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JOB DESCRIPTION: DELAHUNITY CONSTR CK5253
JOB ADDRESS: BAYSINGER GARAGE
BUILDER: Fill in later
9
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
Job:(CK5253) /DELAHUNITY CONSTR CK5253 / Al
Top chord 2x4 SP #2 T2,T3 2x4 SP 2850f-2.3E;
Bat chord 2x4 SP 2850f-2.3E
Webs 2x4 SP #3
Special loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 71 plf at -2.07 to 71 plf at 7.00
TC:.F.rom. 35 plf at 7.00 to 35 plf at 21.00 ; _-
TC: From 71 plf at 21.00 to 71 plf at 30.07
BC: From 4 plf at -2.07 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.15
BC: From 10 plf at 7.15 to 10 plf at 20.85
BC: From 20 plf at 20.B5 to 20 plf at 28.00
BC: From 4 plf at 28.00 to 4 plf at 30.07
TC: 211.15 lb Conc. Load at 7.06, 9.06,11.06,13.06
14.94,16.94,18.94,20.94
BC: 523.16 lb Conc. Load at 7.03,20.97
BC: 119.11 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
2 Complete Trusses Required
Nail Schedule:0.120"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" 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, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,
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 L/240 total load. Creep increase factor for dead load is 2.00.
All wind load cases on this truss have a 1.33 duration factor.
2110 2110 2119 2110
2119 211# 211s 211#
1- TO"12 - + - 2' ---t 2' ----f �- 2'--4- 1,10.8 - 2' 2' --t-- 2' - - 7'0"12
I� 7' 114' 7' �1
I- 7' 14'8"9 4'6"13
7'
T
SD
N
1
i 28' -I
I~T
2'��
4'8"9 4'6"13 4'8"9
7',,
I-- 2' --i
I- 7'0"6 2 0 6 1-�-i� 2- 2 I19fj -- 1 10 8 +j- 2 1� 2 � 2 0 6 52J 7,0"6
523# 19� 1194 119# 119#
R=2834# U=1234# W=8" R=2834# U=1234# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= Al SEQ = 48768
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED20201rP1-2014FVRT=20%(0%)110(0) QTY= 2 PLIES= 2 TOTAL= 4 REV. 20.02.01A.1209.11 SCALE=0.2500
..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
TC LL 20.0$f
p
REF
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 PRACS P� TICE(O=-EEREORMIbIG-THESE
FUNCTIONS-ONCESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
`. J- V
�. V T 11.FC
-
TC DL T5.Opsf
DATE
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
P E ET
BC DL 10.Opsf
DRWG 08-03-2021
K�JST TRUSS, INC. "RESPONSIBLE
FOR ANY DEVIATION FROM THIS DESIGN -,,ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
CK
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
PE# 49200
Bc LL O:Opsf
ROOF AND FLOOR TRUSSES
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
O/A LEN. 28
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
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
I DUR.FAC. 1.25
JOB #: CK5253
PALM CITY, FL 34990
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
850 NW Federal Hwy,
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SPACING 24.D"
TYPE HIPS
772-286-3700
SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
RI III n1mrr nCalrrMCD DGD AMIZIrDI 1-10QS RFr:TIr)M
Stuart, FL 34994
Jbb:(CK5253) /DELAHUNITY CONSTR CK5253 / A2
Top chord 2x4 SP 2850f-2.3E
Bot chord 2x4 SP 2850f-2.3E B2 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.
fi
—2'--.j
R=1426# U=1278# RL=65/-65# W=8"
(Rigid Surface)
9'
9'
3'11"8 5'
5'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,
wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
_.Deflection meets, L-/3.60:Iive and,U240-total load. Creep increase factor for•dead load is 2.00> - -
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
10, -{- 9.
