HomeMy WebLinkAboutPROJECT INFORMATIONInformation:
Name:
Kost Truss, Inc
4175 SW Martin Highway
Palm City, FL 34990
(772) 286-3700
THE W GROUP
Address:
OCEAN TOWERS
City, State, Zip:
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
Building Code & Chapter: Computer Program Used:
FBC 2017 RES VIEW by Alpine
Gravity: 45 psf Roof Total Load Gravity'* 55 psf Floor Total Load
Wind: 170 mph from ASCE 7-10
code
This package includes a Truss Index Sheet and 11 individual truss design drawings, together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of
Professional Regulations.
\.STILESA//�i
i
SF ��
* ; V200
AT +
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.
FL Reg Nos: PE# 49200 CA# 27788
850 NW Federal Hwy, Suite 172. Stuart, FL 34994
TEL: 772-223-9883 FAX:772-223-9502
The Architect's or Architect's representative's
chop drawing approval Is NOT a
"double chock" of the contractor.
The contractor oholl'remain responsible
for chocking flold measurements and
othor construction criteria. Architect's
approval covors-goneralroof shape,
review of truss strapping, and loading on
structure from gravity a plift loads and
their resp c to tions.
Approved By:
Date:
Errxdea :. aradca P.^
HomeBASE by Alpine Page 1 of 1
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JOB DESCRIPTION: THE W GROUP KOST TRUSS, INC.
O > a `O JOB ADDRESS: OCEAN TOWERS
m �' m 9400 S OCEAN DR. J.B. ROOF AND FLOOR TRUSSES
zz zz BUILDER: Fill in later 4175 SW MARTIN HWY
._ PALM CITY, FL 34990
10D:(/4D-I) / I nC VV UKUUV / Al
Top chord 2x4 SP 2400f.2.OE :T2 20 SP #2:
Bot chord 2x6 SPF 2400f-2.OE
Webs 2x4 SP #3
:LL Wedge 2x4 SP #3::R1 Wedge 2x4 SP #3:
170 mph wind, 15.00 R mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 R from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
Bottom chord checked for 10.00 psi nonconwnent live load.
All wind load cases on this buss have a 1.33 duration factor.
Special loads
-(Lumber Dur.Fac. 1.25I Plate Dur.Fac. 1.25)
TC: From 72 plf at 0.00 to 72 pif at 7.00
TC: From 36 pit at 7.00 to 36 pit at 18.58
TC: From 72 plf at 18.5610 72 plf at 25.58
BC: From 20 pit at 0.00 to 20 pit at 7.03
BC: From 10 plfat 7.03 to 10 pit at 18.55
BC: From 20 plf at 18.551D 20 pII a125.5S
TO: 165.71 It, Conn Load at 7.06, 9.06,11.06,12.79
14.52,16.52,18.52
BC: 336.74 US Conc. Load at 7.03,18.55
BC: 91.24111 Carle. Load at 9.06,11.06,12.79.14.52
16.52
Deflection meets U360live and U240 total load. Creep increase factorfar dead load is 2.00
ISN IS1 1. Is" 1. 1. 1W
I- TW12 T�2'-}-2'--}-1-T12-}-1'8.12-}-2'-1 Z 1 7`0.12-
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TOT
SlM1 9V 01/ 91/ OIF 01/ A]/
R=2054# U=130615I
W=3.8
R=2050 U=13016ft Y-3"8
(Rigid Surface)
(Right Surface)
DESC. = Al
SEQ = 16327
PLT. TYP -WAVE
DESIGN CRIT-FB=17RES API-IDIO F9RT=-O Nlw0(01 QTY= 2 TOTAL= 2
REV. 17.02.02B.0123.11
SCALE=0.2500
CARE IN FABRICATING, SHIPPING, INSTALUNG AND BRACING.
"WARNING" TRUSSES REQUIRE EXTREMETC
REFER TO HIBAt(HANDLING INSTALUNG AND BRACING). PUBLISHED BY TPI(rRUSS PLATE INSTITUTE, 583
I C
T. STILES
ILL
20.OpSf
REF
DATE 08-18-2018
DONOFRIO 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 15.0psf
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
PEET
BCDL
10.0psf
DRWG
KOST TRUSS, INC.
