HomeMy WebLinkAboutTrussFrom: JPI inc jpiinc@stlucieco.org
Subject: RE: Plan Review Comments- Permit # 2106-0335, Date 7/19/21
Date: July 29, 2021 at 11:25 AM
To: Jeffery Pauly jjpcbc.jp@gmail.com
Cc: William Durden DurdenW@stlucieco.org
Yes, for this permit bring in the original hard copy. If the front desk gives you a hard time
}� about being a Bluebeam submittal, tell them to call Andrew or William. IAECMvED
Andrew Manero
Ph: 772-462-1611
JUL 2 9 2021
St. I. 00 county
Permtt lM
If I can not be reached, please call William Durden at 772-462-1594 or email at durdenw@stlucieco.ora
From: Jeffery Pauly <jjpcbc.jp@gmail.com>
Sent: Thursday, July 29, 2021 11:03 AM
To: JPI inc <jpiinc@stlucieco.org>
Subject: Re: Plan Review Comments- Per It # 2106-0335, ate 7/19/21
SECURITY WARNING: This email originated from outside the County systems.
Please show caution when clicking links or opening attachments unless you
recognize the sender and know the content is safe.
The truss guy dose not have the program to sign , hasn't it on order, can I bring in a wet
seal set, thanks Jeff
On Jul 19, 2021, at 10:40 AM, JPI inc <jpiinc@stlucieco.org> wrote:
Thank You for choosing to do business and invest in St Lucie County. St Lucie County is
committed in assisting you to navigate the building review process. Please know that
county staff is committed to customer service and part of that service is providing
assistance and guidance with our processes. Please do not hesitate to contact us further
to discuss your building project as needed.
Please find the attached plan review comments which have been generated for your
permit. As soon as we receive the modified plans and any additional required documents
back from the Design Professional, Contractor, Fire Department or Owner we will forward
the permit package to our permitting department for issuance.
PLEASE NOTE:
(1) All review comments when answered will require a cover letter addressing where
the changes were made.
(2) All changes will be required to be clouded on the plans.
(3) The contractor when resubmitting will be required to insert the new updated
pages into the plans or if the contractor prefers, a revised complete set of plans can
be submitted.
(4) A submittal checklist will be required stating the type and quantity of documents
submitted for re -review signed and dated by the contractor.
(5) Any comment not addressed may be subject to an additional review fee per St.
Lucie county resolution #13-196.
Information:
Kost Truss, Inc
4175 SW Martin Highway
Palm City, FL 34990
(772) 286-3700
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
Name:
Jeff Pauley BID537A
Address:
Clough res. (w/ valleys)
City, state, zip:
Palm City (St. Lucie Co.), FL
Building Code & Chapter., Computer Program Used:
FBC 7th Ed. 2020 Res. VIEW by Alpine
Gravity: Gravity:
55 psf Roof Total Load 40 psf Floor Total Load
Wind. 170 mph from ASCE 7-16 code
This package includes a Truss Index Sheet and 30 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 61 G15-31.003 of the Florida Board of
Professional Regulations.
-Yry *
STATE OF
0.c� R10P.•'�:
�. i�c� • - - - - •-�
/..,/1
�4 ffll 1 11\0\
01 Note: Furthermore, the responsibility of the undersigned is solely limited to the
design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
* Delegated Engineer: T. Stiles Peet, P.E., S.E.
Professional Structural Consultants
Stiles Engineering Group, Inc.
%NNN
FL Reg Nos: PE# 49200 CA# 27788
850 NW Federal Hwy, Suite 172. Stuart, FL 34994
TEL: 772-223-9883 FAX:772-223-9502
RECEIVED
JUL 2 9 2021
St. Lucie County
Permitting
HomeBASE by Alpene Page 1 of 1
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TRUSS LAYOUT BY:
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4175 MARTIN HWY.
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PALM CITY, FL. 34990
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TRUSS LAYOUT FOR:
Clough res.
1316 Lancewood Ter.
Palm City (Harbour Ridge)
St. Lucie Co.
DESIGNED ROOF LOADS
TOP CHORD LL = 30
TOP CHORD DL = 15
BOT CHORD LL = 0
BOT CHORD DL = 10
TOTAL LOAD = 55# PSF
DESIGN CRITERIA: FBC 2020/TPI-07
WIND DESIGN CRITERIA: ASCE 7-16
WIND SPEED: 170 MPH
WIND EXPOSURE: "C"
BLDG. TYPE: Closed
ROOF PITCH: 5/12
O.H. LENGTH: 24"
(Cantilevered Overhang)
O.H. END CUT: Plumb
HEEL HGT: 7 1/4"
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NOTE: REFER TO THE INDIVIDUAL ENGINEERED TRUSS
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PROFILES FOR SPECIFIC TRUSS INFORMATION
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APPROVAL TO PROCEED W/ PRODUCTION:
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THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE
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INDIVIDUAL ENGINEERED TRUSS PROFILES HAVE BEEN REVIEWED
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CJ5 AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY:
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20'4"
24'6q.'=-;- - - - - """DRAWN BY: DKB- 61221 - ...•, ..�. -. _-. -
BID537A
PAGE NO:
1 OF 1
)b•(BID537A) /Jeff Pauley BID537A / Al 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 11, 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 MWFRS with additional C8C member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use puffins to brace BC @ 24" oc.