5' 3111"8 + 5'0"8 �I
5'
9' I
�--2'
R=1426# U=1278# W=8"
(Rigid Surface)
DESC. = A2
PUT.TYP.-WAVE DESIGN CRIT=FBC7THED2020ITPI-2014FTIRT=20%(0%U10(0) QTY=2 TOTAL=2 REV. 20.02.01A.1209.11
"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
TICLL 20.Opsf
D'ON01_RIQA-UIIE_209 _MAD1SON. W1_W719)_EOR_SAFETY PRACSIC�S PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
.
TC-D1_ 1 5..OpSf
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
P E ET
BC DL 10.Opsf
KOST TRUSS, INC...___
RESPONSIBLE FOR ANY DEVIATION.F.ROM THIS DESIGN;,ANY FAILURE TO BUILD THE TRUSSES'IN,CONFORMANCE s,
' -
T=" '—_ '•-""`"'
`,
ROOF AND FLOOR TRUSSES
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
_ _
PE# 49200
BC LL O.Opsf
WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
45.Opsf
4175 SW MARTIN H WY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE
TOT.LD.
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
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SPACING 24.QII
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
01 111 IIIM(_ I QtC _KIPP =0 GAICITDI •I_1009 gPrTInM 7
Stuart, FL 34994
SEQ = 48759
SCALE=0.2500
REF
I DRWG o8 03-2021
O/A LEN. 28
JOB #: CK5253
TYPE HIPS
lob:(CK5253) /DELAHUNITY CONSTR CK5253 / A3
Top chord 2x4 SP 2850f-2.3E
Bot chord 2x4 SP 2850f-2.3E
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.
��i wind load cases on this truss have a 1.33 duration factor.
6'0"8
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
,, •:..c,; •, ; .,;_ .;..:...:..,., , _.-Deflection meets L/360;Iive and.L/24.0 total load. Creep increase factor for dead load is 2.00. . -
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
6'
4'11"B 1 6'
4'11"8
En
6'0"8
=5X10 T2 =5X7
T ,2
3 v T1
v =1.5X4 W2 W2 -1.5X4
o W3 T1
M W1
=3X7(A1=3X7(A1)
11 3_4FiEl
B1 =5X7 B2 =5X7 63
In
�--- 2' --j
R=1426# U=1196# RL=72/-72# W=8"
(Rigid Surface)
28'
6'
19
�-- 2--.
R=1426# U=1196# W=8"
(Rigid Surface)
DESC. = A3 SEQ = 48763
PLT. TYP.-WAVE DESIGN CRIT=FBC7rHED2D201rP1-2014FT/RT=20%(0%)110(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.11 SCALE=0.2500
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS —UNLESS -OFHERWISE-INDICATED,-TOP-CHORD-SHALL-HAVE-PROPERLY-A-T-PACHED-STRUC—TURAL;
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
TC LL 20.0 Sf
p
T-C-D, 15zOpsf
BC DL 10.Opsf
'
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
-DATE
KOST-TRUSS, INC. W
ROOF AND FLOOR TRUSSES y
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DRWG 08-03-2021
CK
O/A LEN. 28
DUR.FAC. 1.25
JOB #: CK5253
SPACING 24.0"
ITYPE HIPS
Job:(CK5253) /DELAHUNITY CONSTR CK5253 / A4
Top chord 2x4 SP #2 T1 2x4 SP 2850f-2.3E;
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.
f-- 2 --I
R=1423# U=1110# RL=80/-80# W=8"
(Rigid Surface)
DESC. = A4
PLT. TYP.-WAVE
KOSTTRUSS,.INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
13'
TO"8
TO"8
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
„ _, .,._ Deflection. meets L/360. live.and-L/240;total load. -Creep. increase factor for dead load.is 2 0D
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
2'
5'11"8 — 1 2' 1— 611"8
n
28'
5'11"B-T-2' + 5'11"8
DESIGN CRIT=FBCTrHED2020lrP1-2014 FT/RT-M%(0%)110(0) QTY= 2 TOTAL= 2
"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 CRORb-SRAT_E HAVE-PROPEREY AI A-CREDSTRUCTURAt
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
13'
7-0--8 —mil
7'0"8
R=1423# U=1110# W=8"
(Rigid Surface)
REV. 20.02.01 A.1209.11
T. STILES
TC LL
20.Opsf
�GDL
'I5:Opsf—
PEET
BC DL
1 O.Opsf
O:Opsf
PE# 49200
BC LL
CA# 27788
TOT.LD.
