HomeMy WebLinkAboutApproved Truss Drawings Project Information:
Name:
Kost Truss, Inc DELAHUNTY CONSTRUCTION CK5255
4175 SW Martin Highway Address:
B
Palm City, FL 34990 AYSINGERCABANA
(772)286-3700 cry,State,zip:
GENERAL TRUSS ENGINEERING CRITERIA&DESIGN LOADS:
Building Code&Chapter Computer Program Used. VIEW by Alpine
FBC 7th Ed.2020 Res.
Gravity. 45 sf Roof Total Load Gravity:
p 55 psf Floor Total Load
Wind., 170
mph from ASCE 7-16 code
This package includes a Truss Index Sheet and 9 individual truss design drawings,together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of
Professional Regulations.
��1111111//�
L E-__ F pte: Furthermore, the responsibility of the undersigned is solely limited to the
\�� ,.•�- -`F �i�� design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
200
Delegated Engineer: T.Stiles Peet, P.E.,S.E.
STATE OF :0;v\ZZ
i�4�• -�( Professional Structural Consultants
�i, O,�•.FL 05t1DP•' Stiles Engineering Group, Inc.
FL Reg Nos: PE#49200 CA#27788
850 NW Federal Hwy,Suite 172 . Stuart, FL 34994
TEL: 772-223-9883 FAX:772-223-9502
No. Truss .• Date
1 Al 05/17/21
2 A2 05/17/21
3 A3 05/17/21
4 A4 05/17/21
5 CA 05/17/21
6 CJ3 05/17/21
7 CJ5 05/17/21
8 EJ7 05/17/21 C*
9 HJ10 05/17/21 �l�S " coo
REVIEWED FOR
CO PLIANCE
ICODE
6--,
2 � / ��'m LI�C9E COUNTY
� s Q OCC
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un .Fr
HomeBASE by Alpine Page 1 of 1
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D n JOB DESCRIPTION:DELAHUNTY CONSTRUCTION CK KOST TRUSS,INC.
m O JOB ADDRESS:BAYSINGER CABANA ROOF AND FLOOR TRUSSES
2 00 BUILDER:Fill in later
Z N z 4175 SW MARTIN HWY
O 0
PALM CITY,FL 34990
772-286-3700
Job:(CK5255)/DELAHUNTY CONSTRUCTION CK/Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 2 Complete Trusses Required
Bot chord 2x4 SP#2
Webs 2x4 SP#3
Special loads Nail Schedule:0.120"x3",min.nails
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) Top Chord:1 Row @12.00"o.c.
TC:From 73 plf at-7.1 to 73 plf at 7
TC;From 36 plf.at .00 to 36.plf at 17.6 Webs :1 Row Bot Chord:1 Row @12.00"o.c.
.67 b 4 o.c.
etween rows and stagger nails
TC:From 73 plf at 17.67 to 73 plf at 26.78 Use equal spacing
BC:From 4 plf at-2.11 to 4 plf at 0.00 in each row to avoid splitting.
BC:From 20 plf at 7.03 to 20 plf at 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bld not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
BC:From 10 plf at 7.03 to 10 plf at 17.64 4.6wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 g,
BC:From 20 plf at 17.64 to 20 plf at 24.67
BC:From 4 plf at 24.67 to 4 plf at 26.78 Wind loads and reactions based on MWFRS.
TC:216.48 lb Conc.Load at 7.06,9.06,11.06,12.33
1 7.60
BC:517.33 Ito Conc.Load at 7.03,17.64 Wind loading based on both gable and hip roof types.
BC: 7.33
BC:122.41 Ito Conc.Load at 9.06,11.06,12.33,13.60 In lieu of rigid ceiling use urlins to brace BC 24"oc.
15.60 9 g p @
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.
