i) /uelanuniy olvoo 1 1 o:r
Top chord 2x4 SP #2
Bot chord 2x4 SP 2850f-2.3E
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
170 mph wind, 18.82 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
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.
Special loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 71 plf at 0.00 to 71 plf at 5.75
TC: From 35 plf at 5.75 to 35 plf at 10.33
TC: From 71 pit at 10.33 to 71 pif at 19.40
BC: From 20 plf at 0.00 to 20 plf at 5.78
BC: From 10 plf at 5.78 to 10 plf at 10.30
BC: From -20.pif at.10.30 to. -20 plf at 16.96
BC: From 4 plf at 18.33 to 4 plf at 19.40
TC: 256.41 lb Conc. Load at 5.78,10.30
TC: 148.78 lb Conc. Load at 7.81. 8.27
BC: 207.18 Ito Conc. Load at 5.78,10.30
BC: 88.27 lb Conc. Load at 7.81, 8.27
Bottom chord checked for 10.00 psf non -concurrent live load
All wind load cases on this truss have a 1.33 duration factor.
5'9"6 2'0"6 149 %,84- 2,0"6 6715
Imo-- 3'0"3 , i 2'8"13 i 2,3"8 2,3"8 2'8"13 3'10"13 I1,4„7 ---{
1 15, f 3,4,E
i 3'0"3 I- 2'8"13 -i 2'3"8 i 2'3"8 i 2'8"13 i 3'0"3 i 10,19
5.9"6
1254# U=868# W=8"
DESC. = B�Rigid Surface)
PLT. TYP.-WAVE DESIGN CRIT=FBC7rHED2D20rrP1-2014
KOSTTRUSS, INC.
..__. --
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
�- 1,47 --I
18'4"
y- 2,0"6"8� 2,0„6 2071 67715
2079 8Ba
J
R=1397# U=972# W=8"
(Rigid Surface)
aID%vlolol QTY= 1 TOTAL= 1
"WARNING" TRUSSES REQUIRE LAI REME GAIiE IN YAtSKIUA I INU, r1AINULINh, aNWMNO, INOIALL11- A- orwl. 1-
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
T. STILES
D'ONOFRIO DR., SUITE 200,
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
P E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
RESPONSIBLE FOR ANY DEVIATIOMFROM.THIS DESIGN; ANYTAILURE TO BUILD THE TRUSSES INCONFORMANCE--
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
PE# 49200
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL
CA# 27788
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
850 NW Federal Hwy,
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Suite 172
Stuart, FL 34994
BUILDING DESIGNER PER ANSIlrPI 1-1995 SECTION 2.
T
<'2 310
1
1'0"14
fZEF)44�f0(Ca01 A.1209.10
TC LE
20.Opsf
TC DL
15.Opsf
BC DL
1 O.Opsf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 135451
SCALE=0.3750
REF
DATE
DRWG 08-11-2021
CIA LEN. 160100
JOB #: BID561
TYPE HIPS
JOI):(t31Ubb1) /yeianunTy t11UoO I i %-, 1
Top chord 2x6 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Slider: 2x4 SP #3; block length = 2.218'
Left cantilever is exposed to wind
'J) Hanger Support Required, by others.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
�l
1 n1a uvvu. rn�rrv��u o wo uwio.�� rnvv,..,,., ,
170 mph wind, 19.92 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and.hip roof types.
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.
MWFRS loads based on trusses located at least 9.96 ft. from roof edge.
11'3"14
T6"12
3'10"15 13 8
�}` - "�
j- - 3'5" 4'1"9 -i" 3'10"15 _13 81
1' �r 3,5„ 8,4„
R=581# U=344# RL=209# W=B"
(Rigid Surface)
11'9"2
4
R=486# U=291#
H=H1
l
DESC. = C1 SEQ = 135059
PLT. TYP -WAVE DESIGN CRIT=FBC7n7ED2020rrP1-2014 FTlRT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 20.02.01 A.1209.10 SCALE=0.5000
KOST TRUSS, INC.
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 FROMTHIS'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 ANSUTPI 1-1995 SECTION 2.
T . STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 20.0 sf
P
TIC DL 15.Opsf
BC DL 10.Opsf
"- - -
BC LL Moe
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
- • - -
O/A LEN. 110900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0" •
TYPE H I PM
Job:(BIU561) /Uelanunty biuoo I r uz
Top chord 2x6 SP M-26 T2 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Slider: 2x4 SP #3; block length = 2.218'
Left cantilever is exposed to wind
(J).Hanger Support. Required; byothers
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 r11J UVVV. r-r-U DI I nMHLrmr JVD UCJIVIVCR rRV VRl11V1 rRVIVI I RUJJ IVIf RJ LMl VV I
170 mph wind, 19.72 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
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.
Right end vertical not exposed to wind pressure.
:_:,,;, ;_ ..•-, . ; . Wind loading based on both gable and hip.roof types.
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.
9'9"2 } 2' -�
9'9"2 } 2' -{
I- — 3'5" 64„ „� 1,8, 8 -�+'"8
1"4 3,5„ + 8-4„ 1
1 T9"2
R=581# U=380# RL=210# W=8"
(Rigid Surface)
R=485# U=383#
H=H1
DESC. = C2 SEQ = 135055
PLT. TYP: WAVE DESIGN CRIT=FBC7rHED2020?PI-2014 FT/RT=20%(0%)H0(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST TRUSS,,INC,_ - _
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
P E ET
"' -
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0r1sf
M
TC DL 15.Opsf
BC DL _ 10.Opsf
---- -_ --' ' t
BC LL 0.0pS1
TOT.LD, 45.Opsf
REF
DATE
DRWG OB-11-2021
-- -
O/A LEN. 110900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
TYPE H IPM
Job:(BID561) Welanunty bluD0-1 / l.3
I r11D UVVto. rmcrmmmu DT I r1t AL.r INN JUtS utzw OINCR rmuum-w mum I KUJJ IVIrM 0 L T VU I
Top chord 2x6 SP M-26 T2 2x4 SP #2;
170 mph wind, 19.47 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
Bot chord 2x4 SP #2
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Lt Slider: 2x4 SP #3; block length = 2.218'
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by. others ,_-.., . ,. N ..