-,,.Bottom chard 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.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
13' 2'8" 13'
F� 2,4" + 4-2"1 6'5"15 2'8" 6'5"15 1 4'2"1 + 2'4" �{
T
�— 2,4" 1 V2"1 6.515 + 2'8" 65"15 i 471 - i 2'4" —+
28'8"
R=1619# U=287# RL=2071-207# W=8"
(Rigid Surface)
DESC. = Al
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2020RPI-2014FT/RT=20%(0%u10(0) QTY= 1 TOTAL= 1
**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
KOST TRUSS, INC: ,, : ,.. - RESPONSIBLE FOR ANY DEVIATION FROh1THIS DESIGN;.ANY FNILURE 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 HWY 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
772-296-3700 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
R=1619# U=287# W=8"
(Rigid Surface)
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
30.Opsf
TC DL
15.Opsf
BC DL
1.0.Opsf
'BC LL
O.Opsf
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 128128
SCALE=0.2500
REF
DRWG 06-05-2021 I
O/A LEN. 280800
JOB #: BID537A
TYPE HIPS
lob:(BID537A) /Jeff Pauley BID537A / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM I KUJJ MFKb LAruU I
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 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.
Left and right cantilevers are 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. h d
..Bottom chord c h ecked 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.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
f--2'4"—+ 47'14
13'1"10 -1- 2'24"13 1 11,11,10
=1- 6'6"12 -1- 2' 2'4"13 + 66"12 i— 3'2"14 ---+— 2'4"
�— 2' +non' 24'8" v --T_ 2' _..I
F--- 2'4" + 4714 + 6'6"12 4W'12 I 5'612 + 3714 2'4'
28'6"
R=1619# U=277# RL=209/-209# W=8" R=1619# U=289# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A2
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2=rPI-2014 F71RT=20%(0%y10(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
KOST TRUSS, INC.._ �� „- ,,, -..a.
..._ _
RESPONSIBLE FOR .ANY DEVIATION. FROM `THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES INZONFORMANCE
_
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
RI III r11Nr. nFSIGNER. PER ANRYTPI 1-1995 RFCTION 2.
T. STILES
PEET
FiL# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01 A.1209.10
TC LL
30.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf .
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 128184
SCALE=0.2500
REF
DATE
DRWG 06-05-2021
O/A LEN. 280800
JOB #: BID537A
TYPE SPEC
Job:(BID537A) /Jeff Pauley BID537A / A3
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Left and right cantilevers are 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.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge
DESC. = A3
PLT. TYP.-WAVE
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 MWFRS with additional C&C member design.
Wind loading based on both gable and hip roof types.
::•Bottom chard checked foc10.00.psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
13'1"10 + 4' -- 1 2'413 1 9111,10
[►-- 2,4" 1 4714 -{- 6'6"12 -i- 4' j=- 2,4"13 1 4,9"1 1 2'0"9 1 2,4" ---+
[-- 2'4" 1-- 4'2"14 + 6'6"12 + 6'4"12 + 6'9"10 + 2'4"
28'8"
R=1610# U=269# RL=209/-209# W=8"
(Rigid Surface) .
0
KOST TRUSS; •INS ,., _ _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DESIGN CRIT=FBC7rHED2020ITP1-2014
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 CONF.ORIMANCE
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND 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
R=1629# U=297# W=8"
(Rigid Surface)
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
30.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL -
OApsf
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 128186
SCALE=0.2500
REF
DATE
DRWG 06-05-2021
O/A LEN. 280800
JOB #: BID537A
TYPE SPEC
Job:(BID537A) /Jeff Pauley BID537A / A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Tap 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 11, 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 MWFRS with additional C&C member design.
Left and right cantilevers are 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 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 15.00 ft. from roof edge.
13,11,10
[--- 2'4" 1 4714 6'6"12
6' j= 24"13 7'1"10 —j
6' _} — 2'4"13 —+1 4,9"10 — . 2,4"
2'4" -1 4714 i 6'6"12 -}8'4"12 4'9"10 -}- 2'4-�
28'8"
R=1619# U=265# RL=209/-209# W=8"
(Rigid Surface)
R=1619# U=301# W=8"
(Rigid Surface)
DESC. = A4
PLT. TYP.-WAVE DESIGN CRIT=FBCTTHED20201rP1-2014 FTIRT-10%(0%y10(0) QTY= 1 TOTAL= 1
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIE-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, INC. - __ -' -
RESPONSIBLE FOR ANY DEVIATION FROM THIS'DESIGN; ANY FA(LURE°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 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
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Suite 172
Stuart, FL 34994
l
REV. 20.02.01 A.1209.10
TC LL
30.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 128188
SCALE=0.2500
REF
DATE
DRWG 06-05-2021
O/A LEN. 280800
JOB #: BID537A
TYPE SPEC
JOD:(tdIU03 /A) /J2II Fawey t11UO3//-H / AO I nio uvvu. rmmrr mmu oT I nC r Lrmm JUo ,
Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 it from roof edge, RISK CAT 11, 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 MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
In lieu of rigid ceiling use pur ins to brace BC @ 24" oc.
„--, - r .. ,.. _ - - N Bottom chord checked for 10.0 psf-non-concurrent live load.
- 0 ps
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.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
11' i 4,4" ♦ . - i 127
[-- 2.4" 1 3,2"1 {95"15 + 4'4" 1 1,2,• + 60"15 + 3-9--1 + 2-4"
m v
n N
()
2,4" -1 3,21 -}� 5,5"15 + 5'6" •i 610"15 -i- 3,9"1 -1 2-4"
28'B"
R=1619# U=543# RL=193/-194# W=8" R=1619# U=542# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A5
PLT. TYP: WAVE
KO ST TRQ!jS,. Nt -
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-296-3700
DESIGN CRIT=FBC7THED202VrPI-2Di4
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
T. STILES
PEET
Pr. E# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01 A.1209.10
TC LL
30.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL :
- 0.00sf
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 128182
SCALE=0.2500
REF
DATE
DRWG 06-05-2021
O/A LEN. 280800
JOB #: BID537A
TYPE SPEC
Job:(BID537A) /Jeff Pauley BID537A / A6
THIS DWG. PREPARED BY THE ALPINE JOB UE51GNtH VIiUUKHM t-KUm I KUws mrrca LATUU I
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 MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
Wind loading based on bath gable and hip roof types.
In lieu of rigid ceiling use purtins to brace BC @ 24" oc.