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
0.0PSf
ROOF AND FLOOR TRUSSES
WITH TPI; OR FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
PE#49200
BC ILL
CK
WITH APPLICABLE AND PAPER SSOCIATTIION AND VISIONS FTPIN ALPINE CODS NNNECTORS ARE MADE OAL DESIGN SPED FF 20GA ASTMA 53 R4 GALV STEELN PUBLISHED BY THE AMERICAN
CA#27788
45.Opsf
417$SW MARTIN HWY
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
Tor.LD.
O/A LEN. zso70D
DUR.FAC.
1.25
JOB #: 7461
PALM CITY, FL 34990
DESIGN, POSITION CONNECTORS PER DRAIWNGS 16DA-7 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
850 NW Federal Hwy,
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVVN. THE
Suite 172
SPACING
24.0"
HIPS
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
FL 34994
BUILDING DESIGNER, PER ANSUTP11.1995 SECTION 2.
Stuart,
TYPE -_
Juu:(fvo 17 7 i nc: vv unuur i nc
Top chard 2x4 SP 24001-2AE :T2 2x4 SP #2:
Bol chord 2x4 SP #2
Webs 2x4 SP #3
:Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2:
Bottom chord checAed for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
THIS OWS. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFITS LAYOUT
170 mph wind, 1540 It mean hit, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from mof edge, RISK CAT II, EXP O,
wind TC DL=5.0 PET, wind BC DL=5.0 psf. GCpi(-/.)=0.18 I
Wmd loads and reactions based on both MWFRS and CBC.
Left and right cantilevers are exposed to wind
Deflection meets U360live and D240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
4'10'14 4'1'2TVII ^}-3'9'8 4'12 4.10.14 �{
I-ir 1 2 7- '- 1'6"-i
3'9-a T9"6 T4'4 1 1 ,14 {
R=1174# U=965# RL=1371-137# W-Ylt
(Rigid Surface)
DESC. = A2
PLT. TYP: WAVE
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
DESIGN CRD-FSCAImEWPI-2014
TPI; OR FABf
APPLICABLE
QTY= 1 TOTAL= 1
ABSGR40
R=11744 U=955# Vh3'8
(Rigid Surface)
T. STILES
PEET
PE# 49200
CA# 27788
850 N W Federal Hwy,
Suite 172
Stuart. FL 34994
T
1
REV. 17.02.02B.0123
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
O.OPSf
TOT.LD.
45.Opsf
SPACING 24.0"
= 1
I DATE 08-18-2018 1
DRWG
CK
O/A LEN. 2507DD
JOB #: 7461
JUU:\/YO I J r Inc vv ony Vr l HJ
IHISUVAJ.FKLV LUby IHt ALYINt JUtl Ut51GNtH YHUUHAM r1<uM IKUbb MI-KGI TUUI
Top chord 2x4 SP #2
170 mph wind, 15.00 ft mean hgL ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT It, EXP D,
Bot chord 2x4 SP 240M2.012 :B2 2x4 SP #2:
wind TC DL=5.0 pal. wind BC DL=5.0 psf. GCpi(-/.)=0.18
Webs 2x4 SIP #3
Wnd loads and reactions based on both MWFRS and CBC.
Left and fight cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 pat non -concurrent live load.
Deflection meets U360 live and L240 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 busses located at least 7.50 ft. from roof edge.
jam- tt' Tr IT
F VW2 - - TW14 ={ - 37' _{- 63"14 } 5.82
4y1 I i TV4 11-121 21A) 112161 911p
25'r
R=11744 U=95W RL=167/-167# W-4.8
(Rigid Surface)
R=11740 U=953# V✓=3.8
(Rigid Surface)
DESC.= A3 SEQ = 15291
PLT. TYP. WAVE DESIGN GST-FBGIDI7RESrtV4ID14RMT-MCSS11g0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.2500
—WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TC LL 20.0 sf
P
REF
DATE 08-18-2018
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
417S SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - -IMPORTANT— FURNISHA
COPY OFTHIS DESIGN TO THE INSTALLATION CONTRAITOR, ALPINE ENGINEEREDINC. SHALL NOT
RE PONSIBLE FOR ANY DEVIATION FROM THIS DESI NC ANY FAILURE TO BUI DTHE TRUSS SSIN CO FORMANCEE
WTH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV.STEEL
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWNGS 16DA-Z THE SEAL ON THIS DRAW NG 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 I-1995 SECTION 2,
PEET
PE#49200
CA#27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TCDL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
DRWG
CK
CIA LEN. 250700
DUR.FAC. 1.25
JOB #: 7461
SPACING 24.0°
TYPE HIPS
Top chord 2x4 SP 24001-2.0E
Bol chord 2x4 SP 24001-2DE :B2 2x4 SP #2:
Webs 2.0 SP #3
:Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2:
Bottom chord checked for 10.00 psf non-conwnent live load.