45.Opsf
850 NW Federal Hwy,
DUR.FAC.
1.25
Suite 172
Stuart, FL 34994
SPACING
24.0"
SEQ = 48761
SCALE=0.2500
REF
DRWG 08-03-2021
CK
O/A LEN. 28
JOB* CK5253
-TYPE HIPS
)b:(CK5253) /DELAHUNITY CONSTR CK5253 / A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP 2850f-2.3E T2 2x4 SP #2; 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,
Bot chord 2x4 SP 2850f-2.3E B2 2x4 SP #2; wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Wind loads and reactions based on both MWFRS and C&C.
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.
r-:Deflection meets U3B0.live and U240 total load. Creep increase factor for.dead load is 2.00..Al wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
14'
7'6"8
6'5"8
28'
6'5"8
14'
7'6"8
R=1423# U=1067# RL=84/-84# W=8"
(Rigid Surface)
R=1423# U=1067# W=8"
(Rigid Surface)
DESC. = A5
PLT. TYP.-WAVE
DESIGN CRIT=FBC7rHED2020rrPI-2014 FT/RT=20%(0%)f10(0) QTY= 5 TOTAL= 5
REV. 20.02.01 A.1209.11
SEQ = 48756
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
D'ONOFRIO-DR.,-SUITE200,MADISON WI_53Z19)-EOR-SAFETY.PRAGBCES�BLOBSO�ERFORMINGTHESE
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 PROFESS ONAL 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 ET
' '"' --'" "'
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 20.0 Sf
p
TC-DL 1-5-.Opsf
BC DL 10.Opsf
.....
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
-BATE
KOST.TRUSS,INC. _ - .., �; . _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DRWG 08-03-2021
CK
O/A LEN. 28
DUR.FAC. 1.25
JOB #: CK5253
SPACING 24.0"
TYPE COMN
)D:(LA\0Z00) /UCL.Ar1U1V1 I T k UIVJ I rc I,nOLDJ / r-IJ I
Top chord 2x4 SP #2
Bot chord 2x4 SP 2850f-2.3E
Webs 2x4 SP #3
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on. MWF.RS._,._
Wind loading based on both gable and hip roof types.
(J) Hanger Support Required, by others
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.
DESC. = HA 0
PLT. TYP.-WAVE
i- 2'9"15
I No UyV V. rRCrnrtCu o
Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -2.88 to 70 plf at -0.05
TC: From 2 plf at -0.05 to 2 plf at 9.90
BC: From 0 plf at -2.88 to 4 plf at -0.05
BC: From 2 plf at 0.00 to 2 plf at 9.90
TC: 4.40 lb Conc. Load at 1.48
TC: 109.42 lb Conc. Load at 4.31 . -
TC: 265.35 lb Conc. Load at 7.13
BC: 79.90 lb Conc. Load at 4.31
BC: 170.241b Conc. Load at 7.13
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
4a 1
F- 1'5"12 ,t 2,9"15 !4 2'9"15
R=466# U=197# W=11"5
(Rigid Surface)
DESIGN CRIT=FBC7THED2020/TPI-2014
WARNING" TRUSSES REQUII
EFER TO HIB-91 (HANDLING It
4'3"11
5'6"5
9'10"13
9'9"13
9'9"13
2650+
I 2'9"3
4'1"8 dl
2,9"15 2'9"3 =j
eoa
nor
QTY= 4 TOTAL= 4 _
,NDLING, SHIPPING, INSTALLING AND
BY TPI (TRUSS PLATE INSTITUTE, 583
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
KOST TRUSS, INC,... .- _
-
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE- _
ROOF AND FLOOR 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
4175 SW MARTIN H WY
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
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
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER, PER ANSI/fPI_1-1995 SECTION 2.