,-� _ ... .:.:.,�, � _... .. • :t . - � �-, ...,,
, _,., ., a ,,, ...._,. �.:.: „- .:: 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.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
9'
4'4" 1 2' 1 2,4"
In
2'4" — 1 1'11"12 +1 4'8"4 + 4'4" =1 2, i— 2,4" — 1 5151,15 1 3'21 i 2'4" --j
J-2 -axa 248 ..,.T- 2'--i
�---- 2,4" 618"
R=1629# U=548# RL=175/-175# W=8"
(Rigid Surface)
64" -1- 2'4" 1 5'5"15 -i 371 i 2'4" �
28'8"
R=1610# U=540# W=8"
(Rigid Surface)
FM
DESC.= A6 SEQ = 128180
PLT. TYP: WAVE DESIGN CRIT=FSC7THED2020lrP1-20I4FTIRT-20%(0%)110(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 TOBUILD 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 ANSVTPI 1-1995 SECTION 2.
T . STILES
P E _ET
- - ..,.
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 30.0 sf
P
TC DL 15.Opsf
BC DL 10.Opsf
"�`_'"' -
BC LL O Opsf `
TOT.LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
� -'� -- -'
O/A LEN. 280800
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE SPEC
10b:(blUb3(A) /Jett Hawey 1:311_)b3/A / A/
Top chord 2x4 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3 W2 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,
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 cases on this truss have a 1.33 duration factor.
11110 UVVU. YKtYAKtU t3T I Nt ALYINt JUt1 UCZIK INCK rRV VRA1vI rmulvl 1 Ruoo Iv1rm o u11 vu I
All plates are 4X6 except as noted.
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at 0.00 to 93 plf at 28.67
BC: From 20 plf at 0.00 to 20 plf at 28.67
BC: 1542.68 lb Conc. Load at 6.27
Left and right cantilevers are 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.
r7, 4'4„2 6'4" 9. -I
2'4" 2-4.14 1 2'a 2 4'4" 2' + 6'4" + T3"2 3'4"14 —+— 2'4" �{
,— 2' I ty a - -,
�— 2,4" 2'4"14 5,0"12 =j= 2, 6,4" + 3,3"2 3,4"14 '+' 2'4"
-1'6"6 —{
28'8"
6'3"4 i22'4"12
1543#
R=2909# U=1416# W=8" R=1872# U=733# W=8"
DESC. = A7 (Rigid Surface) (Rigid Surface) SEQ =' 128178
PLT. TYP.-WAVE DESIGN CRIWBUTHED2020/TPI-2014FVRT-20%(0%Y10(0) QTY= 1 TOTAL= 1 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 30.0 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 1 O.Opsf
DRWG 06-05-2021
KOST TRUSSr_INC. _ -_
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
DESIGN;'ANY FAILURE TO BUILD THE RUSSES IN CONFORMANCE
" -
" - -'-
• - ^ r -
RESPONSIBLE FORANYDEVIA NON FROM.THIS j
O.Opsf
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
PE# 49200
BC LL
O/A LEN. 280800
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. 55.Opsf
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
1.25
JOB #: BID537A
PALM CITY, FL 34990
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z.
850 NW Federal Hwy,
DUR.FAC.
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Suite 172
SPEC
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY
Stuart, FL 34994
SPACING 24.0"
TYPE
BUILDING DESIGNER PER ANSI/rPI 1-1995 SECTION 2.
ob:(BID537A) /Jeff Pauley BID537A / B1
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
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 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_ --
Left end vertical not exposed to wind pressure.
Right 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.
DESC. = B1
PLT. TYP.-WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at 0.00 to 93 plf at 5.00
TC: From 46 plf at 5.00 to 46 plf at 15.33
TC: From 93 plf at 15.33 to 93 plf at 22.33
BC: From 20 plf at 0.00 to 20 plf at 5.03
BC: From 10 plf at 5.03 to 10 plf at 15.30
BC; From 20-plf at 15.30 to - 20 plf at 22.33 - -- -
TC: 251.55 lb Conc. Load at 5.03,15.30
TC: 181.37 lb Conc. Load at 7.06, 9.06,10.17,11.27
13.27
BC: 162.85 lb Conc. Load at 5.03,15.30
BC: 62.94 lb Conc. Load at 7.06, 9.06,10.17,11.27
13.27
In lieu of rigid ceiling use pudins to brace BC @ 24" cc.
Deflection meets LJ360 live and U240 total load. Creep increase factor for dead load is 2.00
252# 181# 181# 252#
�- 5 0^6 -T� 2,0,.6 rate+ 2 _ + �'1i4t 1.2 + _ 2. t 4- 2.0^6 -T 7'0^6 _mil
5' + -T.' 10'4" T T �1
I--- 2-7.12 1 2'4^4 -f - 5'2" -i 57 -r� 2 4^4 1 2 3 12 -+}2 4 -+I
T
l
�- 5' 57' + 5'2^ + 4'8^ 2'4^ �{
22'4^
�- 5'0"6 j - 2'0^6 _1--2' _i1i�-1.�1"a `� 2, _�F 2,0.6 7,0„6
1630 630 63e-630 638E 630 163#
R=1825# U=1036#
. KOST TRUSS, INC.-. -
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
R=2165# U=1179# W=8"
(Rigid Surface)
DESIGN CRIT=FBC7rHED2020/rP1-2014 FT/RT=20%(D%)/10(0) QTY= 1 TOTAL= 1 REV. 20.02.01 A.1209.10
••WARNING* • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T STILES
TC LL 30.Opsf
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
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
._. RESPONSIBLE;FORANY DEVIATION FROMTHIS.DESIGN;.ANYFAILURE TOBUILD THE TRUSSES IN CONFORMANCE _.' =
AND BRACING OF TRUSSES. DESIGN CONFORMS
- �: - -
"t"' - "% r"
BC LL O.Opsf
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
PE# 49ZOO
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
TOT.LD. 55.Opsf
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
ON THIS DRAWING INDICATES ACCEPTANCE
1.25
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
850 NW Federal Hwy,
Suite 172
DUR.FAC.