Wind loading -based on both gable and hip roof types.-
Bottom chord checked for 10.00 psf non -concurrent live load.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
All wind load cases on this truss have a 1.33 duration factor.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
7'9"2
4' J
7'9"2
_I_ 4, _I
4'4" -{- 3'8"8 3"�{
1"r 3.5" 8,4„ _I
11'9"2
R=581# U=386# RL=165# W=8"
(Rigid Surface)
R=485# U=370#
H=H1
DESC. = C3 SEQ = 135053
PLT. TYP.-WAVE DESIGN CRIT=F8CTrHED2D20/TPI-2014 FT1RT=20%(0%y10(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST. ?_ RUSS,,IN,C.-, ::_ .-.
,.. -^..
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, 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 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 FROWTHIS'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 ANSUTPI 1-1995 SECTION 2.
T. STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 20.0 sf
P
TIC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 110900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
'TYPE HIPM
Db:(130551) /uelanunty t5lu5b-1 / U4
Top chord 2x6 SP M-26 T2 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Slider: 2x4 SP #3; block length = 2.218'
(1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or
zero Positioning Tolerance.
170 mph wind, 19.22 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
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 HIS UWU. PKtPAKtU 6Y I HE ALPINE JUB UbbKjNtK PKUUKAM FKUM I KUSS MFH'S LAYUUI
Special loads
-(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25)
TC: From 71 plf at -0.12 to 71 pif at 5.75
TC: From 35 plf at 5.75 to 35 plf at 11.75
BC: From 4 plf at -0.12 to 4 plf at -0.01
BC: From 20 plf at -0.01 to 20 plf at 5.78
BC: From 10 pif at 5.78 to 10 pif at 11.46
TC: 392.61.Ib Conc. Load at 5.78
TC: 214.98 lb Conc. Load at 7.81, 9.81
BC: 139.09 lb Conc. Load at 5.78
BC: 67.46 lb Conc. Load at 7.81, 9.81
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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.
393N 215 2150
5'9"8 I 2'0"6 2' 111"4
5'9"2 6'
5'9"2
2'0"9 'i" 11013 i-- 2'0"9
3'5" 'i" 2'4" 2'0"9 'i" 1'10"13 + 119"1 i 8{
11 3'5"
5'9"8
8'4"
1 T9"2
�- 2'0"6 7� 2' - V11'A
139# 679
R=949# U=652# W=8" R=941# U=651#
DESC. = C4 (Rigid Surface) H = H1 SEQ = 135211
PLT. TYP: WAVE DESIGN CRIT=FBC7rHED2020)rP1-2014Fr1RT=20%(0%y10(0) QTY= 2 TOTAL= 2 - REV. 20.02.01A.1209.10 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, 583
T. STILES
TC LL 20.Opsf
REF
DATE
D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
TC DL 15.Opsf
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
"IMPORTANT-
DRWG 08-11-2021
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
P E ET
BC DL 10.Opsf
KOST TRUSSING.• • ,_ -,- -RESPONSIBLE
-e!
FOR ANY DEVIATION'FROM.THIS.DESIGN; ANYFRILURE TO BUILD THE TRUSSES IN CONFORMANCE
"-J' `---'-""
_
-'--' " "-'-'--'-'
ROOF AND FLOOR TRUSSES
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
PE# 49200
BC LL 0.Opsf
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
MADE OF ASTM A653 GR40 GALV. STEEL
CA# 27788
45.Opsf
4175 SW MARTIN HWY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE 20GA
TOT.LD.
O/A LEN. 110900
PALM CITY, FL 34990
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
850 NW Federal Hwy,
DUR.FAC. 1.25
JOB #: BID561
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SPACING 24.0" `
'TYPE HI PM
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Stuart, FL 34994
BUILDING DESIGNER PER ANSlrrPI 1-1995 SECTION 2.
tmuoo I i rl.,j I
Top chord 2x4 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Special loads
--(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 pif at 0.00 to 50 plf at 20.67
BC: From 5 plf at 0.29 to 5 plf at 20.37
BC: 295.45 lb Conc. Load at 1.23, 3.23, 5.23, 7.23
9.23,11.23,13.23,15.23,17.23,19.23
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor
i-- 3'5"5
I nIU UVVU. rRCrM or In CHLrmt JUGS UCJIUIYCR r RVUI V 1-- i oulvui
3 Complete Trusses Required
Nail Schedule:0.120"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 7.25" o.c.