All wind load cases on this truss have a 1.33 duration factor.
170 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED btdg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D.
wind TC DL=5.0 Pat, wind BC DL=5.0 psf. GCpi(+F)=0.18
W1nd loads and reactions based on both MWFRS and CBC.
Left and right cantilevers are exposed to wind
Deflection meets L1360live and L/240 total load. Creep increase factor for dead toad is 2.00.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
r- 1278 - i 12'VB
f^ 5-11-14611.14 i-
1-1'6"-1- 22'T - - 1'6"--I
i'P—Tt"13 { T11'13 2141
—z"1— fit
257"
R=1174# U=922# RL-1941-190 N--3°8 R=1170 U=922# W-WS
(Rigid Surface) (Rigid Sudan)
DESC. = A4 SEQ = 15318
PLT. TYP.-WAVE DESIGN GRIT-FaCaNMESr P14014 FMTh (GLAND) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=0.2500
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
I
T. STILES
TO LL 20.Opsf
REF
DATE 08-18-2018
KOST TRUSS, INC.
ROOF AN D FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
D'ONOFRIO DR., SUITE 200, MADISON. Wt. 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 CEIUNG. "IMPORTNT"FURNISH A
COPY OF THIS INC. SHALL NOT 8
RESPONSIBLE FFORIGN ANY DEVIATION FROMTO THEION TTHIS DESI NCONTRAC ANY TOR. AFAILURE TO BUILD THE TRUESDUCIN CONFORMANCES
WITH TPI: OR FABRICATING, HANDLNG,SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOC)ATION) 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 160A-Z. THE SEAL ON THIS DRAWNG INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWM. THE
SUITABIUIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSDTPI I-1995 SECTION 2.
pEET
PE#49200
CA#27788
850 NW Federal Hwy,
Suite 172
Swart, FL 34994
TC DL 15.Opsf
BC DL 10.Opsf
BC ILL O.Opsf
TOT.LD. 45.Opsf
DRWG
CK
O/A LEN. 250700
DUR.FAC. 1.25
JOB #: 7461
SPACING 24.0"
TYPE COMN
Top chord 2x4 SP 92
Bol chord 2x4 SP 92
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non-concument live load.
All wind load cases on this buss have a 1.33 duration factor.
I nIJ uyyb. rrccr/V(cu Ci Inc Mll'InCJVG uCJ,UnCnrnwnwn rnum nwJnirnOUTw,
170 mph wind, 15.00 0 mean hgt, ASCE 7-10. CLOSED bldg, not located within 9.00 R from roof edge, RISK CAT II, EXP D.
wind TC DL=5.0 psf. wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on both MWFRS and CBC.
Deflection meets U360live and U240 total load. Creep increase factor for dead load Is 2.00.
MWFRS loads based on busses located at least 7.50 R. from roof edge.
y� 8-11'3'B 11'3'a �3
511'4=}^5'D'12 TW12 5'11.4 =7 �
1112 5.
R=1035# U=756# RL=172A172# H`-3'a
(Rigid Surface)
59.81 2
R=1035# U=758.# IN=T8
(Rigid Surface)
DESC. = A5 SEQ = 15293
PLT. TYP: WAVE DESIGN DRnrtsCM7REsrtPbIDH FTIaT-aaN(NSy00) QTY= 8 TOTAL= 8 REV. 17.02.02B.0123.11 SCALE=0.2500
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TC LL 20.0 sf
P
REF
DATE 08-18-2016
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
D'ONOFRIO DR., SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT•• FURNISH
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 160A-Z. THE SEALON THIS DRAWING INDICATESACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
SUITABIUTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER, PER ANSI/TPI 1.1995,SECTION 2.