SPACING 24.0"
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Stuart, FL 34994
SEQ = 128124
SCALE=0.2500
REF
DATE
DRWG 06-05-2021
O/A LEN. 220400
JOB #: BID537A
TYPE HIPS
Job:(BID537A) /Jeff Pauley BID537A / C1
Top chard 2x4 SP #2
Bot chord 2x4 SP #2
Webs 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.
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 11, EXP C,
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 end vertical not exposed to wind pressure.
_:....... _ In lieu of rigid ceiling use puriins 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 15.00 ft. from roof edge.
i 2'4" + 27. . i 57' _1
r• 9'8" + 2'4"—�
R=682# U=68# RL=220/-86# W=8" R=652# U=264# W=B"
(Rigid Surface) (Rigid Surface)
DESC. = C1
PLT. TYP.-WAVE DESIGN CRIT=FBC7rHED2020/TP1-2014 FT/RT=2D%(0%U70(0) QTY= 1 TOTAL= 1
**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
KOST TfiU55, INC. , ,• l., ;
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 NOS (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
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
T. STILES
PEE_T
PE## 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 128141
SCALE=0.3750
TC LL
TIC DL ,
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
01.00f
55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 90800
DUR.FAC.
1.25
JOB #: BID537A
SPACING
24.0"
TYPE MONO
OO:(blU0-51A) /JeTT t'auiey tm Ljoa/A / 1.L
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
Webs 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.
i2'4" 22" 5,2„ _ �1
9.8" -14",
R=722# U=94# RL=183/-71# W=8" R=418# U=158# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C2
PLT. TYP.-WAVE
KOSTTRUSS,INC. _
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
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 with additional C&C member design.
Right end vertical not exposed to wind pressure.
-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 15.00 ft. from roof edge.
DESIGN CRIT=F5CTrHED2020rrP1-2014 FTIRT=20%(0%y10(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 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 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
REV. 20.02.01A.1209.10
SEQ = 128136
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 90800
DUR.FAC.
1.25
JOB* BID537A
SPACING
24.0"
TYPE MONO
JOD:(bIIJ0J/A) /JeTT NBuley biuo i/A r I.JO nla uvvu. rrt�rr rt�u of I n� n�ru�� dvo u�orol.�l. „ :
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 11, 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 MWFRS with additional C8C 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.
2'4"
2'8"7
R=97# U=69# NAILED
2.4" T. _1.6./ - I
B1
5'0"7
R=528# U=106# RL=126/-35# W=8"
(Rigid Surface)
t-
m
N
R=2/-50# Rw=39# U=51# NAILED
DESC. = CJ5 SEQ = 128103
PLT. TYP.-WAVE DESIGN CRIT=FBCTTHED2020rrP1-2014FTIRT=20%(0%y10(0) QTY= 5 TOTAL= 5 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS, INC,_. ;; -..,
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-296-3700
**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 CONFORMANCERU
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 ANSIITPI 1-1995 SECTION 2.
T. STILES
P E ET
•_ _
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.0 sf
P
TIC DL 15.Opsf
BC DL 10.Opsf
'—'-""=-:--
BC LL O.Opsf
TOT.LD, 55.Opsf
REF
DATE
DRWG 06-05-2021
-�
O/A LEN. 50007
DIJR.FAC. 1.25
JOB #: BID537A
SPACING 24.011
TYPE JACK
Job:(BID537A) /Jeff Pauley BID537A / CJ3
Top chord 2x4 SP #2
Bot chord 2x4 SP 92
Webs 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.
I
l
2'4"
THIS UWG. PREPAKtU BY I HE ALPINt JUt$ UtSIUNtK 1'KUUKAIVI MUM I KUaa IVIM a LNTUU I
Negative reaction(s) of -313# 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, Located anywhere in roof, 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 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.
R=313# RvV=83# U=247# NAILED
2'512 —1_ 6"11
3'07
R=930# U=274# RL=751-21# W=8"
(Rigid Surface)
R=292# Rvr-122# U=303# NAILED
DESC. = CJ3 SEQ = 128100
PLT. TYP.-WAVE DESIGN CRIT=FeC7THED202nrTPI.2014FT/RT-20%(0%y10(0) QTY= 5 TOTAL= 5 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS, -INS., „ _ _ :<
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, 583T.
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 DEVIATIGN-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 ANSI/TPI 1-1995 SECTION 2.
STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.0P sf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT,LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 30007
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE JACK
Iom(tSIUDstA) /Derr rauley CflUO3//i / ,_jom
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Left end vertical not exposed to wind pressure.
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.
�-- 611 —�
i- 1'2"8 -i 87 -}- 10"8 -�
R=16/-15# U=8# Rh=47# RL=45# NAILED
I'r1,4"4 j 6"11 '�"'I
1'10"15
R=237# U=83# W=8"
(Rigid Surface)
R=-24# Rw=16# U=26# Rh=-47# RL=-41# NAILED
MRCU O JVU U
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 MWFRS with additional C&C member design.
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.
DESC.= CJ3A SEQ = 128110
PLT. TYP: WAVE DESIGN CRIT=FBCTTHED2020"1-2014FT/RT=20%(0%UtIXO) 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 FROM?HIS- DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN'CON FORMANCE
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
T . STILES
P E ET
PE# _. 49200
CA# 27758
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.0 sf
p
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 20907
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE JACK
)b:(BID537A) /Jeff Pauley BID537A / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Tap 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 MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use pudins to brace BC @ 24" oc.
