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Product ADproyal Menu > Product or Application Search > Application List > Application Detail
7 i' • FL # FL7621-R4 NOV . 3 2018
Application Type Revision Permitting De
Code Version 2017 Sty LUQIg C9cln�yant
Application Status Approved �1
Comments SCANNED
Archived ❑ BY
St Lucie County
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
i
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I 1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 04/30/2021
Validated By Troy Bishop, P.E.
O Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7621 R4 COI Indeo.odf
Florida Licensed Professional Engineer or Architect
FL7621 R4 Equiv Eouiv Ddf
104.11.2
1708.3
Product Approval Method Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/18/2017
08/18/2017
08/23/2017
10/10/2017
FL #
Model, Number or Name
Description
7621.1
OSB / Aluminum Skin
EPS Foam Core Composite Roof Panels
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL7621 R4 II Dwo.odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: For outdoor patio construction only. For use outside
FL7621 R4 AE 41n Test Reoorts.pdf
the HVHZ only. See installation instructions for allowable
FL7621 R4 AE 6in Test Reoorts.pdf
span/load combinations.
FL7621 R4 AE Eval.Ddf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hftm.
Product Approval Accepts:
I
Credit Card
Safe
EPS FOAM CORE COMPOSITE ROOF PANELS
L OSB / ALUMINUM SKIN J
EPS ROOF PANEL SPAN DETAIL:
4' MAX WIDTH PER INTERLOCKING PANEL
(2" PER FOOT MIN SLOPE]
OR 0.030' ALUM
CLEAR SPAN (L) INSIDE TO INSIDE
REFER TO ADDITIONAL ENGINEERING SHEETS
FOR LOADS, ROOF CONNECTIONS, & SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE ROOF SPANS ONLY.
TABLE 1: OPEN & SCREENED ENCLOSURES
MAXIMUM ULTIMATE CLEAR SPAN TABLE:
Wuul Speed
same
UOtlate
6lor U�pt'Rld
Deliegknl
I Uwt
N...)
4' Panels
B. Peneb
0.024'
Alum Skin
1•LB EPS
0.030"
Alum Skin
t•LB EPS
0.024'
Alum SHn
1-LB EPS
0.03E
Alum Skin
7a.B EPS
110 MPH
B 1
1SPSF
1 120
1F-T
2&4r
2Z-C
24'V
110 MPH
C1
17 PSF
1 120
1 r_v
190-0'
2Z-r
24'4'
110MPH
D 1
22 PSF
i 120
1W-7
1T$'
2V-P
22$
120 MPH
B 1
18PSF
1 120
tr-0'
t8-9"
.1
24'-0'
120 MPH
C 1
20 PSF
1 120 -
18S"
1r_IV
21'-r
22-0T
120 MPH
D 1
25 PSF
1 120
117S
16'-T
17-1T
21'-W
130 MPH
B 1
20 P8F
1 120
i6'S
171 10'
21'-r
2T-I I'
130 MPH
C
23 PSF
t 120
1s-T
i6'-11'
20'-r
21%V
130 MPH
D
28 PSF
120
74•-T
is, IV
W-10"
20'-C
1 40 MPH
B
23 PSF
120
is-r
16' Ir
20'-0'
21'-10'
1 40 MPH
C
28 PSF
120
14-9"
16'-0"
16-1'
20'-T
740 MPH
D
33 PSF
120
IT-11'
15'-t'
iT-1T
iwr
150 MPH
8
25 PSF
120
1S.T
I 16'S
19'-9'
21'-r
1SOMPH
C
32 PSF
120
IC r
15'S
18'-Y
191-V
/SO MPH
D
38 PSF
120
17 "
4
14'S
171.r
1B'-T
156 MPH
B
1 28 PSF
1 120
14'-W
15'-11'
16-@'
20147
155 MPH
C
1 35 PSF
I 120
13'-IV
14'-12r'
1T-10-
1WIT
156 MPH
D
42 PSF
I 12D
12-11'
14'-0'