2160 2160 2160 2160
TO"12 -+- 2' 21-��2' 1 1-3-''� 1 3"4 T 2' 21 2' 7'0"12 �{
7, 5'4" 5,4" 7'
=5X7 1111.5X4 T2 =5X7
T 12 T
5 �
T1 W1 W _
W1 W2 W1 T1 0
1 =3X7(A1 =3X7(A1)
4'1
B1 1111.5X4 =5X7 III1.5X4
B1
r 24'8"
7' 5,4" 5'4" 7
7'0"6 2'0"6 2 122A 1'3"41 1'3�`2, 2,0"6��7,0"6 �{
_
5170 1720 122N 5170
R=2633# U=1283#W=8" R=2633# U=1283#W=8"
(Rigid Surface) (Rigid Surface)
DESC.= Al SEQ= 51156
PLT.TYP.-WAVE DESIGN CRIT=FBC7THEDZYVTP1-2014FT1RT=20%(0%U10(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.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
KOST TRUSS INC... , COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG 07-14-2021
,
•..c.-____ RESPONSIBLE FOR ANY DEVIATION FF;OM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES 14CONFORMANCE
ROOF AND FLOOR TRUSSES WITH TPI;OR FABRICATING,HANDLING-SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
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 O/A LEN. 240800
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 850 NW Federal Hwy, DURYAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,72FL 34994 SPACING 24.0" TYPE HIPS
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
JOb:(CK5255)/DELAHUNTY CONSTRUCTION CK/A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP 2850f-2.3E 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT Il,EXP C,
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 both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use pudins to brace BC @ 24"oc.
Bottom chord checked for 10.00 psf non-concurrent live load.
:.v,..•, a. __- eflection: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.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
f
9
4'914 47"2 6,8" 4'2"2 I~-4'9"14
T �6X8 T2 =4X8
5 1�2 a T1 W2 W2
�1.5X 1.5 X4
M
v W3
T1 0
W1
=_3X5(A1 =3X5(A1)
4'1
B1 =5X7 B2 =5X7 B3
r 24'6" _I
9.
2,
R=1299#U=1044# RL=215/-215#W=8" R=1299# U=1044#W=8"
(Rigid Surface) (Rigid Surface)
DESC.= A2 SEQ= 51148
PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rTPI-2014FT/RT-20%(0%)/10(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 T. STILES TIC LL 20.Opsf REF
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 P E ET TIC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
KOST,.TRUSS,INC. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG 07-14-2021
. .......,,. 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 PE##49200 BC LL O.Opsf CK
WTH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
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 O/A LEN. 240800
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITYAND USE OFTHISCOMPONENT FORANY PARTICULAR BUILDING ISTHE RESPONSIBILITY OFTHE Stuart,FL34994 SPACING 24.0" 1 TYPE HIPS
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job:(CK5255)/DELAHUNTY CONSTRUCTION CK/A3 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 9.00 ft from roof edge,RISK CAT II,EXP C,
Bot chord 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 CBC.
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use pudins to brace BC @ 24"oc.
Bottom chord checked for 10.00 psf non-concurrent live load.
:>.e_. _, _.::. _:_•ct::,-;- _:..1,_,• _ Deflection-meets L/360•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.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
11 2'8'
h• 5714 572 2'8" 522 5'914—�
5z4X8 T3=5X7
T2
T2
12 W3 W3
5 p m5X7 5X7
� W -
T1 um
W1 W2 W1 T1
=3X5(A1 =3X5(A1)
<�1
B1 1111.5X4 =5X7 =3X5 B2 =5X7 B3
24'8" _I
�—5'914 + 522 2'8" 522 5'9"14
R=1299# U=930#RL=247/-247#W=8" R=1299# U=930#W=8"
(Rigid Surface) (Rigid Surface)
DESC.= A3 SEQ= 51149
PLT.TYP.-WAVE DESIGN CRIT=FBC7THED2020rrPI.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. T. STILES TIC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583• P
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 P E E T TICDL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
KOST TRUSS,INC,. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG 07-14-2021
__ RESPONSIDLE FOR ANY DEVIATION FRONT THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN-CONFORMANCE _ . . _-
"'--' WITH TPI;OR-FABRICATING,HANDLING-,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS -
PE#49200 BC LL 0•OpS CK
ROOF AND FLOOR TRUSSES 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 CA#27788 TOT,LD. 45.Opsf O/A LEN. 240800
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE Suite 172
772-286-3700 SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0" TYPE HIPS
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
JOb:(CK5255)/DELAHUNTY CONSTRUCTION CK/A4 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 9.00 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 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 pudins to brace BC @ 24"oc.