;Al6wind load cases,on this trusshave.a,1.33-duration factor .,..,...::. _ cz s; . ca: _: .- _: ;Deflection meets U36041ve:and.L/240 total load. Creep increase factor for dead load is 2.00,
12 R=47# U=33# NAILED
5 p
i 1'0'7
R=58# U=8# RL=25# NAILED
R=21# NAILED
DESC. = CJ1 SEQ = 128098
PLT. TYP.-WAVE DESIGN CRIT=FBCTTHED2020/TPI-2014FTIRT=2D%(0%u10(0) QTY= 6 TOTAL= 6 REV. 20.02.01A.1209.10 SCALE=1.0000
KOST TRUSS, INC. r:.:
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 FORAM` 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 PROFESSONAL 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
TC LL 30.0 sf
p
TC DL 15.Opsf
BC DL _ — _ 1 O.OPSf
BC LL O.Opsf
TOT,LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
_
O/A LEN. 10007
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
ITYPE JACK
)O:(bIUOJ/A) /JeTT t-auiey t31UOJ/A / u I
Top chord 2x4 SP #2
Bot chord 2x8 SP #2
Webs 2x4 SP #3 W1 2x6 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,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on.MWFRS. ->,- --::._ .._ -. _ _ —I.. -
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.
II
1030
4'2"8 4 9"6 —{
47'8 -1_ 9"8 --j
B1
P"6-I--- 2'0"8 + 2'6"
--1'0"12 — j 2, 1,1"12 --�-• 9"8 �{
1710 1 55#
R=11199 U=573# W=8" R=1543# U=1017#
(Rigid Surface)
DESC. = D1
PLT. TYP.-WAVE
KOST TRUSS, INC...._..
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
Special loads
—(Lumber Our.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at 0.00 to 93 plf at 5.00
BC: From 10 plf at 0.46 to 10 plf at 5.00
TC: 102.51 lb Conc. Load at 4.21
BC: 170.81 lb Conc. Load at 1.06
BC: 1825.17 lb Conc. Load at 3.06
BC:.54.82 lb Conc. Load at 4.21 -
End verticals not exposed to wind pressure.
In lieu of rigid ceiling use purtins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00
DESIGN CRIT=FBC7THED202WPI-2014 FT1RT=20%(0%)/10(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 ANY DEVIATIOI+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. 20.02.01A.1209.10
SEQ = 128155
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 5
DLIR.FAC.
1.25
JOB #: BID537A
SPACING
24.0"
TYPE HIPM
IOD:(tdlU0.J1/i) /Derr rauley bIUO.S/H / r1K/
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Stub Wedge: 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 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.
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.
SO
1
94# 236�A}-
F� 1'5"1 2'9"15 T 2715
3714 1- 1-5"2
1 3'2"14 + 6'6"3
9'10"1
194#
I n10 UVVV. rnCrMRCIJ D! I nC MLr III JUD VCO-1 M0 1 vv I
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 2 plf of 0.00 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: 94.08 lb Conc. Load at 1.42
TC:-236.03 lb Conc. Load at 4.25
TC: 194.25 lb Conc. Load at 7.08
BC:A1.33 Ib.Conc. Load at 1.42
BC:-282.41 lb Conc. Load at 4.25
BC: 4.14 Ib Conc. Load at 7.08
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.
2'9"2 —1
5'2"1 1
R=70# U=42# NAILED
f0 ro
0 M
f —1'S"1 i 262 2715 2'9"15 2'9"2 —�
41# �
R=534/-157# U=1122# W=11"5
(Rigid Surface)
R=1001-58# U=222# NAILED
DESC. = HR7 SEQ = 128114
PLT. TYP: WAVE DESIGN CRIT=FBCrHED2020rTP1-2014FTIRT=20%(0%)110(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST 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 INCONFORMANCE
WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WTH 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 PROFESSONAL 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# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.0t1 sf
p
TC DL 15.Opsf
BC DL 1 O.OpSf
BC LL O.Opsf
TOT.LD, 55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 91001
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE HIP JACK
JOD:(1:511-153(A) /Jett i-auiey biuo-j(A / rime
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lt Stub Wedge: 2x4 SP #3;
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 MWFRS.
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.
9411
1'5"1 r 2,9"15
3'2"14 1 10"6
194C
2'9"15 17'11
4'7"6
i 3714 i 6412
8'8"10
1111J UWIi. YKCF'AKCU UT 1 rIt ALYINIZ JUM UCJIUINCK
Special loads
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 2 pH at 0.00 to 2 pif at 8.72
BC: From 2 pif at 0.00 to 2 pif at 8.72
TC: 94.08 lb Conc. Load at 1.42
TC:-236.03 lb Conc. Load at 4.25
TC: 194.25 lb Conc. Load at 7.08
BC: 41.33 lb Conc. Load at -1.42
BC:-282.41 lb Conc. Load at 4.25
BC: 4.14 lb Conc. Load at 7.08
Wind loading based on both gable and hip roof types.
Bottom chard checked for 10.00 psf non -concurrent live load
All wind load cases on this truss have a 1.33 duration factor.
R=103# U=81# NAILED
(V fV
Rl f�
2715 2'9"15 - 1711 --{
410 4#
R=508/-160# U=1067# W=11"5
(Rigid Surface)
R=55/-93# U=240# NAILED
MUM 1 KUJJ IVII"ICJ
DESC. = HR6 SEQ = 128150
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED2020rrPI-2014FTIRT=2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST 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 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
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 30.0t1sf
Y
TC DL 15.Opsf
BC DL 1 O.Opsf
_ - -
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
. +
O/A LEN. 80810
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE HIP JACK
bIU!)6tA/ HKO
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 W1 2x8 SP #2;
Lt Stub Wedge: 2x4 SP #3;
Wind loading based on both gable and hip roof types.
Bottom chord checked -for 10.00 psf, non-concurrenUive load. .
Shim all supports to solid bearing.
I HIJ UWU. NKtF'AKtU t1Y I Ht ALNINt JUd UtJIUNtK VKUUKAM FKUM I KUSJ MI-K'J LAYUU 1
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 MWFRS.