PEET
PE#49200
CA#27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
DRWG
CK
O/A LEN. 220700
DUR.FAC. 1.25
JOB #: 7461
SPACING 24.0"
TYPE COMN
IOD:(/4DT) / I Nim VV UKUUY I Au
Top chord 2x4 SP #2
Bat chord 2x4 SP 92
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non-conwment live load.
All wind load cases on this truss have a 1.33 duration factor.
170 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(•/-)=0.18
Wend loads and reactions based on both MWFRS and C&C.
Deflection meets 1-/360 live and U240 total load. Creep Increase factor for dead load Is 2.00.
MWFRS loads based on Trusses located at least 7.50 ft. from mof edge.
614
T?4'T'4 {- 4'7.4 ={ 37- i 4-7.4 i 474
22'7'
1.112 4'5-8 } 4'10-12 -{ TV4 —{ 58.8-}-4'5'a 112
11=103511 U-787# RL=1W-1440 N-3.8 R=10350 U=7878 Y-3.8
(Rigid Surface) (Rigid Surface)
DESC. = A6 SEQ = 15281
PLT. TYP: WAVE DESIGN CRIT-rDN017RENVL414 FTMie3G%(4 YW) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.2500
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO 111 -91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, 583
STILES
T. STILES
TC LL 20:Opsf
REF
DATE 08AB-2018
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
H
41755W MARTIN WY
DONOFRIO DR, SUITE 200. MADISON. W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
IMTH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
OPNAASPECIFICATION PUBLISHEDREST
WTH CABLE IAND
AND PAPER ASSOCIATION) ILPNECONNECTORSARE MADEOFF20GAA3GR40GALV STEEL
EXCEPT AS NOTED. APPLCONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERVNSE LOCATED ON THIS
PEET
PE#49200
CA#27788
TC DL 15.Opsf
BC DL 10.0psf
BC LL 0.0psf
TOT.LD. 45.Opsf
DRWG
CK
0/A LEN. 2207Do
DUR.FAC. 1.25
JOB#: 7461
PALM CITY, FL 34990
772-286-3700
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-L THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
SUITABIUTYAND USEOFTHIS COMPONENT FORANY PARTICULAR BUILDING IS THE RESPONSIBIUTYOFTHE
BUILDING DESIGNER. PER ANSVTPI 1.1995 SECTION 2.
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
SPACING 24.0"
TYPE HIPS
Top chord 2x4 SP 2400f.2.DE :T2 2x4 SP #2:
Dot chord 2x4 SP #2
Webs 2x4 SP 93
(a) Continuous lateral restraint equally spaced on member.
Defection meets 11360 live and L1240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 7.50 fl. from roof edge.
1 76•
T
1
IIns Uyw. rnerAKCU UT I neALrmcJVo UwibnCK-11V W rnVm muaa inrna LATVUI
170 mph wind, 15.00 It mean hgt. ASCE 7-10, CLOSED bldg. not located within 9.00It from roof edge, RISK CAT II, EXP D.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-t-)=0.18
Wnd loads and reactions based on both MWFRS and CBC.
Bottom Mom checked for 10.00 psf nonruncument live load.
All wind load rases on this truss have a 1.33 duration factor.
re'
7.78 T
227
1112 T4'4 -( 3'9.8 -{ 3.9.8— } T4'41j2
R=1035# U=7990 RL=114A110 N^-3-8 R=1035# U=79W W=3'8
(Rigid Surface) (Rigid Surface)
DESC. = A7 SEQ = 15288
PLT. TYP: WAVE DESIGN GBn•rEC3117REENRI-2014FVNT A 10%)•acm QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.2500
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING,
REFER TO HI&91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
STILES
T. STILES
TIC LL 20.Opsf
REF
DATE 08-18-2018
D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
TIC DL 15.0psf
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP
"IMPORTANT"
DRWG
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
PEET
BC DL 10.0psf
KOST TRUSS, INC.
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
CK
WITH TPI; OR FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
BC LL 0.0psf
ROOF AND FLOOR TRUSSES
Al APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
PAPER ARE MAOE OF 20GA ASTM A653 GR40 GALV.STEEL
PE#49200
CA#27788
45.Opsf
41.75 SW MARTIN HWY
AND ASSOCIATION)AND M. ALPINE CONNECTORS
TOT.—D.
