HomeMy WebLinkAboutTRUSS PAPERWORK WITH CERTIFICATETJ Truss Corp.
2801 Industrial Ave Two, Fort Pierce, FL 34946
Engineering Package Certification Form
Contractor/Builder: Blackstreet Enterprises Llc Job #:
Project: #17 / 100203
Model:
City/County of Jurisdictior SAINT LUCIE BY
Occupancy Type:
Engineer or Architect of Record:
Roof / Floor Truss Company: TJ Truss Corp.
Truss Company Address: 2801 Industrial Ave. #2 Fort Pierce, FL 34946
Truss Company Contact Info: Phone: 772-466-3388 Fax: 772-466-9329
Engineering Software Supplier: Alpine Engineered Products FILE
Engineering Software Version: V.I. E.W. Version 9.01.01.0124.02
I certify that the engineering for the trusses listed on the attached index sheet has been designed and
checked for compliance with the Florida Building Code 2007 and are in conformance with the Florida
Administrative Code Chapter 61G15-31.003. The truss system has been designed to provide adequate
resistance to wind loads and forces as required by the following provisions:
Design Criteria: ASCE 7-05
TCLL TCDL BCLL BCDL TL `non -concurrent
Loading (PSF): 20 7 10 • 10 37 Duration Factor. 1.25
Wind Speed: 140 mph Exposure: B
Mean Roof Height: Auto Feet
Engineer: Julius Lee, 1109 Coastal Bay Blvd, Boynton Beach, FL 33435
Attached is an index sheet submitted in accordance with the Department of Professional
Engineering, Tallahassee, FL. Engineering sheets are photocopies of the original design
and approved by me.
If structural Engineer of Record is not listed above then he did not exist as of the seal date
per section 61 G15-31.003(5a) of the Florida Adminsitrative Code.
As witnessed by my seal, I hereby certify that the aboveinfo
s00�p\19
is true and tcordancewithto the best fSS.6680my 101-
'
andrelectroncally sealedinacmaon
668.006.
```���,0V.US '
` e,
G E
�� %
1
Name ...............: Julius Lee, P.E.
NO. 48 9
Certification #..: 34869
v
Apr 28, 2010
.fl ST T OF
i ((/
1109 COASTAL HAY
BOYNTON BCH,FL.33435
ELLECTRONICALLY SEAL
IN ACCORDANCE TO
SS.668.001-668.006
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TJ Truss Corp. Page:1
Engineering Package Index Sheet
JobNumber.
100203
Builder:
Blackstreet Enterprises Llc
Project:
#17
Model:
Location:
SAINT LUCIE
This index sheet lists, in numerical order, the
drawings as they appear within this bound pkg in
conformance to Florida Administrative Code
Chapter 61G15-31.003.
Truss #
Page I.D.
Dwg Date
(fly
Base Span
Pitch
Seq. #
Cart Form
Non. App.
Engineering Packet Index Sheet
Non. App.
1
A01
04/28/2010
3
36'08"00
5 / 12
4930
2
A02
04/28/2010
2
36'08"00
5 / 12
4398
3
A03
04/28/2010
2
36'08"00
5 / 12
4427
4
A04
04/28/2010
2
36'08"00
5 / 12
4439
5
A05
04/28/2010
2
36'08"00
5 / 12
4450
6
A06
04/28/2010
2
36'08"00
5112
4463
7
A07G
04/28/2010
2
36'08"00
5 / 12
4479
8
ER
04/28/2010
26
07'00"00
5 / 12
4491
9
CJ1
04/28/2010
8
01,001,00
5112
4500
10
CJ3
04/28/2010
8
03'00"00
5 / 12
4501
11
CJ5
04/28/2010
8
05'00"00
5 / 12
4502
12
HJ7
04/28/2010
4
09'10"01
3.54 / 12
4497
As witnessed by my seal, I hereby certify that the above
information is true and correct to the best of my knowledge
and electronically sealed in accordance with SS.668.001-
668.006.
• NO. 4S 9
�:. J4R
OF
'10P
�����iss�ONALF
7E
1109 COASTAL BAY
BOYNTON BCH,FL.33435
ELLECTRONICALLY SEAL
IN ACCORDANCE TO
SS.668.001-668.006
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Apr 28, 2010
SUPLIST.TXT
JobKey: 100203
Company: TJ Truss Corp.
Address: 2801 Industrial Ave. #2
Fort Pierce, FL. 34946
Phone: 772-466-3388
site Address: House #17
Fort Pierce,FL-
SUPPORT REPORT
JOB DESCRIPTION:
100203
WIND CODE:
-------
WIND MPH:
140
BLDG TYPE:
CLOSED
TRUSS
TRUSS
SUPPORT SUPPORT
BEARING
BEARING
REACT.
REACT. MAX WIND
DESC
SPAN-ft
SIZE -in. TYPE
XLOC-ft.
YLOC-ft.