Left cantilever is exposed to wind
;•_.a:,a ._-_ ... ._ -- .In lieu of rigid ceiling -use purlins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
All wind load cases on this truss have a 1.33 duration factor.
♦'^ 1'2"8 —{
I I
479 I I •{. � 2'6"
I _
I I
I R=103/-18# U=29# NAILED
I I I i
3.54
,� I Ell sx
--a
I T1 o3X WS o
m— a o
N �5X7 B3 N
W3X5(G1 X5 o
;3X5T B2
3.54I
"+ 1 12 j
81 =3X5 W1
I
�-- 2'9"3 4'47
8'6"8 1'2"1_ 1'1"12 —�-- 1,4"4
2'3"13 IWA --�
7'1"10
R=714# U=255# W=11"5 I R=56/-17# NAILED
(Rigid Surface)
I
DESC. = HR5
PLT. TYP.-WAVE DESIGN CRIT=FBCTrHED2020/rP1-2014 FTIRT-20%(0%L10(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
KOST TRUSS, INC.
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
THIS DESIGN; ANY FAILURETO BUILD THE TRUSSES IN CONFORMANCE
_ --...,__Y
ROOF AND FLOOR TRUSSES
-
RESPONSIBLE FOR A14Y DEVIATION FROM
WITH TPI; bR 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/rPI 1-1995 SECTION 2.
T. STILES
PEET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 127977
SCALE=0.5000
TIC LL
TIC DL
BC D_L _
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE
DRWG 06-05-2021
-
0/A LEN. 70110
DUR.FAC.
1.25
JOB #: BID537A
SPACING
24.W
TYPE HIP_JAC
JOD:(tSIU0.5[A) /Jeri t'auiey t71u03rA / .1 i in io uvvu. rmcrru«u Dr I nC HLrIIVC JUD UC01V14 n rn1-- I1- 1 rt J --
Top V I
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,
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 C8C 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" cc.
Bottom chord checked for,10.0 f.non-concurrent Ilve load,
O.ps
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.
i 2'4"
7'
R=591# U=107# RL=175/-50# W=8"
(Rigid Surface)
4'8"
R=181# U=120# NAILED
v v
iD tD
in in
R=63# U=24# NAILED
DESC. = J7 SEQ = 128119
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED20 0frP1-2014FTIRT-2096(096)170(0) QTY= 7 TOTAL= 7 REV. 20.02.01A.1209.10 SCALE=0.7500
_ KOST TRUSS INC._COPY
._ _
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
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 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANS1rrPI 1-1995 SECTION 2.
T . STILES
P E ET
-....
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.Opsf
TC DL 15.Opsf
BC DL 1 O.Opsf
_ ' - '
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
_
O/A LEN. 7
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE EJACK
1010:(130537A) /Jett Hauley t31U53/A / J4
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 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 t
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
I----1'2"14
3'3"2 '1 116"6
1 2'0"12 1'2"6 }1'6"6 —�
1 2'0"12 1'2"6 —' i 1'6116 —{
i 2'0"12 1'5"14 1 1714
I Hlb UWG. F'KtNAKtU by I Fit ALF'IINt JUTS UtJlliNtK r'KUI3KAM f'KUM I KUJb MI-K'b LAYUU 1
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 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 cases on this truss have a 1.33 duration factor.
U=5D# NAILED
m m
fV [V
4'9'7
R=500# U=108# RL=60/-23# W=8"
(Rigid Surface)
R=31/-32# U=36# NAILED
DESC. = J4 SEQ = 128198
PLT. TYP: WAVE DESIGN CRIT=FBC7rHED2020/fP1-2014 FT/RT=20%(D%YI0(0) QTY= 1 TOTAL= 1 REV. 20.02.01 A.1209.10 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
T. STILES
TIC LL 30.0 sf
P
REF
DATE
KOST TRUSS, INC.. .: ;
ROOF AND FLOOR TRUSSES
4175 SW MARTIN H WY
PALM CITY, FL 34990
772-286-3700
D'ONOFRIO DR., SUITE 200, MADISON, 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
SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSIlrPI 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 10.Opsf
BC LL O.Opsf
TOT,LD, 55.Opsf
DRWG 06-05-2021
O/A LEN. 40907
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE JACK
Joo:(t5iu*j/A) /jerr rauiey t3luootm / v-I
Top chord 2x4 SP #2
Dot 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.
See DWGS VALTN160118 and VAL1801601,18 for valley details. -. - _. - : z a . •...,•s:.r .. :... .,:......--
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
2'4"4
2'4"4
=3X5
11'71J UYVU. VKCYAKtU JT I Nt ALI 1Nt JUtr UtSRiNtK rMVUMkM MIUM I KUJJ IVIrK o LATUU I
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,
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.
—Zleflection 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.
2'4"4 -I
2'4"4
R=112plf U=100plf RL=5/-5plf W=4'8"9
(Rigid Surface) -
DESC. = V1 SEQ = 128138
PLT. TYP.-WAVE DESIGN CRIT=FBC7THED20"rPI-2014FT/RT-20%(0%y1%0) QTY= 1 TOTAL= 1 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
772-286-3700
..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 DEVIATIONFROMTHIS.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 ANSIrFPI 1-1995 SECTION 2.
T . STILES
P E ET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 30.Opsf
TIC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT,LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 40809
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYpE VAL
&(61101537A) /Jeff Pauley 1311.)53/A / VZ I KIA UVVU. r'KtYAKtU tS7 I Kt ALVINt JUt1 Utb IU NCK vKUbKHIvI rmulvl I muoo mrK a L TUu 1
Top chord 2x4 SP #2 170 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
Bot chord 2x4 SP #2 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.
r : •.:- -- w. ,.. , - ra• ; -,_ ,, ., .. :. _ ,.. Deflection meets. U36A.live.and:U240.total load. Creep increase factor for dead load is 2.00.
See DWGS VALTN160118 and VAL180160118 for valley details.
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.