18'-P
18-1"
160 MPH
B
30 PSF
120
14-0'
1sT
18'-T
-18-1T
160 MPH
C
37 PSF
120
1T_'r
14'-T
1T-T
t0-11'
160 MPH
D
43 PSF
120
12-9'
13'-10'
16, v
1T-T
165 MPH
B
32 PSF
120
I' -1"
194'
18-r
19•S
165 MPH
C
3B PSF
120
13'-4'
14%S'
ir-r
16'-T
165 MPH
C
47PSF
120
12-8'
IT-T
16'-T
ITS
170 MPH
B
33 PSF
120
IT_10-
is-r
Ir-Ir
IV4"
170 MPH
C
40 PSF
1 120
IS-1'
14'-7
1 16-11-
WIT
170 MPH
D
48 PSF
1 120
12.3"
1T_r
1 15-10'
IT -I"
C
I SD PSF
1 80
12-0'
72-0'
Iz-r
-iz4r
170 MPH
C
1 50 PSF
1 120
12--1'
13•-r
1w-r
t8'-t0'
C
50 PSF
I ISO
10'-T
11'u^
IT-r
IV-9'
C
50 PSF
I 80
124'
I 12-0'
IZ-T
124"
175 MPH
C
60 PSF
1 120
12-1-
13-1'
ts-6'
18'-10'
C
50 HSF
I 180
'U.r
11S"
13••4"
14'-9"
D
52 PSF
80
12-0'
1 12'V
124"
12-0'
175 MPH
1 D
52 PSF
120
12_2
13' r
is-T
16-9'
D
52 PSF
780
10Yi'
11'-5"
13'-T'
1 14'48"
ADD (2) Y4 CONTINUOUS
ADHESIVE LINES DIRECTLY ON SEALIOINT
EPS, (1) 1' FROM OSB EDGE, CONITNUOUS
(1) %e FROM OSB EDGE CAULKING
OSB • OSB
OPTIONAL
°o a°oe 0000'O000eo°°
GUTTER w °o o a '°'° °O'°
z $
OR DRIP a o ^o°°a°O°o°off °°O'°^°°°Oo
CAP _l._. °° 0.024"-0.03W ALUMI UM
OVERHANG-�
CROSS SECTION AT
36' MAX O/N AT FRONT & 25% T'PIi'AL�AAEL�TERCDIX
OF LAST PANEL WIDTH AT SIDES
(UP TO Ir MAX O/H AT SIDES) NOTE: SHINGLES AND/OR OTHER
APPROVED WEATHER MEMBRANE
SHALL BE AFFIXED TO THE OSB TOP
PER MFR. SPECIFICATIONS. DEAD
LOADS DUE TO THESE ROOFING
MATERIALS SHALL BE CONSIDERED
IN ADDITION TO LOADS SHOWN
ABOVE WHEN USING SPAN TABLES.
CLEAR SPAN TABLES
DIRECTIVE:
1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED (SCREENED
WALLS, OR FULLY ENCLOSED).
2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, WIND SPEED
AND EXPOSURE CATEGORY WITH GOVERNING MUNICIPALITY
AND BUILDING CODES IN EFFECT FOR THE PROTECT
LOCATION USING FLORIDA BUILDING CODE.
3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND
EPS CORE DENSITY SELECTED.
4. ANCHOR COMPOSITE PANELS TO EXISTING HOST
STRUCTURE AND EXISTING SUPPORTING MEMBERS PER
SEPARATE CERTIFICATION.
DEFLECTION NOTES:
1. USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS
OVER AN OPEN OR SCREEN -WALLED ROOM.
Z USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS
WITH A NON -PLASTERED CEILING OVER AN ENCLOSED
ROOM.
3. USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS
WITH A PLASTERED CEILING OVER AN ENCLOSED
ROOM, PER FLORIDA BUILDING CODE SIXTH EDITION
(2017) TABLE 16D4.3.
TABLE 1 NOTES:
1. THE PRESSURE VALUES LISTED IN THIS TABLE ARE ULTIMATE PRESSURES AND SHALL
BE USED ONLY WHEN ULTIMATE PRESSURES ARE GIVEN FORA SITE SPECIFIC
INSTALLATION. -SEE TABLE 3 FOR CORRESPONDING ALLOWABLE PRESSURES AND
SPANS (ULTIMATE PRESSURE a ALLOWABLE PRESSURE • 1.67)
2. DEFLECTION LIMIT- 1.1120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3- MAX PER
FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS
AS WELL AS CALCULATIONS FOR PANEL PROPERTIES.