MAX.+#
MAX.-# UPLFT.-#
1
36.67
8.00
WALL
0.000
8.000
1515
-226
A01
36.67
8.00
WALL
36.000
8.000
1515
-226
--------------------------------------------------------------------------------
A02
36.67
8.00
WALL
0.000
8.000
1432
-231
A02
36.67
8.00
WALL
36.000
8.000
1432
-231
--------------------------------------------------------------------------------
A03
36.67
8.00
WALL
0.000
8.000
1565
-236
A03
36.67
8.00
WALL
36.000
8.000
1565
-236
--------------------------------------------------------------------------------
A04
36.67
8.00
WALL
0.000
8.000
1528
-542
A04
36.67
8.00
WALL
36.000
8.000
1529
-542
--------------------------------------------------------------------------------
A05
36.67
8.00
WALL
0.000
8.000
1432
-543
A05
36.67
8.00
WALL
36.000
8.000
1432
-543
--------------------------------------------------------------------------------
A06
36.67
8.00
WALL
0.000
8.000
1432
-545
A06
36.67
8.00
WALL
36.000
8.000
1432
-545
--------------------------------------------------------------------------------
A0,7G
36.67
8.00
WALL
0.000
8.000
2824
-1065
A07G
36.67
8.00
WALL
36.000
8.000
2824
-1065
--------------------------------------------------------------------------------
ET7
7.00
8.00
WALL
0.000
8.000
349
-113
E37
7.00
1.50
NAILED
7.000
8.000
125
11
EJ7
7.00
1.50
NAILED
7.000
10.962
164
-128
-----------------------------------------------------------
CJ1
1.00
8.00
WALL
0.000
8.000
CJ1
1.00
1.50
NAILED
1.000
8.000
C31
1.00
1.50
NAILED
1.000
8.462
-----------------------------------------------------------
C13
3.00
8.00
WALL
0.000
8.000
C33
3.00
1.50
NAILED
3.000
8.000
C33
3.00
1.50
NAILED
3.000
9.295
---`-------------------------------------------------------
CJ;S
5.00
8.00
WALL
0.000
8.000
cis
5.00
1.50
NAILED
5.000
8.000
C35
5.00
1.50
NAILED
5.000
10.128
---------------------------------------------
H37
9.84
10.56
WALL
0.000
-----
8.000
HJ7
9.84
1.50
NAILED
9.837
8.000
H37
-----------------------------------------------------------
9.84
1.50
NAILED
9.837
10.943
192
21 -9
46 -34
-----------
214
50
S7
-----------
279
88
112
-117
-17
-49
-83
4
-46
-96
9
-88
-------------------
395
-169
350
-50
206
-------------------
-155
--- --------------------------------------------------------------------
*HANGER denotes a hanger calculated by the layout program. Refer to the
layout HANGER SCHEDULE for complete list of hangers and nails required.
------------------------------------------------------------------------
Page 1
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,
JOD,IUULU,$) ,LIMCNstreet enterprises L ,IlFl / J AUl
Top chord 2x4 SP #2
Bot chord 2.4 SP #2
Webs 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACINGON OC) START(FT)-END(FT)—
TO 40 -1.39 39.06
BC 114 0.15 36.52
Deflection meets U360live and L/240 total load.
18'4"
THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S IAYUU I
140 mph wind, 15.00 fit mean hill, ASCE 7-05, CLOSED bldg, not located within 4.50 fl from roof edge, CAT II, EXP B, wind TO
DL=4.2 Fis( wind BC DL=5.0 Fist. Iw=1.00 GCpi(H-)=0.18
Wind reactions based on MWFRS pressures,
Truss passed check for 20 par adtltional bottom chord live load in areas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 Fist nonconcunent live load.
Calculated vertical deflection is 0.20" due to live load and 0.35' due to total load at X = 184-0.
MWFRS loads based on trusses located at least 15.00 t. from roof edge.
36'8"
61 rt 'f2'6"4 -5- 18'4" -f. 24'2'12 30'1T7 361 .i
6'6"9 5'10"12 5'10"12 5'10"12 5'10"12 679
L..k 9'5"14 8'10"2 36,8" 810"2 T5"14 .a-. f�
R=1515# U=226# RL=280/-280# W=8" 36'8" R=15154 U=226# W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5
LEFT JIG = 19'11"15 RIGHT JIG = 19'11"15
DESC.= A01 SEQ = 4930
PLT. TYP.-WAVE oFaol CrlmamResn .IRT=PGINO QTY=3 TOTAL=3 REV. 9.01.01.0124.02 SCALE=0.1875
Cv
f.RU.Ci.-1 CAHY.
T
-�
SSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
"WARNING"TRULI
AND BRACING.REFER TO HE-11(HANDNG INSTALLING AND BRACING), PUBLISHED BY TPI98VUS
PLATE INSTITUTE. 5330 ONOFRIO DR., SUITE 200.MDISON, WL 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORATING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HOWE
PROPERLY AL ATTACHED STRUCTURPFNELs AND BOTTOM CHORD SKILL HAVE A PROPERLY ATTACHED RIGID
CEILING. "IMPORTANT" FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN,A FMLUETOBMLDTHETRUSSESINCOWORMANCENI WI;ORFADRICATJNG.
HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPPLICABLE
PROMISING OF Nos(NATIOWJ. DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPERA SCCIAUOMMDTPI.ALPINECONNEOTORSAREMADEOF20GAA WT 53GR40GALV.STEEL
EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN. POSIRIONCOMJECTORS PER DRAWINGS 1600.2.THESEAL ONTWS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONN- ENGINEERING RESPONSIBIIITV SOLELY FORTHE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIL TPI 1-1995 SECTION 2.
Julius Lee P.E.
License # 34869
1109 Coastal Bay Blvd.
O ton BBBGl, FL 33435
Boynton
TC LL 20.0p sf
TC DL 7.Opsf
0- E
BC DL 10.Opsf F3
BC LL` 10.Opsf• �y
mFj
TOT.LD. 37.Opsf , z
REF
DATE 04-28-2010
DRWG
O/A LEN. 350800
2900 Tnduxu ixl J31r1
Fort Pierct rL 34446
111101m(7?2)4663W
„ T .I
F71L (; �)4GG-F3.Y
DUR.FAC. 1.26
JOB #-100203
SPACING 24.0"
TYPE COMN
PDF created with pdfFactory Pro trial version www.r)dffactorv.com Page 1 Of 12
Top chord 2x4 SP #2
Bot chord 2x4 8P #2
Webs 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TO
42
-1.39
17.00
TO
32
17.00
19.67
TO
42
19.67
38.06
Be
115
0.15
36,52
140 mph wind, 15.00 It mean hgt. ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TO
DL=4.2 psf, wind Be DL=5.0 psf. Iw=1.00 GCpi(a/-)=0.18
Wind reactions based On MWFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.18" due to live load and 0.32' due to total load at X =97-0 0.
Collection meets U360live and U240 total load.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
36'8'
36'8"
6'1"3 5'5"6 - 5'5"6 218" 576 515"6 SYS
r• e'9"14 1T 79'e" 2T10'2 38'8"
8'9'14 8'2"2 8'2"z 8's"14
R=1432# U= 31# RL=2521-262# W=8" 36,8" R=1432# U=237# W=W
LEFT RAKE =1'5"5
LEFT JIG = 18'6"9
DESC.= A02
rxUs.Iq soul
J
2900 industrial 331d
FIII'l-Tierce•, FL. 34946
POonw (1-2) 466-33&Y
i'nx: (77-2) 4G(r-9327
2 TOTAL= 2
INSTALLING
Julius Lee P.E.
"'I (MUSS
Z`RCES
License#34869
to SHALL HAVE
.RLY ATTACHED RIGID
FACTOR.
I FROM THS
TING,
HAPPLIOABLE
'ORESTAND
da GALv. STEEL
RMSE LOCATED ON
IINO INDICATES
scoMPONErrt 11109 Coastal Bay Blvd
PDF created with,pdfFactory Pro trial version www.pdffactory.com
REV. 9.01.01.0124.02
RIGHT RAKE = 1'5"5
RIGHT JIG = 18'6"9
SEQ= 4398
SCALE=0.1875
TC LL
20.Opsf
TC DL
7.Opsf
BC DL
10.0psf
BC LL'
10.Opsf•
TOT.LD.
37.0Dsf
DUR.FAC. 1.25
SPACING 24.0"
m d DATE 04-28-2010
3 DRWG
S€
�U
Uc
m z O/A LEN.. 360690__
JOB #: 100203
TYPE HIPS
Page 2 of 12
Top chord 2x4 SP #2
Bol chord 2x4 SP #2
Webs 2x4 SP 43
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING
USE PURLINS:
CHORD SPACINGON OC)
-START(FT)
-END(FT)-- -
TC 35
-1.39
15.00
TC 45
15.00
21.67
TC 35
21.67
38.06
BC 115
0.15
36.52
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
15,
I nlb UWG. rntrAHtu nY Ine ALVINt JUd utsurvtn VNUUXAM rRUM I nwJ MrNo LATUV 1
140 mph wind, 15.00 ft mean hgL ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP It, wind TC
DL=4.2 pat, wind BC DL=5.0 pd. M-1.00 GCpi(+l-)=0.18
Wind reactions based on MWFRS pressures.
Truss passed Check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.
Bottom chord ch..ked far 10.00 psf nonconcurrenl live load.
Calculated vertical deflection is 0.21" due to live load and 0.36" due to total load at X = 1& -0.
Deflection meet. UWO live and L1240 total load.
36'8"
9'S"14 18'4" �F 27'2"2 t 36'8" ti
9'5"14 8'10'2 36'8' BYO"2 95714
R=1565N U=236# RL=236/-236# W=8" 36'8" R=1565# U 29 # W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5
LEFT JIG = 16'4"9 RIGHT JIG = 16'4"9
OESC.= A03 SEQ = 4427
PLT. T'P.-WAVE osGXv CunrecamFEaM-.FCY'X,.yX' QTY=2 TOTAL=2 REV. 9.01.01.0124.02 SCALE=0.1875
t� .S ^
L aIUJr.1 CAlRY,
T
'WARNNG"TRUSSES REQUIRE EXTREME CAPE IN FABRICATING, DANDLING SHIPPING,
AND BRACING. REFER TO HIB-94(KNIDLING INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS
PLATE IN51MLrTE,181 D'ONOFRIO OR, SNTE200, MADISON,WI. 53719) FOR SAFETYPRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS: UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS ANp BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING, "IMPORTAM" FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEMATON FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TEL OR FABRICATING,
WWUUNG,SHIPPING.INSTALLINGANDBRACINGOFTRUSSES, DESIGN CONFORMS WITHAPPLICABLE
PROMSIONS OF NOS (NARON4DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPERASSOCIATION)MDTPI.ALPINECONWCTORSAREMPDEOF20GAA MA653GR10GALV.SMa
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ONT115DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN.MESUITABILITYµOUSEOFTHISCOMPONENTFORANYPARTICLRMBUILDING
15 THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI 1-1995 SECTION 2.
Julius Lee P.E.