Webs : 1 Row @ 4" o.c. _
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=5.0
psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
The TC of this truss shall be braced with -attached spans at 24" cc in lieu of structural sheathing
20'8"
379 } 3'3"9 -1 3'3"9 i 3'3"9
3'5"5
T1
=4X12 =3X5 T1 =3X5 =5X7 =3X5 =3X5 =4X12
w1 W2 w1 N2 w1 W2 w w w T
fV
1113X7 =H0310 B1 =3X5 =3X7 =4X6 =3X5 B2 =H0310 1113X7
3'5"5
3'3"9 + T3119
20'8"
20""
3'3"9 i 3'3"9
3'S"5 —
11I i 2 2 —i2 2 i-2 zss —2 2 2 i-2'�-1,1"12
295# zasa zsJ 295# 2950 29se zsstT
R=2059# U=835# W=3" R=2029# U=823# W=3"
(Rigid Surface) (Rigid Surface) _
DESC. = FG1 SEQ = 135412
PLT. TYP.-WAVE DESIGN CRIT=F8C7THED2020rTPI.2D14FT/RT=20%(0%y10(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 20.02.01A.1209.10 SCALE=0.3750
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-285-3700
**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
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 40.0 sf
p
TC DL 10.Opsf
BC DL _ 5.Opsf
BC LL O:Opsf- -
TOT.LD. 55.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 200800
DUR.FAC. 1.00
JOB #: BID561
SPACING 24.0"
TYPE FLAT
riY(biubbi)/uelanunry131uooIiruc
ITIIJUVVV.rRCrM DI i—C rIINCJVDUC01-4 RrRVVR 1Y1 RVIYIIRVJJIVI RJLMIVVI
Top chord 2x4 SP #2
3 Complete Trusses Required
Sot chord 2x4 SP #2
Webs 2x4 SP #3
Special loads
Nail Schedule:0.120"x3", min. nails
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)
Top Chord: 1 Row @12.00" o.c.
TC: From 50 plf at 0.00 to 50 plf at 14.00
Sot Chord: 1 Row @10.50" o.c.
BC: From 5.plf at 0.29 to 5 plf at 13.71 -.
Webs : 1 Row @ 4" o.c.. `
BC: 198.67 lb Conc. Load at 0.94, 2.94, 4.94, 6.94
Repeat nailing as each layer is applied. Use equal spacing
8.94,10.94,12.94
between rows and stagger nails in each row to avoid splitting.
In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0
psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
Truss must be installed as shown with top chord up.
Wind loads and reactions based on MWFRS.
All wind load cases on this truss have a 1.33 duration factor.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.
14'
9,21 2'4" 2'2"4 + 2'2"4 + 2,2"4 „I^ 2'2"4 J-f- 2'4" -I-3-' 8{
m
a
m
14'
�'alf 2,4" 2'2"4 27A 274 .274 2,4" _Ir3,"8I
13'5" -I
712 -r-- 2' 2' 2' 2' 2' 2' —�� 9"4 --�
1999 199# 1990 �� 199#
R=1085# U=484# W=3" R=1073# U=478# W=3"
(Rigid Surface) (Rigid Surface)
DESC. = FG2 SEQ = 135408
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2020/TPI-2014FT/RT=20%(0%)/10(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST TRUSS,_IM.C.. •., _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
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 ANSUTPI 1-1995 SECTION 2.
T . STILES
P E ET
PE# 49ZOO
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 40.0 sf
P
TC DL 10.Opsf
BC DL 5.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 14
DUR.FAC. 1.00
JOB #: BID561
SPACING 24.0"
TYPE FLAT
Job:(BID561) /Delahunty SlU96l / I-LI
Top chord 2x4 SP 2850f-2.3E
Bot chord 2x4 SP 2850f-2.3E
Webs 2x4 SP #3 W2 2x4 SP #2;
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Truss must be installed as shown with top chord up.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
P $r 4'1"4
20'8"
3'11"8 i 3'11"8
I HI5 UW(3. I'Ktr'AKtU BY I Hit ALPINE JOB Ut51GNtK PKUUKAIVI MUM I KU ab Mt -Kb LAYUU I
See detail STRBRIBR1014 for bracing and bridging recommendations.
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0
psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
--Deflection meets-U360.live and U240 total Ioad.:Creep increase factor for dead load is 2.00.
All wind load cases on this truss have a 1.33 duration factor.
3'11"8
4'1'A
=8X8 1114X6 R T1 [111.5X4 =5X7 1114X6 R T2 =8X8
LI
W2 W3
W1 W1 W W
(111.5X4 8X8 ==6X8 =H0310 1114X6(R) B2 =8X8 1111.5X4
81 _
20'8" - I
Y"I 4'1"4 + 3111"8 + 3'11"8 i 3'11"8 + 4'1"4T 1
20'1"
R=1134# U=462# W=3"
(Rigid Surface)
R=1134# U=462# W=3"
(Rigid Surface)
DESC. = FL1 SEQ = 135018
PLT. TYP: WAVE DESIGN CRIT=FBCTrHED2020rrPI.2014 FT/RT=20%(0%)/10(0) QTY= 8 TOTAL= 8 REV. 20.02.01A.1209.10 SCALE=0.3750
KOST TRUSS, INC., _.
ROOF AND FLOOR TRUSSES `
4175 SW MARTIN HWY
PALM CITY, FL 34990
7724863700
**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 FORrANY DEVIATION FROMTHISDESIGN;.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 ANSUTPI 1-1995 SECTION 2.
T _ STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 40.0P sf
TC DL 10.Opsf
BC DL 5.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 08-11-2021
- --
O/A LEN. 200800
DUR.FAC. 1.00
JOB #: BID561
SPACING 24.0"
iTYPE FLAT
IOD:(bIU001) /Uelanurity Davao I i rL-
Top chord 2x4 SP 2850f-2.3E T2 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3 W4 2x4 SP #2;
(") 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
jn lieu of rigid ceiling use. puriins to. brace BC @.24" oc... . ;.
Bottom chord checked for 10.00 psf non -concurrent live load.
Truss must be installed as shown with top chord up.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
T.
All plates are 5X7 except as noted.
See detail STRBRIBR1014 for bracing and bridging recommendations.
Negative reaction(s) of -236# MAX. (See below) from a non -wind load case requires uplift connection.