R=404# U=166#
H=H1
REV. 20.02.01 A.1209.11
T. STILES
TCLL
20.Opsf
TC -D`
1-5:0psf--
P E ET
BC DL
10.Opsf
PE# 49200
BC LL
O.Opsf
CA# 27788
TOT.LD.
45.Opsf
850 NW Federal Hwy,
DUR.FAC.
1.25
Suite 172
Stuart, FL 34994
SPACING
24.0"
= 48764
_E=0.5000
REF
DRWG 08-03-2021
CK
O/A LEN. 91013
JOB #: CK5253
TYPE HIP JACK
JOb:(L;Kb1bJ) /UtzLAh1UNI I Y UUNci 1 K L;KbZbJ / L;J1
Top chord 2x4 SIP #2
Bot chord
Wind loads and reactions based on both MWFRS and C&C.
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. ,_.. . ... ......._. -
000 3'0"14
'
0, t 2'0"14
R=2/-37# Rw=77# U=11# NAILED
3 12
8T1
o_ o
0 0
2'0"14
3'0"14 _I
R=71# U=167#RL=153# NAILED R=169# U=491# W=8"
(Rigid Surface)
I HIS DWG. PHtPAKtU by I Ht ALPINt JUt3 UtSIGNtK PKUUKAM t-KUM IKUSS Mt-K'S LAY UU I
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=5.0 psf. GCpi(+/_)=0.18
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Shim all supports to solid.bearing. - • - • . • - - • . -
DESC.= CJ1 SEQ = 48752
DESIGN CRIT=FBC7THED2020 QTY= 8 TOTAL= 8 REV. 20.02.01A.1209.11 SCALE=1.0000
•`WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583- D'ONOFRie-DRSUITE 200,-MADISON-WI- T-Y 537-19)-FOR-SAFE-PRACTICE"RIOR T.0-P_EREORMINGTHESF
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 1-S:Opsf
BC DL 1 O.OpSf
BC LL O'.Opsf
TOT.LD. 45.Opsf
REF
'
KOST TRUSS, INC. - --- .,, •- ':--
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
PALM CITY, FL 34990
772-286-3700
-DATE
DRWG 08-03-2021
cl<
O/A LEN. 1
DUR.FAC. 1.25
JOB #: CK5253
SPACING 24.0"
TYPE JACK
Job:(CK5253) /DELAHUNITY CONSTR CK5253 / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, 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=5.0 psf. GCpi(+/-)=0.18
Wind loading based on both gable and hip roof types. Wind loads and reactions based on both MWFRS and C&C.
Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
-AII-wind load cases on this truss.have.aA.33 dutation.factor: -., - _: ... - ..Deflection meets U360live and,U240.totaliload. Creep increase factor for dead. load is-2..00:-- • -
DESC. = CJ3
PLT. TYP.-WAVE
KOST TRUSS, INC. - ,
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
3 p
3'
2' _I
R=358# U=611# RL=186# W=8"
(Rigid Surface)
DESIGN CRIT=FBCTTHED2020rrP1-2014 FTMT-M%(0%)/10(0) QTY= 8 TOTAL= 8
R=55# U=101# NAILED
v
0
o_
T 10
R=40# Rw=50# U=12# NAILED
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T STILES
(HANDLING
D'ONOFRIO DR. SUITE 200 MADISON W(53719)EOASAEETY PRACTICES-EMOR-TOP_EREORMING-THESF
.
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 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 --
PE# 49200
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
STEEL
CA# 27788
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.
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,
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
-- n 1v rwc,n�,vo - n�ICITOI.I , .. CCI�T.I 9
Stuart, FL 34994
REV. 20.02.01A.1209.11
SEQ = 48754
SCALE=1.0000
TC LL
20.Opsf
REF -
TC DL
BC DL
BC LL
TOT.LD.