Ucen.e#34869
1109 Coastal Bay Blvd.
OyillOp Beach, FL 33435
TC ILL 20.Opsf
TC DL 7.Opsf
G.
BC OIL 10.0psf 1�2=
p
BC LC 1O.Opsf' �U
Uc
TOT.LD. 37.Op5f mZ
REF
DATE 04-28-2010
DRWG
2900 Tnduslrisl J3FJ
For( PicirCL'1 FL.34946
1'I1011F(772) 4663W
Fni;(772)46G-932Y
O/A LEN. 360800
DUR.FAC. 1.25
JOB#: 100203
SPACING 24.0"
TYPE HIPS
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Top chord 2x4 SP #2
Bot chard 2x4 SP #2
Webs 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING
USE PURUNS:
CHORD SPACING(IN OC)
START(FT)
END(FT)
TC 39
-1.39
13.00
TO 44
13.00
23.67
TC 39
23.67
38.06
BC 78
0.15
36.52
I
ce
140 mph wind, 15.0011 mean hill, ASCE 7-05. CLOSED bldg, not located within 4.501t from roof edge, CAT II, EXP B, wind TC
DL=4.2 pelf, wind BC DL=5.0 psf. Iw=1.00 GCpi(-/-)=0.18
Wind reactions based On MWFRS pressures.
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.
Bottom chord Checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.22" due to live lead and 0.37" due to total load at X = 18-4-0.
Deflection meets U360live and LI240 total load.
13' 23W 36'8"
13' ~ 10'8'. 13'
6'9"14 13' 18'4° 23'e" 29'10"2 36'8° _
6'9"14 6'2"2 I 5'4" 5'4" 6'2"2 ~ 6'a 14
27'2"2
36'8"
9'5"14 8'10"2 36'8" 8110"2 95"14
5�
R=15289 Li RL=210/-210# W=8" 36'e" R=1529# U=542# W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5
LEFT JIG = 14'2"10 RIGHT JIG = 14710
DESC.= A04 SEQ = 4439
PLT TYP: WAVE osslr++cwT=Fec wmcsaPPmv+nmr-oxlouvxn QTY= 2 TOTAL= 2 REV. 9.01.01.0124.02 SCALE=0.1875
(1)
LRUSn1 `AHY.
T
.. ..........
"WARNING" TRUSSES REGURE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND SPACING, REFER TO HIB-91(HgNDUNG INSTALLING AND BRACING). PUBLISHED BY TPI(TRUSS
PLATE INSTITUTE, 653 DONOFRIO DR SUTE200, MADISON, WL 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MW
PROPERLY AIIAGREG STRUCTURAL PANELS AND BOTTOM CHARD SHALL HAW PROPERLY ATTACHED RIGID
CEILING. "IMPORTAM^FURNISHA00PY OF IS0ESI.N TO THE INSTALLATION CONTRACTOR,
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATON FROM TMS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TIC; OR FABRICATING,
HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WRHAPPLICABLE
PROMSIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A LIA➢E OF 20GAASTM Aa53 GR40 GALV. STEEL
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACEOF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AS. THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEM
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICIMR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN51RP11-1995SECTION 2.
Julius Lee P.E.
License #34869
1109 Coastal Bay Blvd.
Boynton BBdeh, FL 3343$
.11Y
TC LL 200sf
TC DL 7.0psf Nd
G- t
BC DL 10.Opsf � S
BC LL' 10.0PSf• -U
V.
roT.LD. 37.Opsf .m20/A
REF
DATE 04-28-2010
DRWG
2900 induxtrinl J3ld
-ForlfIDF'1:1,'1 TL -34V46
I'hona:(7-2)466.33M
FIII: I!^IJ iG6-Y3T1
LEA. 36Da6D
DUR.FAC. 1.25
JOB#: 100203
SPACING 24.0"
TYPE HIPS
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Tap chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING
USE PURLINS;
-CHORDSPACING(IN OC)
START(FT)
END(FT) -
TC 42
-1.39
11.00
TC 38
11.00
25.67
TO 42
25.67
38.06
SC 77
0.15
W.52
140 mph wind, 15.00 It mean hg4 ASCE 7-05, CLOSED bldg, not located within 4.50 ft from met edge, CAT II, EXP B, wind TC
DL=4.2 psi, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psi non -concurrent five load.
Calculated vertical deflection is 0.24" due to live load and 0 4T' due to total load at X = 5-6-1 S.
Deflection meets USED live and 17240 total load.