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT
EXCEED V-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL
WIDTH. Q.e. 12' MAX FOR 48' PANEL WIDTH).
5. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION -LIMITS — — —
_ _CONSIDERED FOR -USEIN-THE-HVHZ-ARE: --
-- - - -- 5.1. L/BO FOR SPANS 5 12'-D"
5.2. L/180 FOR SPANS > 12'-O"
C
MAXIMUM ALLOWABLE
DESIGN PRESSURES: _
AS NOTED IN CLEAR �•
SPAN TABLES
4.
DESIGN NOTES: = * Ot loom.,
q
POSITIVE AND NEGATIVE DFSTGN PRFSSl1RFS CAl CI 11 ATM FOR I IRF-TI)iTH % M x I&
ASSEMBLY
TABLE VALUE DERIVATIONS:
PANEL PROPERTIES:
I. PANE STRU URAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS Nos. HETI-05-2025, -05-2026, -05-2027,-05-2028,
-05-2032,-05-2033,-05-2034,-OS-2035 BY HURRICANE
ENGINEERING & TESTING, Inc.
2. PANEL DEAD LOADS (EXCLUSIVE OF WEATHER -RESISTANT
ROOFING-MATl.R1ALS)HAVE-BEEN FACTORED -INTO
-----
CALCULAT10N5 FOR GRAVITY LOADS AS WELL AS CALCULATIONS
FOR PANEL PROPERTIES.
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TABLE 3: OPEN & SCREENED ENCLOSURES
MAXIMUM ALLOWABLE CLEAR SPAN TABLE:
wiM speed
°'
S1°°
Lhm uw
Nor UpkR
uyul
(u )
4' Pareh
6' Panels
0.124•
AWm Skin
11B EPS
0.030"
Akan Skin
I 1-LB EPS
0.024•
Aklm Skin
I- B EPS
I o.ow
l Akan Skin
I- B EPS
110MPH
B
9PSF
120
1W-Er
I 2W-W
27-0•
I 24%W
110 MPH
C
10 PSF
120
1r4r
Ir4r
2z-0-
2r-W
110MPH
D
13 PSF
120
1FIT
1T-w
21'-1*
274r
120 MPH
B
11 PSF
120
1T-0'
18'41•
=-v
24'-0-
120 MPH
C
12 PSF
120
lw r
171-10•
21'4•
27-1 r
120 MPH
I D
15 PSF
120
16S
lw-T
17-12,
21£
130 MPH
I B
12 PSF
120
1(r s*
1T-10'
2113
2T 17-
130MPH
C
14 PSF
120
15'-7'
I&-11'
20'-r
21'4r
130 MPH
D
17 PSF
120
14'-T
75'•10'
1 F10•
9.-4
140 MPH
B
14 PSF
720
IV-W
16'-7r
W-r
21'1D'
140 MPH
C
1 17 PSF
120.
14'-9•
1&4r
17-11
2V-r
140 MPH
D
1 20 PSF
120
IT-111
15'-1'
171-121
19'S
150 MPH
8
15 PSF
120
1S.T
le' w
19-9•
21'.T
150MPH
C
19 PSF
120
14',T
1S-r
18'-4
i6'-T
150 MPH
D
1 23 PSF
120
13'4'
W-W
1T3'
76'-T
156 MPH
B
17 PSF
120
144-
i6'-1r
16'-1r
20'-S
156MPH
C
21 PSF
120
13-10•
14'-12*
1T-70"
.19''r
155 MPH
I D
1 25 PSF
120
17--11"
14'-1•
16'-T
16'-1.