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 10.50 ft from roof edge, RISK CAT 11, EXP C,
wind TC DL=5.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
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.
20'8"
P1 3,1"2 + 2'11"6 i-- 2' } 2, i 2, + 2, i 2'11"6 1 3'1"2
n
fil i
W�IIL•t331:1
11 = -"iL=
�
B2
64 =4X6( ) 14'4"
IT
m
3'1"2 2'11"6=i= 2' + 2'- -F- 2' -I- 2'2'11"6 3'1"2
�— 201" _I
2aa" -'
R=232/-236# U=4# W=3" R=1621# U=656# W=8" R=663# U=267# W=3"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC. = FL2
PLT. TYP.-WAVE DESIGN
QTY= 3 TOTAL= 3
"WARNING" TRUSSES REQUIRE EXTREME CARE IN I-ACKICA I INV, KANULINU, bKINNINU, INS IALLIN'o ANU [St UNV.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
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
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A
P E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
KOST TRUSS, IP!C,-.. -; - :
RESPONSIBLE FOR ANY DEVIATION FROM,THIS DESIGN; -ANY FAILURETO BUILD THE -TRUSSES IN CONFORMANCE-
y
ROOF AND FLOOR TRUSSES
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
PE# 49200
4175 SW MARTIN HWY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
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-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
850-NW Federal Hwy,
772-286-3700
SUITABIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Suite 172
Stuart, FL 34994
♦
BUILDINGLITDESIGNER PER ANSI/TPI 1-1995 SECTION 2.
REV. 20.02.01A.1209.10
SEQ = 135015
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
40.Opsf
10.0psf
5.Opsf
O.Opsf
55.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 200800
DUR.FAC.
1.00
JOB #: BID561
SPACING
24.0"
TYPE FLAT
IOD:(tilUl)t7l) /Uelanunty owuul i rw „,, �.....__ ..._.. , ,..�_._......._......---......__..__.
Top chord 2x4 SP #2 170 mph vend, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0
Bot chord 2x4 SP 2850f-2.3E psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3 W2 2x4 SP #2;
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 meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
Truss must be installed as shown with -top chord -up. -
All wind load cases on this truss have a 1.33 duration factor.
9,81 3,5„2
3'3"6
14'
37'6
3"3
3'5"2
=6X8
=21X5 1111.5X4 T1 =3X5
=6XS
W1 W1
W1
�-
m
m
1
it
1111.5X4
=6X8 B1 =3X10 =6X8
1111.5X4
-
14'
�'8{•�— 3'5"2
i- 3'3"6 -I - - 3'3"6 +
3'S"2 --Ij--
..
13'5"
- -I
R=767# U=314# W=3"
(Rigid Surface)
DESC. = FL3
PLT. TYP.-WAVE
KOSTTRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DESIGN CRIT=FBC7THED2020rTPI-2014 FT1RT=20%(0%)110(0) QTY= 6 TOTAL= 6
'*WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACINC
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 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
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 USEOFTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
T. STILES
PEET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
R=767# U=314# W=3"
(Rigid Surface)
REV. 20.02.01 A.1209.10
TC LL
40.Opsf
TC DL
10.Opsf
BC DL
5.Opsf
Bc LL
O.Opsf
TOT.LD.
55.Opsf
DUR.FAC.
1.00
SPACING
24.0"
SEQ = 135010
SCALE=0.5000
REF
DATE
DRWG 08-11-2021
O/A LEN. 14
JOB #: BID561
TYPE FLAT
)OD:(tilubbl) /Uelanunly t51uO0I / rL'+
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Special loads
--(Lumber Dur.Fac =1:00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 5.59
BC: -From 10 plf at 0.00 to- 10 plf at.5.59
TC: 650.00 lb Conc. Load at 0.23
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing
5'4"6
I- 1'4" i 115"9 1'5"9
THIS UWG. PKtF'AKtU t3Y I HE ALPINE JOB DESIGNER PROGRAM FROM tRUS5 MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
(J) Hanger Support Required, by others .
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor.
1'4" {
1 1.4.. 1 1.5..9 1. 9 1 1.4.• �'I
- 57"2
R=1182# U=479# W=8"
(Rigid Surface)
R=199/-93# U=93#
H=H1
DESC. = FL4 SEQ = 135404
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2020/rP1-2014FT/RT=20%(0%)/10(0) QTY= 7 TOTAL= 7 REV. 20.02.01A.1209.10 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
TC LL 40.Opsf
REF
DATE
KOST.TRUSS, INC. : -
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
PALM CITY, FL 34990
772-296-3700
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 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 THEAMERICAN 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.
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC DL 10.Opsf
BC DL 5.Opsf
BC LL O.Opsf
TOT,LD, 55.Opsf
DRWG 08-11-2021
-
O/A LEN. 50702
DUR.FAC. 1.00
JOB* BID561
SPACING 24.0"
jypE FLAT
Job-(130561)/Uelanunty b=fo-I/ I-LO Inw uvvo. rmarmmcu o, IRCHLrIIVCJVo ucJIumcC rRVVR virRVrv1 IRVJJ IVIrR J L ,VVI
Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
Bot chord 2x4 SP #2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Wind loads and reactions based on MWFRS with additional C&C member design.
(J) Hanger Support Required, by others
Right end vertical not exposed to wind pressure.
Irrlieu 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 2.00.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor.
3"8 + 27A P 27"4
3"8
R=307# U=127# W=3"
(Rigid Surface)
27A
56„
2'7"4
— 5'2"8
R=295# U=120#
H=H1
DESC. = FL5 SEQ = 135020
PLT. TYP.-WAVE DESIGN CRIT=F8C7THED2020/rP1-2014FT/RT=20%(0%y10(0) QTY= 10 TOTAL= 10 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS, INC. - --••- ..