_ 11' 25'8" 3618"
5914 I_ '4° 148" 30'1°2 11
52"2 52025914 74" T'
38'8'
5'9"14
11' 18'4° 25'8° 36'8"
1T T4" 7'4° 11'
R=1432# U=543# RL=1831-183# W=8° 36'8" R=1432# 6=543# W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5
LEFT JIG = 12'0"10 RIGHT JIG = 12'0"10
DESC.= A05 SEQ = 4450
PLT. TYP.-WAVE USIGN CMT-Rsaeac,T` o a-Rr.(110sy NM QTY=2 TOTAL=2 REV. 9.01.01.0124.02 SCALE=0.1875
!U ♦Cf t)y
111UA1 CA1U.
T
" ..
'WARMNG'TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING
ANDBRACING. REFER TO W&91(HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI(RUSS
PLATE INSTITUTE, 511 DONOFRIO DR, SUITE 200, MA)I50N, W1.$3719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIDCEIU
ALPINEENGINEEREDPRODUCTS. INC. SHALL NOT BE RESHACOPY OF THIS IGN TO THE SPONSIBLEIFOR ANY DENATION ROM THS
DESIGN; PNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIN ML OR FABRICATING,
HPNDLINGSHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE
PRONSIONS OF NO$(NATIONAL, DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTAND
PAPERASSOOIATION)AND TPLALPINE CONNECTORSARE MADEOF 20GAA5TMAR53 GR40 GALV.STEEL
EXCEPT AS NOTED. APPLY
THSDESGN POSITION CONECTORS PER DRAWINGS 1FB TO EACH 60 A2THE SEAOSS L ON THIS D WUNLESS RINGSINDICAESD ON
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE MUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
15 THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1-1995 SECTION 2.
Julius Lee P.E.
License # 34869
1109 Coastal Bay Blvd
Oynton Beach, FL 33435
TC LL 20.Opsf
TC DL 7.Opsf LLd
d
BC DL 10.0psf a
JO
BC LL' 10.Opsf' �q
Vo
TOT.LD. 37.Opsf ° yz
REF
DATE 04-28-2010
DRN:G
2961l1ndusu'ixl J31d
Furl Picrccl FL'14946
P hoiw 2)46b33&1
Fax: (7+2J 4GG-Y329
O/A LEN. 360800
DUR.FAC. 1.25
JOB #: 100203
SPACING 2a.0"
TYPE HIPS
PDF created with pdfFactory Pro trial version www.pdffactory.com Page 5 of 12
Top chord 2x4 SP #2
Bol Chord 2x4 SP #2
Webs 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING
USE PURLINS:
CHORD SPACING(IN OC)
START(FT)
END(FT)
TO 42
-1.39
9.00
TO 36
9.00
27.67
TC 42
27.67
38.06
Be 71
0.15
36.52
I MIS IIWU, rrcerrrcnu m Ina nLnn= aU= U=muly=n rnwnnm rnUln In
140 mph wind, 15.00 it mean h9t, ASCE 7-05, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP B, wind TC
DL=4.2 psf, wind Be DL=5.0 Est. Iw=LO0 GCpi(+/_)=0.18
Wind reaction. based on MWFRS pressures.
Bottom Chord checked for 10.00 psf norRConcument live load.
Calculated vertical deflection is 0.2T' due to live load and 0.49" due to total load at X=184-0.
D.R.Gtion meets U360live and U240 total load.
4'9"14 9' 9' 15'3"4 24L1"2 2T8" 31'10"2 9 36'8'
4'9"14 4'2"2 6'3'4 6'i"8 6'3"4 47"2 4'9"14
36'8"
9' 18'4" 27'8" 36'8"
9. 94" 36'8" 9,4„ 9'
H y
R=1432# U=545# RL=1571-1579 W=8" 3618" R=14329 U=545# W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = V5"5
LEFT JIG = 9'10"l0 RIGHT JIG = 9'10"10
DESC.= A06 SEQ = 4463
PLT. TYP.-WAVE es.lCv+cwr"r6cmammrsmua2 rTim-mslowlryol QTY=2 TOTAL=2 REV. 9.01.01.0124.02 SCALE=0.1875
LRUSS C.l�1lC.
T
-
'"ARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHPPING. INSTALLING
ANOBRACING. REFER TO HIS-91(HANDLING INSTALUNGAND BRACING), PUBLISHED BY TPI REUSS
PLATEINSTR1.TE.5S]DR., SUITE 200, MADISON, WE 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRWTUVAh PANELS AND BOTTOM CHORD SHALL HAVE APROPERLY ATTACHED RIGID
CEILING. "IMPORTPNI"FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PROWOTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THE
DEBIGN; PNT FNLURETO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING,
H°NOLING, aHIPPING.INSTPLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHA➢PLICABLE
PROV SHONa OF NOS (NATIONAL OF SIGN SPECIFICAPON PUBLISHED BY THE AMERICAN FOREST AND
PAPERASSOCIATION)ANDTPI.ALPINECONNECTORSAREIAAOEOF20GAASTMPb53GR40G%V.STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
TMSDESIGN POSITION CONNECTORS PER DRAWINGS 160 Ad. THE SEAL ONTHIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN. THE SUITABILITY AND WE OF THIS COMPONENT FOR ANY PARTCUTAA BULGING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSUES)1-1995 SECTION 2.