O/A LEN. M07M
PALM CITY, FL 34990
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAW4NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
850 NW Federal Hwy,
DUR.FAC. 1.25
JOB #: 7461
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
Suite 172
SPACING 24.0"
TYPE HIPS
772-286-3700
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
Shad, FL 34994
BUILDING DESIGNER. PER ANSVTPI 1.1995 SECTION 2.
10D:(/901) / Innyy bnuur / mi I U
Top chord 2x4 SP #2
Bol chord 2x4 SP #2
Webs 2x4 SP #3
:Ll Wedge 2X6 SP #2:
Left cantilever is exposed to wind
Deflection meets 11360live and U240 total load. Creep increase factor for dead load is 2.00.
M
VW13
I Nis UWG,rrcerNrceu n T I ne HLrme JU. JeelO.en INU!z N. rnVm 1 NO.. mr n a L T uI
170 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(H-)=0.18
Wnd loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Bolcom chord checked for 10.00 psf none ncument live load.
All wind load cases an this muss have a 1.33 duration factor.
2-9.15
4'1"9
l - 4S"11 2715 ea 2'8"3
4zx
R=453G U=303# W=4.15 R=245# U=223# (J)
DESC.= HA (Rigid Surface) Supporting Member: (1) SEQ= 15326
PLT. TYP:WAVE DESIGN CamFINaEmE5mP1-m14 rnaT-XxrDxy nor QTY=4 TOTAL=4 REV. 17.02.02B.0123.11 SCALE=0.7500
—WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, 583
STILE C
T. STILES
TC LL 20.Opsf
REF
DATE 08-18-2018
D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
TC DL 15.0psf
FUNCTIONS. UNLESS OTHERVASE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
"IM
DRWG
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T• PORTAN' FURNISH
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
PEET
BC DL 40.Opsf
KOST TRUSS, INC.
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
CK
0.0psf
ROOF AND FLOOR TRUSSES
WITH TPI: OR FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
PE#49200
BC LL
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
ALPINE GALV. STEEL
CA#27788
45.Opsf
4175 SW MARTIN HWY
AND PAPER ASSOCIATION)AND TPI. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40
TOT.LD.
O/A LEN. 91013
PALM CITY, FL 34990
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWSE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
850 NW Federal Hwy,
DUR.FAC. 1.25
JOB 7461
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
Suite 172
SPACING 24.0"
TYPE HIP JACK
772-286-3700
SUITABILITYAND USE OFTHIS COMPONENT FOR ANY PARTICULAR BUILDING ISTHE RESPONSIBILITY OFTHE
Stuart, FL 34994
BUILDING DESIGNER, PER ANSIRPI 1.1995 SECTION 2.
—
II
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Left cantilever is exposed to wind
Deflection meets U360live and L/240 total load. Creep Increase faclorfor dead load is 2.00,
F 3'
R=300 R---331# U=526# RL=19W W=3'8
(Rigid Surface)
DESC.= CJ3
I HIS UWLi. PKLPAKLU by I Ht ALFINt JUU UtsGNtrc VKUUH rnUM IKUdd MrK( L TUUI
170 mph wind, 15.00 it mean hgt, ASCE 7.10, CLOSED bldg, Lcoated anywhere in root, RISK CAT 11, EXP D, wind TC
DL=5.0 pat, wind BC DL=5.0 psf. GCpi(-/.)=0.18
Wind loads and reactions based on both MWFRS and C&C.
Bottom chord checked for 10.00 psf non -concurrent live load.
All wind load cases on this truss have a 1.33 duration factor.