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 FROWTHIS'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
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
P E ET
- -
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 40.0 sf
P
TC DL 10.Opsf
BC DL 5.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 08-11-2021
-
O/A LEN. 50600
DUR.FAC. 1.00
JOB #: BID561
SPACING 24.0" '
TYPE FLAT
JoD:(I3lUbti1) /Uelanunty I:51IJ00I / r1mv
Top chord 2x6 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Slider: 2x4 SP #3; block length = 3.190'
170 mph wind, 19.23 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load rases on this truss have a 1.33 duration factor.
a6#
2'5"14
2'9"15
Special loads
-----(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 2 plf at -0.09 to 2 plf at 8.07
BC: From 2 plf at -0.01 to 2 plf at 8.07
TC: 35.74 lb Conc. Load at 2.48
TC: 237.30 lb Conc. Load at 5.31
BC: 38.36 lb Conc. Load at 2.48
BC:.48.68.Ib Conc. Load at. 5.31
Left cantilever is exposed to wind
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
2'9"2
�.�
R=178# U=140# NAILED
2.12 v =3X7 T1
m
in
m
=3X5(C6) W1
m
=
62
Ti
I
b
1
1
B, III1.5X4
4'9"4
37'10
- I
4,9„4
37„10
_ I
- 8'0"15
_7 '
2'5"14 79"15
as# - 2'9"2
_I -
ae#
R=339# U=176# W=11"5
R=72# U=6# NAILED
DESC. = HR5
(Rigid Surface)
SEQ = 135205
PLT. TYP.-WAVE
DESIGN CRIT=FBC7THED2020RPI-2014FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2
REV. 20.02.01A.1209.10
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
TC LL
20.0 sf
p
REF
DATE
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
.
TC DL 15.Opsf
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A
INC. SHALL NOT BE
P E ET
BC DL
10.Opsf
DRWG 06-11-2021
KOSTTRUSS,_IRIC ;;; -:
•--•_-
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
RESPONSIBLE FOR ANY DEVIATION,FROM_THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN.CONFORMANCE
TRUSSES. DESIGN CONFORMS
O:Opsf
_
ROOF AND FLOOR TRUSSES
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
PE# 49200
EIC LL
CIA LEN. 80013
4175 SW MARTIN H WY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
TOT.LD. 45.Opsf
PALM CITY, FL 34990
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
850 NW Federal Hwy,
DUR.FAC.
1.25
JOB #: BID561
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SPACING
24.0"
TYPE HIP JACK
772,286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Stuart, FL 34994
BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2.
Do:(biuo T) welanunty mivoo I i nrcan
..........
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
Webs 2x4 SP #3
TC: From 2 pit at -0.09 to 2 plf at 8.07
Lt Wedge: 2x4 SP #3;
BC: From 2 plf at -0.04 to 2 pit at 8.07
TC: 35.74 lb Conc. Load at 2.48
170 mph wind, 19.23 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0
TC: 204.24 lb Conc. Load at 5.31
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
BC: 38.36 lb Conc. Load at 2.48
BC: 118.57-lb Conc. iLoad.at 5.31
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load. 3en
Deflection meets u3602� and L/240 total load. Creep incr9gay factor for dead load is 2.00. _I
All wind load cases on thi truss have a 1.33 duration 00.
I— 2'914 -'
EO
i
5'3"7
2'9„14 1
R=108# U=74# NAILED
03" I
am
2'9"14
8,1„5
J
"
2'6"4 2'915
sett
t
2'9"2
J
R=345# U=180# W=8"8
R=119# U=73# NAILED
DESC. = HR5A
(Rigid Surface)
SEQ = 135201
PLT. TYP.-WAVE
DESIGN CRIT=FBCTrHED2020/rP1-2014FT/RT=20%(0%y10(0) QTY= 2 TOTAL= 2
REV. 20.02.01A.1209.10
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
TC LL
20.0 sf
P
REF
DATE
D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
TC DL 15.Opsf
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
"IMPORTANT-
DRWG 08-11-2021
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
P E ET .
BC DL 10.Opsf
KOST TRUSS, INC: -- --- .
RESPONSIBLE FOR.ANY DEVIATION -FROM :THIS .DESIGN; ANY. -FAILURE TO BUILD THE TRUSSES IN CONFORMANCE "_
-AND -BRACING
;_ _ -
_
-- -
- -
^ O.Opsf
-. -� • • - •--
ROOF AND FLOOR TRUSSES
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
PE# 49200
BC LL
O/A LEN. 80013.
4175 SW MARTIN HWY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
TOT.LD. 45.Opsf
PALM CITY, FL 34990
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
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
850 NW Federal Hwy,
DUR.FAC.
1.25
JOB #: BID561
SPACING
24.01"
TYPE HIP JACK
—
7-12-286-37(l0
OF PROFESSIONAL
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Suite 172
Stuart, FL34994
BUILDING DESIGNER PER ANSI(rPI 1-1995 SECTION 2.
)Qo'(biub6l) /uelanumy tsluoo I i nmoo
Top chord 2x4 SP #2
Special loads
Bot chord 2x4 SP #2
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Webs 2x4 SP #3
TC: From 2 pif at -0.09 to 2 pif at 8.07
Lt Wedge: 2x4 SP #3;
BC: From 2 plf at -0.04 to 2 pif at 8.07
TC: 7.12 lb Conc. Load at 2.48
170 mph wind, 19.23 ft mean hgt, ASCE 7-16, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0
TC: 166.15 lb Conc. Load at 5.31
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
BC: -7.23 lb Conc. Load at 2.48
BC: 93.91 lb Conc. Load at 5.31
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use puriins to brace BC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load. 7Y
Deflection meets L/360 ���and L/240 total load. Creep incrP�gSg factor for dead load is 2.00.