Julius Lee P.E.
License
I109CGastal Bay Blvd.
Boynton Beach, FL 33435
YR
TC LL 20.Opsf
1'
9O'ONOFRIO
TC DL r.Op$f to=DATE
d E
BC DL 10.Opsf
Bf.•LL: 10.0PSf' -IU
Y
TOT.LD. 37.Opsf .�Z
REF
04-28-2010
DRWG
2900 Tndusll'ial J31TI
f19T1-PlOrEt, TL 34446
111)011e::(7..2)466-3388
Flu: c•r-z1 i66-Hi31y
C/A LEN,. 360600
DUR.FAC. 1.25
JOB#: 100203
SPACING 24.0"
TYPE. HIPS
PDF created with,pdfFactory Pro trial version www.pdffactory.com Page 6 of 12
JOD:(3 UUZUU) ,LIMCKSlfeel enlerprlseS L ,81 f r AUfl9
Tap chord 2K4 SP MJO :T2, T3 2K6 SP #2:
Bat chord 2x6 SP 240Of-2.OE
Webs 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(INCC) START(FT)—END(FT) — -
TC 26 -1.39 7.00.
TO 22 7.00 29.67
TC 26 29.67 38.06
BC 66 0,15 36.52
Calculated vertical deflection is 0.59" due to live load and 1.10" due to total load al X=18-4-0.
Calculated vertical deflection is 0.59" due to live load and 0.50" due to dead load at X =184-0.
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)SUBMITTED BY I HUSJ MFR.
Trusses or components connecting to this girder have been modified by the suss designer. The loading for this girder requires
vesication for accuracy.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. Iw=1.W GCpi(H-)=0.18
Wind reactions based on MWFRS pressures.
#1 hip supports 7-M jacks WY2 panel TC and no end vert.
Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-6 overhang. End jacks have 7-0.0 setback with 0-0-0 cant and
1-56 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-5.6 overhang.
Deflection meets LJWO live and 1240 total load.
7- 29'8" I 368"
3' F- 12'8"14 rt 22'8� 21ril-2 -1 29'8" 1 3678" _
7- S'8"74 57°2 57°2 5'8"14 7'
12 O 2X3 O
5 p H0912 3X4 T2 5X6 3X4 T3 H0912
Ed
4X12(A7R)
4X12(A7R)
lB.
bxA
36'8"
7' 12'8"14 18'4" 21 "2 I 29'8" 1 36'8"
7' 5'814 5'7"2 36'8" 5'7°2 5'8"14 7'
149 U=1065# W=8" 3613" R=28249 U='
LEFT RAKE = 1'5"5
LEFT JIG = 7'8"l0
DESC.= A070
PLT. TYP: WAVE
rxuss cnU.
T
2900 industrial J3171
For( Piercer FL 34946
Phone; {??2) 464-33M
Far. (7±2) 4G6-9329
ON
W=8"
RIGHT RAKE =
RIGHT JIG = 71
Lee P.E.
TC LL 20.Opsf
REF
# 34869
TC DL 7.Opsf a `DATE
04-28-2010
BC DL 10.0pSf `3
DRWG
BC LL' 10.Opsf•
TOT.LD. 37.Opsf mz
O/A LEN. 360800
DUR.FAC. 1.25
JOB #: 100203
costal Bay Blvd.
Beach, FLBlvd.
3�35
SPACING 24.0"
TYPE HIPS
PDF created with pdfFactory Pro trial version www.pdffactory.com Page 7 of 12
Job:(1UUZU3) k3l3CKStreel tnterprlSOS L ,91 / / tJ /
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -1.39 7.00
BC 75 0.15 7.00
Deflection meals U360live and M40 total load.
I me uvvo. rn=rnn=u m rnwnnm rnuln
140 mph wind, 15.00 It mean h9l ASCE 7-05, CLOSED bld9, not located within 4.50 It from roof etlg e, CAT II, EXP B, wind TC
DL=4.2 psf, wind 8C DL=5.0 pat Ica=1.00 GCpi(+/-)=D.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 pat non -concurrent live load.
Calculated vertical deflection is 0.09" due to live load and 0,17' due to total load at X = 3-9-14.
R=164# U=1289 NAILED
10'17"9
in
iro
m
8'
h-11'=349V U=113# RL=157/-61# W=8" T R=1 5# NAILED
LEFT RAKE = 1'5"5
LEFT JIG = 7'810 RIGHT JIG = 8'5"6
DESC. = EJ7 SEQ = 4491
PLT. TYP.-WAVE QTY=26 TOTAL=26 REV. 9.01.01.0124.02 SCALE=0.5000
�1
TLl\U�hS CAHY.
y"
.. ........
'NJPAMNG" TRUSS Be REQUIRE EXTREME CARE IN FPHRICANNG, HANDLING. SHIPPING. INSTALLING
AND BRACING.REFER TO HI3-91 QIANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI URUSS
PLATE INSTITl11E, 563 VONOFRIO DR., SUITE 200,MADISON. WI.53T19) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL H4VE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING, "IMPORTAM" FU2NISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS. INC. SHPLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAWRE TO BUILD THE TRUSSES IN CONFORMANCE WM TPI: OR FABRICATING.
HWOLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHA➢PLICABLE
PROVISIONS OF Nos IAA¶ONAL DESIGN SPECIFICUNONPUBMGHED BY THEAMERICANFORESTAND
EXCEPTASNOTED.NAPPLY CONNECTORS TO EACH FACE OFT TRUSS PAD, UNLESS OTHERWISE LOCATED ON iDECF20GAXST&1_ii653 GRID GN-V. STEELTOT.LD.
THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 150 AZ. THE SEAL ONTHIS DRAWING INDICATES
ACCEPTANCE OF PROFESSION4 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SWINK THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSRTPI 1-1995 SECTION 2.
Julius Lee P.E.
License#3I869
1109 Coastal Bay Blvd.
Oynton Beach, FL 33435
TC LL 20.Opsf
TC DL 7.0psf NZ.
G.
BC DL MOW �
n o
Y
BC LLB 10'0f1sf� Uc
00
37.Opsf z
REF
DATE 04-28-2010
DRWG
2900 Tndustrisl J31d
—T`11T1"rlL'R:L',F)- 37946
I1I)Ono:('72)46633,q
Fax: f?�2)4GG-y3e'1
D/A LEA,. __. 7
DUR.FAC. 1.25
JOB#: 100203
SPACING 24.0"
TYPE EJACK
PDF created with,pdfFactory Pro trial version www.pdffactory.com Page 8 of 12
joo:l-luuzua) ,blaCl(SBee1 enterprises L st / / w1
Tap chord 2x4 SP #2
Bot chord 2x4 SP #2
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN Or) START(FT) END(FT)
-TC 31 - -439 - 11W -
BC 10 0.16 1.00
Deflection meets U360live and 1.1240 total load.
R=344 Rw=46# U=49# NAILED
3'5"9
3'
I
1.4" i.
R=1929 U=1179 RL= 11-289 W=8"
R%=-21
R=9/-9# Rw=21# U=17# NAILED
LEFT RAKE = 1'5"5
LEFT JIG = 1'3"
DESC.= CJ1
PLT NP.-WAVE
rxUi.iS COU.
T�
2900 Tnd uxt rixl 331'd
Furl Piorccr 1,1- 34946
1'hoaw r?2) 46633&4
Fax: (,-2) 466-9329
THIS DWG. PREPARED BY THE ALPINE JUB DESIGNER PHUGHAM CHUM IHU55 Mt HL LAYUU I
140 mph wind, 15.W It mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B. wind TC DL=4.2 Pat,
wind BC DL=5.0lost. Iw=1.00 GCpi(+/-)=0.18
Wind reactions based on NRNFRS pressures.
Bottom chord checked for 10.00psf non -concurrent live load.
Calculated vertical d.ftet an is OAO" due to live load and 0.00" due to total load at X = 0.7-2.
RIGHT JIG = 2
SEO =
Julius Lee P.E.
TC LL 20.Opsf
REF
Ucense # 34869
TC DL 7.Opsf av
DATE oa-zt
,G0
BC DL MOW -g
DRWG
BOLL• 10.Opsf �y
TOT.LD. 37.Opsf m za
CIA LEN. 1
ON
DUR.FAC. 1.25
JOB #: 100203
1109 Coastal Bay Blvd.
Boynton Beach, FL 33435
SPACING 24.0"
TYPE JAC
PDF created with pdfFactory Pro trial version www.pdffactory-com Page 9 of 12
Top chord 20 SP #2
Bot chord W SP #2
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURUNS:
CHORD SPACING(IN OC) START(FT) END(FT)
TO 57 -1.39 3.00
BC 34 0.15 3.00
Deflection meets U360live and L1240 WWI load.
140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 111, EXP B, wind TO DL=4.2 psf,
wind BC DL=5.0 psf. Iw=1.00 GCpi(H-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is OW due to live load and 0. W' due to total load at X=1-9-14.
R=57# U=46# NAILED
3'
3
3:
F- 1'4" 1 R=214# U=83# RL=791-39# Wz'
R=509 NAILED
LEFT RAKE = 1'5"5
LEFT JIG = 34"12
DESC.= CJ3
PLT. TYP.-WAVE
i'RUss CClldY.
J
2900 Intlumrial 331'd
-Forl-Picrc , FL 34946
Phone: M2) 466-33&4
Div (77-2) 06-9327
Dcsioa c%r-recawmasmi-am MT=OsMyW QTY=8 TOTAL=8
PDF created with,pdfFactory Pro trial version www.pdffactory.com
d'3" 9
3'
RIGHT JIG =4
RFO =
ies�
Julius Lee P.E.
TO LL
20.Opsf
w
License # 34869
TICDL
7.Opsf
TpGHED W GID
TAC
BC DL
D-
10.0psf
�a
,CABLE
BC LL•
10.0psf"
AM) TEEL
TOT.LD..
37.Op5f m
LOCATED DN
TICATEs
DUR.FAC.