4'4"4 i 4'4"4
4'4"4 + 4'4"4
=4X4
1- 4,4„4 c -� `i 4'4"4
DESC. = V2
PLT. TYP.-WAVE
.KOST TRUSS, INC.., , .;;,;;:_
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DESIGN CRIT=FSCTTHED2020/TPI-2014 FT/RT=20%(0%)/10(0)
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 7 OR ANY DEVIATION FROM' T HiS 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
R=112pif U=100plf RL=7/-7plf W=8'8"9
(Rigid Surface)
T. STILES
PEET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 128129
SCALE=0.7500
TC LL
TC DL
BC DL
Bc LL
TOT.LD.
30.Opsf
15.Opsf
1 O.Opsf
O Opsf
55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 80809
DUR.FAC.
1.25
JOB #: BID537A
SPACING
24.0"
TYPE VAL
Job:(BID537A) /Jeff Pauley BID537A / V3 I HIS UWIi. NKtI'AKtU by I Kt ALI'INt JU6 UtARiNtK rr(Ubrwivl rmum 1 R000 mrrc o LATUU I
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,
Bat 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 MWFRS with additional C&C member design.
Right 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.
• _ _ _ ... - -, ..v,:..• _::;-:na:;.:z.....;�..-:.: ...::-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. r
See DWGS VALTN160118 and VAL180160118 for valley details.
Shim all supports to solid bearing.
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.
6'4"4
i— 2W'4
4'
4'8"6
2'11"15 + 118"8
2'4"4 .i 4' —i 21115 1.8"8 --�
9'4"3 —}1'8"8 --{
R=133pif U=100plf RL=8/-8plf W=9'4"3
(Rigid Surface)
DESC. = V3 SEQ = 128196
PLT.TYP: WAVE DESIGN CRIT-FBUMED202MPI-2014FT/RT=2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST TRUS$, INC. _•. �_
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-296-3700
**WARNING**INSTALLING AND BRACING.
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,p
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
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
92
PE# 400
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.0 sf
TIC DL 15.Opsf
BC DL 1 O.OpSf
BC LL O:Opsf
TOT,LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 110011
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE VAL
ob:(BID537A) /Jeff Pauley BID537A / V4 _
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 purlins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
Ail wind load cases on this truss have a 1.33 duration factor.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 1.5X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bidg, 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 MWFRS with additional C&C member design.
.: r : ,. •:::- Bottom chord checked for 10.00 psf non -concurrent live..load.
See DWGS VALTN160118 and VAL180160118 for valley details.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
8'4"4 + 4,8"6
4,4„4 4' 1 4'8„6 _I
11
4'4"4 + 4' -1- 11"15 1 3'8"8 j
9'4"3 + 3'8"B
R=124plf U=100plf RL=14/-10plf W=9'4"3
(Rigid Surface)
R=85plf U=100p1f W=3'8"8
(Rigid Surface)
DESC. = V4 SEQ = 128194
PLT. TYP: WAVE DESIGN CRIT=FBC7rHED2D20RP1-2014FT1RT=20%(0%)t10(0) QTY= 1 TOTAL= 1 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
TIC LL 30.0p sf
REF
DATE
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
.
TICDL 15.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 1 O.OpSf
DRWG 06-05-2021
KOST T_ RUSS I^!L- , -
_. r,
RESPONSIBLE FOR ANY DEVIARONfROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE -
AND BRACING OF TRUSSES. DESIGN CONFORMS
6.Opsf___
ROOF AND FLOOR TRUSSES
WITH FABRICATING, HANDLING, SHIPPING, INSTALLING
WITH TPI; O
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
PE# 49200
BC LL
O/A LEN. 130011
4175 SW MARTIN HWY
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CA# 27788
TOT.LD. 55.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 #: BID537A
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Suite 172
SPACING 24.0"
TYPE VAL
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Stuart, FL 34994
IOb`(t3IU53 /A) /Jett NeUley 1:3=6/A / VO 1 KIJ UVVU. YKCI AKCU tlT 1 Ht ALYIIVC JUIJ uroiuIVCK Ymu"iVI f muivi I mUJJ I—IN0y T Vu 1 _
Top chord 2x4 SP #2 All plates are 1.5X4 except as noted.
Bot chord 2x4 SP #2
Webs 2x4 SP #3 170 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 loading based on both gable and hip roof types.
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of rigid ceiling use pudins to brace BC @ 24" cc. D-,-.,..:---- • .... .._:,,: _.;r: -._ - -_- • - ;...,::r .. -. �_-.- •..,... -Bottom chord checked for. 10.00psf non -concurrent I roe load.
e-flection
meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
See DWGS VALTN160118 and VAL160160118 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
10'4"4 -i" 6'4"14
6'4"4 + 4' + 2'11"15 34"15 =j
=4X4
11
6'4"4 i 2'11"15 1 1'o"1 -{2'11"15 3W15 =j
9'4"3 -i 4' i 3'4"15
16'9"2
R=108p1f U=100plf RL=17/-13pif W=9'4"3 R=108pif U=100plf W=3'4"15
(Rigid Surface) (Rigid Surface)
R=128p1f U=100p1f W=4'
(Rigid Surface)
DESC. = V5 SEQ = 128192
PLT. TYP: WAVE DESIGN CRIT=FBC7rHED2020rrP1-2014FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.3750
KOST..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.FROtd-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# 492b0
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TIC LL 30.0 sf
P
TIC DL 15.0psf
BC DL 10.Opsf
BC LL 0.0psf
TOT,LD, 55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 160902
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
ITYPE VAL
Job:(BID537A) /Jeff Pauley BID537A / V6
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.