All wind load cases on thktruss have a 1.33 durahon a�cgoi.
2.12 0
i 1,
711
i 9"9 --I
11"5
R=-168# Rw=189# NAILED
11106
m m
W1
13
7'1"8 -I- - 11"5 ..I
- 7'3"4
8'1"5
2 6 4 2,915 2'9"2
94Y
-79
R=283# U=112# W=8"8 R=523# U=429# W=11"5
DESC. = HR5B (Rigid Surface) (Rigid Surface) R=lEA 113�
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2D20frPI-2014FTIRT=2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 1. 0
**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 20.0 sf
P
REF
DATE
D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
.
TC DL 15.Opsf
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
"IMPORTANT"
DRWG 08-11-2021
-
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
P E ET
BC DL 10.Opsf
KOST-_T,RU55, INC. _ -
RESPONSIBLE FOR ANY -DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
BRACING OF TRUSSES. DESIGN CONFORMS
=" -
_
LL O.Opsf
ROOF AND FLOOR TRUSSES_
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
PE# 49200
BC
O/A LEN. 80013
4175 SW MARTIN HWY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
TOT.LD. 45.Opsf
PALM CITY, FL 34990
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
850 NW Federal Hwy,
DUR.FAC. 1.25
JOB #: BID561
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SP ACING 24.0" • •
TYPE HIP JACK
77.2-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Stuart, FL 34994
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
lob:(BID561) /Delahunty BID561 / cJI I HIS UVVU. rKMI'Ar CU aT I r1C HLr INC JUd Ur OlU NCIN rMU-111-11 i 1— IV" R a I— V V
Top chord 2x4 SP #2 170 mph wind, 18.74 ft mean hgt, ASCE 7-16, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP D, wind TIC DL=5.0
Bot chord 2x4 SP #2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Lt Wedge: 2x4 SP #3;
Wind loads and reactions based on MWFRS with additional C8C member design.
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
.Deflection meets L/360.1ive and.L1240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor.
I U=50#
Surface)
DESC.= CJ1
PLT. TYP.-WAVE
KOST TRUSS,:INC.:., : .
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
3 12 R=32# U=25# NAILED
1113X7 T1 T
0 0
T9"7 ^i
W=8"
R=42# U=34# NAILED
DESIGN CRIT=FBC7THED20207rP1-2014 FT/RT=20%(0%)/10(0)
2 TOTAL= 2
REFER TO HI13-91 (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
T. STILES
PEET
PE#49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01 A.1209.10
TIC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 135193
SCALE=1.0000
REF
DATE
DRWG 08-11-2021
O/A LEN. 10907
JOB #: BID561
• TYPE JACK
IOD:(b ubbl) /U@lanunty aluao I i %,o In
Top chord 2x4 SP #2
170 mph wind, 18.73 ft mean hgt, ASCE 7-16, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0
Bot chord 2x4 SP #2
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Lt Wedge: 2x4 SP #3;
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use purlins 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 2.00.
All wind load cases on this truss have a 1.33 duration factor.
DESC. = CJ1A
PLT.TYP-WAVE
KOSTTRUSS, INC. _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
a 12 R=4/-22# Rw=15# U=27# NAILED
i
1
R=195# U=142# RL=37# W=6"
(Rigid Surface)
R=-21# Rw=22# U=27# NAILED
DESIGN CRIT=FBC7THED2020FrPI.2014
QTY= 7 TOTAL= 7
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
T. STILES
PEET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01 A.1209.10
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0""
SEQ = 135195
SCALE=1.0000
REF
DATE
DRWG 08-11-2021
O/A LEN. 10907
JOB #: BID561
TYPE JACK
Job:(130561) /Delallunty t3lu0b] / uui 13 I Nib UVVU. rn CrAntU 0T I fit ALrINt JUc UCblUNUM rRVllrt/ - 1-11 1 —...l l 0 I ' VU I
Top chord 2x4 SP #2 170 mph wind, 18.33 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0
Bot chord 2x4 SP #2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Lt Wedge: 2x4 SP #3;
Wind loads and reactions based on MWFRS with additional C8C member design.
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use puriins to brace BC @ 24" or.
Bottom chord checked for 10.00 psf non -concurrent live load.
-,._< ::Deflection meets U360 live andU240 total load. Creep increase factor -for dead load is 2.00.
Shim all supports to solid bearing.
All wind load cases on this truss have a 1.33 duration factor.
1'5„1 „�„ 10„9 1 1'97
�— 1'0"4
R=202# U=198# RL=100# W=3"8
(Rigid Surface)
DESC. = CA B
PLT. TYP.-WAVE
KOSTTRUSS,•INC._--:,,- _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
77Z-286-3700
DESIGN CRIT=FBC7THED2020rrP1-2014
4'1"1
R=-55# Rw=44# U=29# NAILED
R=292# U=238# W=8"
(Rigid Surface)
R=-35# Rw--28# U=22# NAILED
QTY= 1 TOTAL= 1
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
QI III nIMr_ nPCI(_NFA =0 A1JCIl 01 1_1QQS CFr.TION 9
T. STILES
P E E_T
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01 A.1209.10
TIC LL
20.Opsf
TIC DL
15.Opsf
BC DL
_ 10.Opsf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"'
SEQ = 135144
SCALE=1.0000
REF
DATE
nRWr 08-11-2021
O/A LEN. 10907
JOB #: BID561
TYPE JACK
)D:(tilubbl) /Uelanunty b uou I i ujo
Top chord 2x4 SP #2 170 mph wind, 18.99 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0
Bot chord 2x4 SP #2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
All.wind load cases on this truss have.a:1,33 duration -factor., Deflection meets L1360-live.and L/240 total load. Creep increase factor. for dead. load is 2.00:. _ _...