1.25
PONEW
1109 Coastal Bay Blvd.
SPACING
24.0"
NOBoynton
Beach, FL 33435
REF
DATE 04-28-2010
DRWG
O/A.LEN. 3-
JOB #: 100203
TYPE JACK
Page 10 of 12
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2X4 SIP #2
Bat chord 2x4 SP #2
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN CC) START(FT) END(FT)
TO 75 -1.39- 5-00
BC 58 0.15 5.00
Deflection meets U360 live and L/240 total load.
N
2X4(A
T
1
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg. not located within 4.50 It from root edge, CAT II, EXP B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(a/-)=0.18
Wind reactions based an MWFRS pressures.
Bottom chord checked for 10.00 psf nan-concurrent live load.
Calculated vertical deflection is 0.02" due to live [Dad and 0.N' due to total load at X = 2-9-14.
R=1129 U=88# NAILED
10'1"9
ti-- 14 R=279# U=969 RL=118/-50# W=B° 5' R= 8# NAILED
3'
LEFT RAKE = VY5
LEFT JIG = 5'611 RIGHT JIG = 6'57
DESC.= CJ5 SEQ = 4502
PLT TYP.-WAVE DESIGNCMd eCMIPIPB91W1WPFLBT. Q%sIaYSa) QTY=8 TOTAL=8 REV. 9.01.01.0124.02 SCALE=0.7500
/(����pj ����
L 1lU.I-.UJyu,
ALiPATE
-",NRMNG"TRUSSES SECURE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
NJD BRACING. REFER TO HI691 (HANDLING INSTALLNG AND BRACING), PUBLISHED BY TPI T USS
INSTITUTE. 563 D'ONOFRIOOR, SLATE 200,M DISON,W.53T19)FOft WET( PRACPCES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEDIDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HOVE A PROPERLY ATTACHED RIGID
CEILING. 'IMPORTANT" FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION COMPACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; PLAY FNLURE TO BUILD THE TRUSSES IN CONFORMfNCE WITHTPI; OR FABRICATING,
WJIDLING,SHIPPINGINSTALLINGANUBR :g OFMUSSES. DESIGNCONFORMSWITHAPPUCABLE
PROVISIONS OF Nos(NATION> DESIGN SPECIFICATION PUBLISHED BY THE AMERCAN FOREST AND
PAPERASSOCIATIOMMOTPI.ALPINECONNECTORSMEMADEOF20GAAB M53GR40GALV..STEEL
Julius Lee P.E.
License
TC LL 2D.D Sf
p
TC DL 7.Op$f Nv
D. 2
BC DL 10.Opsf c 3
11
o
BC LL` 10.Opsf• �U
mp
TOT.LD. 37.Opsf z
REF
DATE 04-28-2010
DRWG
2900 Tndustrixl JJld
FBT7 Plena, rL. 34446
O/A LEN. 5
PIIDnw(772) 46633M
.. Fnx;(T:2)4G6-Y32Y
EXCEPT AS NOTED. APPLY CONNECTRS TO IDNCH FACE OFUSS AND. MESS O11RERWISE
THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A2ME SEA. ON THIS DRAWING INDICATE3D ON
FM
ENGINEERINGOFTHIS
ACCEPTANCE OF THE SUITABILITY ISCOMPONET FOLELY RANYPRTHETRUSB BUILDING
13THEDESIGRESPONSIBILITY OF UILDUSDESIGNR.PERONEMFOR995SECIONP.ABNLOING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER PNSIRPI1+1995 SECTION2.
1109 Coastal Bay Blvd.
Boynton Beach, FL33435
yn
DUR.FAC. 1.25
JOB #: 100203
SPACING 24.0"
TYPE JACK
PDF created with pdfFactory Pro trial version www.pdffactory.com Page 11 of 12
Top chord W SP #2
Bat chord 2z4 SP #2
Webs gel SIP #3
140 mph wind, 15.00 it mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT II, EX? B, wind TC DL=4.2 psL
wind BC DL=5.0 psL N+=1.00 GCpi(+!-)=0A8
Hiplack supports 7JO setback jacks with no webs.
Calculated vertical deflection is 0.00" due to live load and 0.31" due to total load A X= 5-9-2.
Deffeabon meets U360live and Lr240 total load.
5'4"5
F-- 1110"10
� coYrxU�TW0 T3.
id
Farr("Pirrce, PL 34946
Phony p72) 46W38S
Fax:(7-2) 06-9329
Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires
verification for accuracy.
(")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
Wind reactions based on MWFRS pressures.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PU RLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -1,93 B84
BC 75 0.15 9.84
4
9'10"1
U=155# NAILED
10'11"5
n
N ry
8'
U=50# NAILED
Lee P.E.
e # 34869
109 Coastal Bay Blvd.
oynton Beach, FL 33435
RIGHT JIG = 11'9"11
SEQ = 4497
REV. 9.01.01.0124.02
SCALE=0.5000
TC LL
20.Opsf
REF
DATE 04-28-2010
TC DL
7.Opsf
a `
DRWG
BC OIL 1 O.OpSf
BC LL`
TOT.LD.
10.0psf`
37.Opsf
m z
O/A LEN. 9100L
DUR.FAC_
1.25
JOB 100203
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