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.
i— 4'4"14
12'414
4'
4'
THIS DWG. PREPARED BY I Ht ALFINt dUr3 ur-0IU rK I'MA- WM MUM I muoo IvIrR o L TUU I
All plates are 1.5X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 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 MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non -concurrent live load: - -=
See DWGS VALTN160118 and VAL180160118 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
4'
8'4"14
4'4"14
4'4"14 4' P 11.15 1 4, i 3'0"1 -{- 4'4"14 �j
9'4"13 4'
20'9"12
R=121plf U=100plf RL=21/-16plf W=9'4"6
(Rigid Surface)
R=122p1f W=4'
(Rigid Surface)
7'4"15
R=98plf U=100pif W=T4"15
(Rigid Surface)
DESC. = V6 SEQ = 128190
PLT.TYP.-WAVE DESIGN CRIT=FBUTHED2020/rPF2014FTIRT=2096(0%y10(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.3750
KOST TRUSS,lNC.v-. - .. _. s- ::
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 DEVIATIONTROI A.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 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
TIC LL 30.0p sf
TIC DL 15.Opsf
BC DL 10.Opsf
-"--
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG OB-OS-2021
O/A LEN. 200912
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
ITYPE VAL
JO1D:(t5IL)0,1(A) /JeTT rawey t5tU0.5/A / V r
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Left end vertical not exposed to wind pressure.
In lieu of rigid ceiling use purlins to brace BC @ 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. ~
All wind load cases on this truss have a 1.33 duration factor.
�-• 1'0"1 10'4"14
4'
12
5 p
I ruo UVVV. rn Cl'AnCU In 1 rIr ALr NVC duo ucotVilcn rnwn.uvi rnvm i nVJJ rvlrnJ v�rvu
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 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.
See DWGS VALTN160118 and VAL180160118 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
1,0"1 1 4' + 6'4"14
R=112plf U=100plf RL=7/-15pif W=11'4"15
(Rigid Surface)
DESC. = V7 SEQ = 128145
PLT. TYP.-WAVE DESIGN CRIT=Fec7THED2020rrri-20,4FT1RT=zox(0%)1+o(0) QTY= 1 TOTAL= 1 REV. 20.02.01A.1209.10 SCALE=0.5000
KO�T.,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 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-DEWATION FROIVLTHIS-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
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 30.Opsf
TC DL 15.0psf
BC DL 10.Opsf
"' ---' --- -
BC LL O'.Opsf
TOT.LD. 55.Opsf
REF
DATE
DRWG 06-05-2021
-
O/A LEN. 110415
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE VAL
J_ob:(BID537A) /Jeff Pauley BID537A / Vd
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
End verticals not exposed to wind pressure.
In lieu of rigid ceiling use pudins to brace BC @ 24" Do.
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.
3'0"1
�— 3'01 + 4'
12 =4X4
fV
h
IN Ij UVVU. rKtrAKtU t57 I rlt ALYIINt JUM UCSHOIVtK rKuury lv1 rmuiv1 I Ruao IVlrm a LAT uu I
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.
Bottom chord.checked for 10.00 psf non -concurrent live load.
See DWGS VALTN160118 and VAL180160118 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
8• �{„ 24"13 }� 2,01 �{
4'
2W'13 i 2'0"1 --I
rN
rD
R=112plf U=100plf RL=6/-11pif W=15'4"15
(Rigid Surface)
DESC. = V8 SEQ = 128135
PLT.TYP.-WAVE DESIGN CRIT=FBC7THED202DrrPI-2014FnRT=20%(0%u10(0) QTY=1 TOTAL=1 REV. 20.02.01A.1209.10 SCALE=0.5000
KOST TRUSSr:lNC.._
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
RESPONG;BLE FOR ANY•DEViA-TG v`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 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
T
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC LL 30.0 sf
P
TC DL 15.Opsf
BC DL 1 O.OpSf
BC LL O.OPSf
TOT.LD. 55.Opsf
REF
DATE
DRWG G6 os-zo21
O/A LEN. 15D415
DUR.FAC. 1.25
JOB #: BID537A
SPACING 24.0"
TYPE VAL
)oD:(b iu:)jtA) /JeTT t-auiey mum-i/A / my I
Top chord 2x4 SP #2
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.
See_DWGS VALTN1601.18 and VAL1B0160118 for valley.details:-
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
DESC. = MV1
PLT. TYP.-WAVE
KOSTTRUSS, INC..,-
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
R=218# U=36# RL=29# W=1'11"8
(Rigid Surface)
I---rRCI-NRCU OT I-MLf IIYC - UCO- r
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 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. _
All wind load cases on this truss have a 1.33 duration factor.
DESIGN CRIT=FBC7THED202DITP1-2014 FTIRT=2D%(0%y10(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 -ANY -DEVIATION FROMTHIS DESIGN, -ANY FAILURE TO BUILDTHE 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
T. STILES
PEET
PE## 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 128157
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf-
55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 11106
DUR.FAC.
1.25
JOB* BID537A
SPACING
24.0"
TYPE VAL
IOD:(CIUOJ[A) /JeTT t-auiey t5un.5tA / IVIVL
Top chord 2x4 SP 42
Bat 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.
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. = MV2
PLT. TYP.-WAVE DESIGN CRIT-FBCTmED20201TP1-2014
I I710 UM3. rKtrAntu DT 1 rIC AI-r11VC duo UCDIVIVCR rRuuR m rmum I muoa IVIr" J L TUU 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 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=112p1f U=100plf RL=20/-6plf W=3'11"6
(Rigid Surface)
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
KOST TRUSS INC..
. > _.,,... .__. _
:'-
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_ -
ROOF AND FLOOR TRUSSES
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A14D 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
772-296-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
DI 111 -- nCCIRAICD D=D AkIQ—DI 11 OOR 4LCTIr)H 9
T. STILES
PEET
PE# 49200
CA# 27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
REV. 20.02.01A.1209.10
SEQ = 128146
SCALE=1.0000
TIC LL
TIC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
_ 10.0pSf
O.Opsf
55.Opsf
REF
DATE
DRWG 06-05-2021
O/A LEN. 31106
DUR.FAC.
1.25
JOB #: BID537A
SPACING
24.011
TYPE VAL