15-Opsf
10.Opsf
0.0psf -
45.Opsf
DATE
DRWG 08-03-2021
CK
O/A LEN. 3
DUR.FAC.
1.25
JOB #: CK5253
SPACING
2,
TYPE JACK
Job:(CK5253) /DELAHUNITY CONSTR CK5253 / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP C,
Bot chord 2x4 SP #2 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 both MWFRS and CBC.
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 9n.this-truss. have, a.1.33 durationfactor. ,.. - Deflection.meets.L/360,live and L/240 total,load,Creep.increase factor -for dead load is 2:00. ,
12
3 p
5'
2' _ I
R=424# U=667# RL=256# W=8"
(Rigid Surface)
R=133# U=242# NAILED
R=85# U=4# NAILED
DESC. = CJ5 SEQ = 48757
PLT. TYP.-WAVE DESIGN CRIT=FBC7THE02020/rP1-2014FT/RT=20%(0%)/10(0) QTY= 8 TOTAL= 8 REV. 20.02.01A.1209.11 SCALE=1.0000
••WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR 0- REORMINGTiESF
FUNCTIONS�NLESS-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 16D 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
01 w rnn nocin_r100 oco AKI-o/ 1 1009 Q=rTinM
I
�� 14 - —
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 20.0 Sf
P
REF
TC DL T5.OpSf�—
BC DL 10.0PSf
BC LL O.OPSf
TOT.LD. 45.OPSf
DATE
KOST TRUSS, INC. -. .,
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
PALM CITY, FL 34990
772-286-3700
DRWG OB-03-2021
CK
O/A LEN. 5
DUR.FAC. 1.25
JOB #: CK5253
SPACING 24.0
TYPE JACK
JOD:(L.K5Z53) JUti-Ar-IUIVI I Y UUIVJ I K I;KbZD3 / tit
Top chord 2x4 SP 2850f-2.3E
Bot chord 2x4 SP #2
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.
I HIS UW(j. HKtPAKtU by I Ht ALHINt JUb UtbIU NtK rKUUKANI I'KUM I KUob MI-K'b LAYUU I
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=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
-Deflection meets,U360,five.and U240 total load-Creep.increase factor -for dead load.is 2.00.
MWFRS loads based on trusses located at (east 7.50 ft. from roof edge.
R=211# U=383# NAILED
12 T1
3 p
0 0
ry tV O_
SO
IV
3X5(A1
T
W14
1
B1
7'
I~— 2'
R=504# U=755# RL=326/-20# W=8"
(Rigid Surface)
R=119# U=11# NAILED
DESC. = EJ7 SEQ = 48753
PLT.TYP.-WAVE DESIGN CRIT=FBC7THED2020IrP1-2014FT/RT=20%(0%y10(0) QTY= 16 TOTAL= 16 1 REV. 20.02.01A.1209.11 SCALE=0.7500
"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. 58 1 T CT 11 P C JTCLL 20.Opsf I REF
KOST TRUSS, ING.=. _: _�-
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
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.
P E ET
__`
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
I L UL I J. V FrAI
BC DL 1 O.Opsf
'-
BC LL O.Opsf
TOT.LD. 45.Opsf
UA I t
DRWG 08-03-2021
CK
O/A LEN. 7
DUR.FAC. 1.25
JOB #: CK5253
SPACING 24.0"
TYPE EJACK
00
N 38N
y
o
o
�
0
wC.
CJ3
CJ5
5
4N.
I
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CJ3
CJ5
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V
C.
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I
CJ5
CJ3
n
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CJ5
CJ3
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es
JOB DESCRIPTION: DELAHUNITY CONSTR CK5253 KOST TRUSS, INC.
O > � p JOB ADDRESS: BAYSINGER GARAGE
ROOF AND FLOOR TRUSSES
m N 00 BUILDER: Fill in later 4175 SW MARTIN HWY
® w ® PALM CITY, FL 34990
. • 772-286-3700
f � a