0
T
1
DESC. = CJ3
PLT. TYP.-WAVE
_KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
R=121# U=132# NAILED
NAILED
DESIGN CRIT=FBC7THED2D20rrP1-2014 FT/RT=20%(0%)H0(0) QTY= 1 TOTAL= 1
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 ANYDEVIATIONFROM 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
T. STILES
PEET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 135070
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O:Opsf
45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 30907
DUR.FAC.
1.25
JOB #: BID561
SPACING
24.0"
`TYPE JACK
lob:(BID561) /uelanunty t luou-I / wsN
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lt Wedge: 2x4 SP #3;
Left cantilever is exposed to wind
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
J''J' 1
0"81 3'9"7
DESC.= CJ3A
PLT. TYP.-WAVE
KOSTTRUSS,INC.; ,-
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
7-;2-286-3700
3'10"1
R=240# U=154# RL=80# W=6"
(Rigid Surface)
I rllJ UM . rRCrHMCU Or 1 r1t HLr OVC JUb utbiuiVCR rmuV—,, rRVIVI 1 RUJJ mr-m o L TUU 1
170 mph wind, 18.98 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, 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.
Wind loading based on both gable and hip roof types.
Bottom chord checked for 10.00 psf-non-concurrent. live load.
All wind load cases on this truss have a 1.33 duration factor.
R=83# U=92# NAILED
R=47# U=5# NAILED
QTY= 4 TOTAL= 4
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, INSTALLINGAND 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
T. STILES
PEST
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01 A.1209.10
TC LL
20.Opsf
TC DL
15.Opsf
BC DL _..._
10.Opsf
__
BC LL
: O Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"'
SEQ = 135197
SCALE=1.0000
REF
DATE
nRWG 08-11-2021
O/A LEN. 30907
JOB #: BID561
TYPE JACK
JOD:(t3lU00l) /Uelanunty DIuOo I ! IJ joD
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind loading based on both gable and hip roof types.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
l
T97
R=179# U=109# RL=79# W=8"
(Rigid Surface)
DESC. = CJ3B
PLT. TYP.-WAVE
KOSTTRUSS, INC... _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DESIGN CRIT=FBC7THED2020RPI-2014
170 mph wind, 18.99 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP D, 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 purlins to brace BC @ 24" oc.
_-Deflection meets.U360 live and U240 total load. Creep increase factor for dead load is 2.00. .
1'1'7
R=14 # U=129# NAILED
R=28# NAILED
QTY= 1 TOTAL= 1
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 FORANY DEVIATION FROMrTHIS.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
T. STILES
PEET_
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 135032
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 30907
DUR.FAC.
1.25
JOB #: BID561
SPACING
24.0"'
TYPE JACK
onnn Tol lcc nnro�c 1 nvro 1T -
im(biumi) /Uelanuniy oluao 1 /wog
Tap chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3;
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof.types. -
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
(•') 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
170 mph wind, 18.98 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, 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.
4"7
R-9 U=77# NAILED
0
in
A, B,
t' 3,5, _�_ 47
3'10"1
R=248# U=159# RL=80# W=8"
(Rigid Surface)
R=21# U=16# NAILED
DESC. = CJ3C SEQ = 135034
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED20201rP1-2014FT/RT=20%(085)/10(0) QTY= 3 TOTAL= 3 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS,_INC.. .- .ate.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-2,86-3700
**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., 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 DEVIATI=FROM THIS DESIGN;'ANY FAILURE TO BUILD THE TRUSSES --'
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'PI 1-1995 SECTION 2.
T . STILES
P E ET
-• "''"
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC ILL 20.0 sf
p
TC DL 15.Opsf
BC DL 1 O.Opsf
""' ' ` _ ' '
BC ILL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG oa-11-zozl
O/A LEN. 30907
DUR.FAC. 1.25
JOB* BID561
SPACING 24.0"
TYPE JACK
J0b:(E31o5ti1) /Uelanunty tslvoa l i t.0-3u
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Lt Wedge: 2x4 SP #3;
Wind loading based on both gable and hip roof types.
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
12
3 p
3'2"2
i— 1'3"9 + 10"9
1'1"11
R=211# U=202# RL=142# W=3"8
(Rigid Surface)
I nw u
170 mph wind, 18.58 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, 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.
In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
...Deflection.meets U360.,1ive 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.
T1
1113X7
- 5'11"9
R=297# U=230# W=6"
(Rigid Surface)
3'9"7
R=77# U=77# NAILED
o_
rN
O
(V
R=43# NAILED
DESC. = CJ3D SEQ = 135147
PLT.TYP.-WAVE DESIGN CRIT=FBC7THED202(VTPI-2D14FT/RT=20%(0%)110(0) QTY=1 TOTAL=1 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST.TRUSS, INC. _ _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
7737286-370Q
••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
WTH 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 ANSIlrPI 1-1995 SECTION 2.
T • STILES
P E ET
PE# 49ZOO
CA# 27785
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 20.0p sf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.OpSf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 30907
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0" s
TYPE JACK
I_ob•(131U5(j1) /uelanunty tsluoo I / jo J
Top chord 2x4 SP #2 170 mph wind, 19.22 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
Bot chord 2x4 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Lt Wedge: 2x4 SP #3;
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use purlins 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 2.00.