Bottom chord checked for 10.00 psf non-concurrent live load. ._..,;-.Deflection meets.L/360Ave.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.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
12'4" -{- 12'4" -1
r 65"14 5'10"2 5'10"2 6'514
=4X6
T2
T2
12 W
5 p goo 5X7 ZSX7
10
n
T1 W2 W
W1
T1
=3X5(A1 =3X5(A1)
P1Eia
61 - Ez5X7 B2 =5X7 81
24-8„ -
8,5„4 + T97 8'5"4
2—"�
R=1295# U=855#RL=268/-268#W=B" R=1295#U=854#W=8"
(Rigid Surface) (Rigid Surface)
DESC.= A4 SEQ= 51150
PLT.TYP:WAVE DESIGN CRIT=FSC7THED2020/rP14014 FT/RT=20%(0%)/10(0) QTY=2 TOTAL=2 REV. 20.02.01 A.1209.11 SCALE=0.2500
**WARNING*.TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING SHIPPING,INSTALLING AND BRACING. T. STILES TIC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 P E ET TIC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
KOST_TRU.SS,INC. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 1 O.Opsf DRWG 07-14-2021
_ _= RESPONSIBLE FOR-ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO.BUILD-THE TRUSSES IN CONFORMANCE...: - ,.;_-- ,•<; r - -_-- _ _
ROOF AND FLOOR TRUSSES WITH TPI;OR FABRICATING;HANDLING,SHIPPING,INSTALLING AND BRACING-OF TRUSSES. DESIGN CONFORMS- .. PE#49200 BC LE O.Opsf CK
WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION ION PUBLISHED
LISHED 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 CA#27788 TOT•LD. 45.Opsf O/A LEN. 240800
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0" TYPE COMN
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job:(CK5255)/DELAHUNTY CONSTRUCTION CK/HJ10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chard 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 -0 pif at-2.91 to 71 plf at-0.08
TC:From 2 plf at-0.08 to 2 plf at 9.90
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, BC:From 0 plf at-2.91 to 4 plf at-0.08
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 2 pit at 0.00 to 2 plf at 9.90
TC:-133.18 lb Conc.Load at 1.48
.Wind loads and reactions based on-MWFRS. TC:110.92 lb Conc.Load at 4.31 .
TC:275.22 lb Conc.Load at 7.13
Wind loading based on both gable and hip roof types. BC:-14.82 lb Conc.Load at 1.48
BC:84.59 lb Conc.Load at 4.31
(J)Hanger Support Required,by others BC:173.77 lb Conc.Load at 7.13
In lieu of rigid ceiling use purlins to brace BC @ 24"oc. -733�Nt� a Right end vertEM not exposed to wind pressure.
V5"12 T 2'9"15 2'9"15 2'9"3 �j,
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf no
live load.
All wind load cases on this truss have a 1.33 duratipn factor.
j- 5'4"9 4'5"4
Ill1.5X
�1.5X W2
ro 12 T1 n
3.54 p
N <V
O
V
W1
,9T, =3X5(A1
B1 1114X6(R)
r- 9 10 13
9'9"13 -
f 2'9"15 + 9'913 _a
�-T512 2'9"15 2'9"15 2'9"3
Bsa
-tsa t7aa
R=473# U=577#W=11"5 R=395# U=251#
(Rigid Surface) H=H1
DESC.= HJ10 SEQ= 51155
PLT.TYP.-WAVE DESIGN CRIT=FBC7THED20201TPI-2014FT/RT=20%(0%ut0(0) QTY=4 TOTAL=4 REV. 20.02.01A.1209.11 SCALE=0.5000
**WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI TRUSS PLATE INSTITUTE,583 TC LL 20.0 sf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES P
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
KOST TRUSS,INC,
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE EIC DL 10.Opsf DRWG 07-14-2021
_ _ RESPONSIBLE_ FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE-TO BUILD THE TRUSSE3IN CONFORMANCE I- __'_-- _- - - _ _ -
ROOF AND FLOOR TRUSSES WITH TPI;OR FABRICATING,HANDLING-,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49ZOO BC LL O ..OPSf CK
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 CA#27788 TOT,LD. 45.Opsf O/A LEN. 91013
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0" TYPE HIP JACK
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. -
Job:(CK5255)/DELAHUNTY CONSTRUCTION CK/CJ1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP 2850f-2.3E 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 puriins to brace BC @ 24"oc.
_.All.wind load cases.on truss:have.a.1.33.duratwn.factor... ,- Deflection,meets:L360.live and.U240 total.load:Creep increase•factor for dead load is 2.00.-
R=-144# Rw=509#U=178# NAILED
T =3X5(A1
12
T 5 p T1
11II 1
fo
81
2'
R=429#Rw-461# U=1244# RL=2701-50#W=8"
(Rigid Surface)
R=-35# Rvr141#U=43# NAILED
DESC.= CJ1 SEQ= 51151
PLT.TYP.-WAVE DESIGN CRIWBUTHED2020/TPI-2014FT/RT=20%(0%y10(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. T. STILES p
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI RUSS PLATE INSTITUTE,583 TC LL 20.0 sf REF
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 P E ET TC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
KOST TRUSS,-INC. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 1 O.Opsf DRWG 07-14-2021
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' PE#49200_ BC LL O.OPSf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST _
4175 SW MARTIN HWY AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD. 45.0PSf O/A LEN. 1
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0" TYPE JACK
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job:(CK5255)/DELAHUNTY CONSTRUCTION CK/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.