R=92# U=284# NAILED
R=-121# R,--274# U=123# NAILED
8 TOTAL= 8
—WARNING-- TRUSSES REQUIRE EXTREME CARE IN ABRICAIING, HANUUNU. JHIFHINI. IN51ALLINU ANU dnAUINU.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TO LL 20.0 sf
P
REF
DATE 08-18-2018
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
PALM CITY, FL 34990
772-286-3700
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
T-
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -'IMPORTAN- FURNISH A
COPY OF THIS DESINC. SHALL NOT B E
RESPONSIBLE FFORIGN ANY DEVIATION FROM THIS DESITO THE INSTALI-ATION GN;ANY FAILURE TO BUILD THE TRUCTOR, ALPINE ENGINEEREDSSESUCTIN 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 ANS19PI I-1995SECTION 2,
PEET
PE# 49200
CA#27788
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
TO DL 15.Opsf
BC DL 10.Opsf
BC LL 0.0psf
TOT.LD. 45.Opsf
DRWG
CK
O/A LEN. 3
DUR.FAC. 1.25
JOB #: 7461
SPACING 24.0"
TYPE JACK
JU¢f 140I J r Inc vv unuur / udo
THIS UVVU. PREPARED BY 1 HE ALPINE JOB UE51GNER PROGRAM FROM TRUSS MFR'S LAYOUT
Tap chord 2.4 SP 92
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TIC
Bot chord 2x4 SP #2
DL=5.0 psL wind BC DL=5.0 psL GCpi(-/-)=0.18
Webs 2x4 SP #3
Wnd loads and reactions based on both MWFRS and CBC.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psi non-wncument live load.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
All wind load cases on this buss have a 1.33 duration factor.
FI
I 1'T12 i 3'W4
R=95# U=314# NAILED
5'
R=357# U=743# RL=288# W=3.8 R=45# Rw-nS# U=37# NAILED
(Rigid Sudacs)
OESC. = CJ5 SEQ = 15298
PLT. TYP.-WAVE DESIGN ca1l-F9eGI7NEv1N-2 4ITMT=NYCD%Ma QTY= 8 TOTAL= 8 REV. 17.02.02B.0123.11 SCALE=1.0000
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUN , SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TC LL 20.0 Sf
p
REF
DATE 08-18-2018
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
D'ONOFRIO DR., SUITE 200, MADISON. W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WTH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITANDHAPPUCNBUE APER SSOCIATTIVISIONS ION)AANDOTPINDS ALPNAE CONAL ONNECTOIGN RS ARE MIAICATION DE OFF 20 ABUSHED A TM A653 GR40 GALV STEEL YTHEAMERICAN EST
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWSE LOCATED ON THIS
PEET
PE# 49200
CA#27788
TIC DL 15.0PSf
BC DL 10.0psf
BC LL 0.0PSf
roT.LD. 45.Opsf
DRWG
CK
O/A LEN. 5
OUR.FAC 1.25
JOB#: 7461
PALM CITY, FL 34990
772-286-3700
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEALON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONM. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
850 NW Federal Hwy,
$ui1e 172
Stuart, FL 34994
SPACING 24.0"
TYPE JACK
Top chord 2x4 SP #2
Bol chord 2x4 SP 92
Webs 2x4 $P #3
Left cantilever is exposed to wind
Bottom Chard checked for 10.00 pat non -concurrent live load.
All wind load cases on this buss have a 1.33 duration factor.
FT
R=431# U=45W RL=214# W=3"e
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
1 plale(s) require special positioning. Refer to sealed plate plot details for special positioning
requirements.
170 mph wind, 15.00 If mean hgl, ASCE 7.10. CLOSED bldg. not located within 4.50 It from mot edge, RISK CAT 11. EXP D.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(a/-)=0.18
Wnd loads and reactions based on both MWFRS and CBC. r
Deflection meets U360live and L/240 total load. Creep increase factor for dead load is 2.00.
5W4
R=16W U=280 NAILED
R=91# U=419 NAILED
DESC.= EJ7 SEQ = 16296
PLT. TYP-WAVE MIGN CRIT=FB02017REWP1m4 FMT=mxloxp aol QTY=14 TOTAL=14 REV. 17.02.02B.0123.11 SCALE=1.0000
KOST TRUSS, INC.
ROOF AND FLOOR TRUSSES
4175 SW MARTIN HWY
"WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91 (HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WTH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
I
T. STALES
PEET
pE#49200
CA#27788
TC LL 20.Opsf
TO DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 08-18-2018
DRWG
CK
O/A LEN. 7
DUR.FAC. 1.25
JOB#: 7461
PALM CITY, FL 34990
772-286-3700
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z.THE SEAL ON THIS DRAWNG INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
BUILDING COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
850 NW Federal Hwy,
Suite 172
Stuart, FL 34994
SPACING 24.0"
TYPE EJACK