All wind load cases on this truss have a 1.33 duration factor.
m
T
fo
1
R=149# U=162# NAILED
01 -I
5�9„
R=322# U=196# RL=122# W=6"
(Rigid Surface)
5'9"10
R=88# U=7# NAILED
DESC.= J5 SEQ = 135066
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2020rrPI-2014FT/RT=20%(0%U10(0) QTY= 4 TOTAL= 4 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS,-INC. •.••-
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772 786-3700 ,,
**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
_ P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0�1sf
Y
TC DL 15.Opsf
BC DL 10.Opsf
BC LL 0 Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 50900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
ITYPE EJACK
Job:(BID561) /Delahunty BID561 / J5A THIS DWG. PREPARtU by I HI- ALPINE: JUb UESIGNtH FKUUK( Uvl rKUIVI I muoo IvIrm o LAY UV I
Top chord 2x4 SP 2850f-2.3E 170 mph wind, 19.24 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D,
Bot chord 2x4 SP #2 wind TC 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.
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use purlins 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 2.00.
All wind load cases on this truss have a 1.33 duration factor. u
1
R=268# U=168# RL=121# W=8"
(Rigid Surface)
5'9"
3'1"
R=716 U=205# NAILED
i
1
R=67# NAILED
DESC. = J5A SEQ = 135030
PLT. TYP.-WAVE DESIGN CRIT-MCITMED2020/TPI-2014FT1RT=20%(0%u10(0) QTY= 3 TOTAL= 3 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST.TRUSS, INC...
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
PALM CITY, FL 34990
772-296-3700
..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
P E ET
"- '-:
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0p sf
TC DIL 15.Opsf
BC DL 10.Opsf
"^ """
BC LL O.Opsf
TOT.LD. 45.Opsf
REF -
DATE
R 08-11-2021
I I
O/A LEN. 50900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
TYPE EJACK
)b:(BID561) /Delahunty F3lubbl / ,Jbb THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGKAM FKUM I RUSS MFR'S LAYOUT
Top chord 2x4 SP #2 (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3; 170 mph wind, 19.22 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP D,
wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
Wind loading based on both gable and hip roof,types.
In lieu of rigid ceiling use purlins 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 2.00.
All wind load cases on this truss have a 1.33 duration factor.
1
2,4"
R=16 # U=162# NAILED
P..r 3,5„ + 2-4" _ 1
R=328# U=199# RL=122# W=8"
(Rigid Surface)
5'9"10
R=57# U=4# NAILED
DESC. = J513 SEQ = 135047
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2D20frP1-2014FT/RT=20%(0%)/10(0) QTY= 3 TOTAL= 3 REV. 20.02.01A.1209.10 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
STILES
T
TC LL 20.Opsf
REF
DATE
KOST TRUSS, c , _
- ._ <.
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 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
RESPONSIBLE FOR ANY DEVIATiON:FROMTHIS DESIGN;. -ANY -FAILURE TO BUILD THE TRUSSES IN CONFORMANCE'
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND 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.
.
P E ET
_
pE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC DL 15.Opsf
BC DL 1 O.Opsf
BC LL O.Opsf
TOT,LD, 45.Opsf
DRWG DB-11-2021
O/A LEN. 50900
DUR.FAC. 1.25
JOB* BID561
SPACING 24.0"
TYPE EJACK
)b•(BID561) /Delahunty 13I13561 I JOU I rnb uvvU. rmrrmmru VT I nr HLrIINC JU0 uroiUnEn rnw,.,, 11-. ,
Top chord 2x4 SP #2 170 mph wind, 19.22 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D,
Bot chord 2x4 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Lt Wedge: 2x4 SP #3; Wind loads and reactions based on MWFRS with additional C&C member design.
Wind loading based on both gable and hip roof types. _ Left cantilever is exposed to wind
Bottom.chord checked for 10.00 psf nomconcurrent live load. _ - -1n lieu of rigid ceiling use purlins to brace BC @•24'.' oc.
All wind load cases, on this truss have a 1.33 duration factor. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00
1
R=271# U=162# RL=122# W=6"
(Rigid Surface)
6"4
5'1"10 } 81,—..I
R=-150# Rw=-159# U=73# NAILED
62"12 -i- 6"4 ___ I
5'9"10
R=491# U=406# W=8"
(Rigid Surface)
R=-95# Rw=34# U=59# NAILED
DESC. = J5C SEQ = 135126
PLT. TYP-WAVE DESIGN CRIT=FBC7rHED2D20fTPI-2014FT/RT=20%(0%y10(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.10 SCALE=1.0000
KO$T TRUSS, INC. : - -;
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
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
_ P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0 sf
p
TC DL 15.Opsf
BC DL 10.Opsf"
""" ' ' " " - -
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRwG 08-11-2021
O/A LEN. 50900
DUR.FAC. 1.25
JOB #: BID561
SPACING 24.0"
JTYPE EJACK
)oo:(tituob-i) /uelanunry 131uoo I / Iviv I
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
Defiection meets L/360 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.
11110 UVVV. Yf[ 1-MMCU DT In=HLI-11VC JVD-01----- vVI
170 mph wind, 19.60 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, 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.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWGS VALTN160118 and VAL180160118 for valley details.
R=91plf U=100plf RL=14plf W=3'11"
(Rigid Surface)
DESC. = MV1 SEQ = 135132
PLT. TYP; WAVE DESIGN CRIT=FBUTHED20201rP1-2014FT/RT=20%(0%y1x0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS, INC....
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:FROMXHIS 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 ANSIrrPI 1-1995 SECTION 2.
T . STILES
P E ET
PE# 49200 v
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0t1Sf
Y
TIC DL 15.Opsf
BC DL 1 O.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE
DRWG 08-11-2021
O/A LEN. 31100
DUR.FAC. 1.25
JQB #: BID561
SPACING 24.0"
TYPE VAL