Deflection meets�IJW Iive.and.L1240 total.load..Cree increase.factor for dead load-is-2.00.. :--•.•. —,
-All wind lead cases on thisaruss have.:a:1;.33.:duration.factoc�.,..:.::.>:-..._ - �. - :-- _ •:-.:•_.,�-....�. p - •-''
R=55# U=136# NAILED
T1 n
12
5 p
-3X5(A1 1
v
T N
Q
1
B1
3'
2,
R=369# U=574#RL=276/-65#W=8" R=42# Rw=55# U=12# NAILED
(Rigid Surface)
= SEQ= 51152
DESC. CJ3
H D2D2Grr I-2014FT/RT=20%0%1100
PLT.TYP.-WAVE DESIGN CRIT-FBC7T E P ( ) () 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. T. STILES TC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 P E E T TC DL 15.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 BC DL 10.Opsf DRWG 07-14-2021
.KQST TRUSS,INC.. "
_ RESPONSIBLE FOR ANY DEVIATION FRorr.TI-IIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
""--` WITH TPI;ORTFABRICATING,HANDLING;SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS '-" -- � BC LL O.Opsf _CK
ROOF AND FLOOR TRUSSES WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PE#49200
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 O/A LEN. 3
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0° TYPE JACK
BUILDING DESIGNER PER ANSUTPI 1-1995 SECTION 2.
Job:(CK5255)/DELAHUNTY CONSTRUCTION CK/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 II,EXP C,
Bat 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.on this truss have.a_1:33,duration factor::J., .. .,Deflection meets.U360.live:and-U240 total Ioad..Creep increase factor-for.dead load is.2.00:-- --
R=138# U=280# NAILED
T1
n 12 n
rV
l+l
=3X5(A1
T
4•t
1
B1
5'
2' —{
R=434#U=580# RL=361/-79#W=8" R=87# NAILED
(Rigid Surface)
DESC.= CJ5 SEQ= 51153
PLT.TYP.-WAVE DESIGN CRIT=F8GTTHED202DrrPI-2D14FT/RT=20%(0%)/10(0) QTY=8 TOTAL=8 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,583 TC LL 20.Opsf REF 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 P E E T TC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
KOST TRUSS,INC. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE EIC DL v 1 O.Opsf DRWG 07-14-2021
- RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMA14CE _ _ - _ _ _ _--
ROOF AND FLOOR TRUSSES WITH7PI;OR FABRICATING,HANDLING,SHIPPING,,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 EIC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
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 O/A LEN. 5
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0" TYPE JACK
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
JDb:(CK5255)/DELAHUNTY CONSTRUCTION CK/ER THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP 2850f-2.3E 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TIC 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 purlins to brace BC @ 24"oc.
,Ell.wind load-cases,on this.truss_have.a 1.33.duration.factor,:_....:*:_.. :-:.:,:_.. -W.-z_._ ,.,:._ _ :Deflection meets L/360 live.and.L/240.total.load.Creep increase factor for-dead.load Js 2 00
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
R=216# U=371# NAILED
12 T1
in 5
in in
0
3X5(A1
T
4.1
1
B1
7
�2'�
R=516# U=581#RL=424/-93#W=8" R=122# NAILED
(Rigid Surface)
DESC.= ER SEQ= 51154
PLT.TYP.-WAVE DESIGN CRIT=FBC7THEDMMrrP1-2014FT/RT=20%(0%)110(0) QTY=14 TOTAL=14 REV. 20.02.01A.1209.11 SCALE=0.5000
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. TIC ILL T. STILES 20.0P sf 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 PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT"FURNISH A
COST TRUSS,INC.—. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10 Opsf DRWG 07-14-2021
_ _ _ RESPONSIBLE FOR ANY DEVIATICN FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSESJN.CONFORMANCE _ -
ROOF AND FLOOR TRUSSES WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL psf: CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
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 O/A LEN. 7
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 850 NW Federal Hwy, DUR.FAC. 1.25 JOB#:CK5255
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Suite 172
772-286-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Stuart,FL 34994 SPACING 24.0" TYPE EJACK
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.