160 MPH
I B
1 18 PSF
120
14W
1S-T
7B-T
18'-tr
160 MPH
C
1 22 PSF
120
IT-T
1V-9'
171-7-
18'•11-
160 MPH
D
1 28 PSF
120
17-9•
13'-10-
16'-0'
17-$
165 MPH
8
1 19 PSF
120
14'-1•
151-0•
18'3'
19'4•
165 MPH
C
23 PSF
120
13.4•
Wr
IrT
18'-T
165 MPH
C
28 PSF
1 0-1z•8'
13'-T
16'-T
1TS
170 MPH
B
1 20 PSF
120
13-10'
1 IT-1"
1T-121
19-4"
170 MPH
C
24 PSF
120
IT-P
W r
116'-11-
16-3'
17OMPH
D
29 PSF
120
1z-r 7
1 xr
i15'-10•
7T-7-
C
30PSF•
80
17-0• 1
12-0W
7r4r
1ZW
170 MPH
C
30PSF•
120
17.1•
13'-7•
15'$
78-10•
C
30 PSF •
180
10'-T I
11'.5•
13W
144 r
C
30 PSF •
6o
17-0•
12' W
174'
iz-v
175 MPH
C
30 PSF
120
17-1' 1
13'-1•
75'-8•
16-17
C
30 PSF •
180
10'-T I
11-5
13'-8'
14'-9'
D
31 PSF
80
17-0• I
12'-0•
12.6-
174-
175NPH
0
31 PSF
12
112-0'
13'•1•
16'-T
18'-9'
D
31 PSF
180
.ims 1
11'S I13-T
14'-8'
TABLE 3 NOTES:
1. CALCULATIONS BASED ON FBC SECTION 2002.4. SOLID SURFACE VERTICAL LOADS, RISK
CATEGORY 1, 10 PSF MIN LOAD. EXP 'S' PRESSURES VALID UP TO 30' MRH. EXP'C-
PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' PRESSURE DERIVED USING
FACTOR OF 0.89 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 1S6MPH EXP'C &
'D' & 165MPH EXP'C &'D' OBTAINED USING INTERPOLATION PER ASCE 7-10
METHODOLOGY.
2. DEFLECTION LIMIT- L/120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3• MAX PER
FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS
WELL AS CALCULATIONS FOR PANEL PROPERTIES.
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT
EXCEED 7-0'. MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. (i.e.
12- MAX FOR 48- PANEL WIDTH).
S. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED
FOR USE IN THE HVHZ ARE:
5.1. L/BD FOR SPANS 5 12'-0-
5.2. L/180 FOR SPANS > 12'-0'
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- TABLE 4' ENCLOSED STRUCTURES MAXIMUM
ALLOWABLE CLEAR SPAN TABLES: - -- --
IAMB Speed
sine
Mumble
Load
Wor Upift
OeOeUbn
Umit
(U)
4' Panels
6' Panels
0.024'
Ab Skin
14B EPS
0.037
Nun Skln
114.BEPS
DA24-
Alum Skin
149 EPS
0.037
Alum Skin
I 149 EPS
100 MPH
B
13 PSF
12D
18-I-
1r-r
20-11-
274r
100 MPH
B
13 PSF
180
14'-1-
19-C
18'Jr
I 19'4-
100MPH
B
13 PSF
240
17-17
IV-11'
IV-r
I tr-IV
100 MPH
C
18 PSF
120
1S-r
1G17
19'-r
21'-7
100 MPH
C
18 PSF
ISO
133'
IN-4'
1r-1-
18117
100 MPH
C
16 PSF
240
17-0'
13'-1'
15-r
18'-r
100 MPH
D
19 PSF
12D
14'.r
19-5'
1v4"
19-17
100MPH
D
19 PSF
180
175-
isr
15-1'
it-0'
100 MPH
0
19 PSF
240
II*-r
12' 7
14'-r
19-T
110MPH
8
16 PSF
120
IT-1'
Iw-r
1S-r
21'-1'
110MPH
B
16 PSF
_ 160
17.2'
14'-
131•1"
16S
110 MPH
B
16 PSF
240
11'-12
a4'
15.6'
18'-8'
710 MPH
C
19 PSF
120
I V-r
15'-5'
19-0'
194V
110MPH
C
19PSF
160
77S
13S
16-7-
tr-4-
IIO MPH
C
19 PSF
240
ir-r
17.3'
14'-r.
1SS
11OMPH
D
23 PSF
120
13'-4'
145'
ir-3'
18-r
110 MPH
0
23 PSF
ISO
11'-r
17 r
15-1'
16-3'
11O MPH
D
23 PSF
240
17-r
it'$
I.T-V
I 14-7
120 MPH
B
19 PSF
120
W-3'
_ 19-W
1S•8'
I 17-11,
120 MPH
B
19 PSF
ISO
174'
IT-W
19-2-
I 1rS
120 MPH
B
19 PSF
240
11.4'
Ir-r
14'.W
1S-17
120 MPH
C
22 PSF
12D
13'4'
IV-r
1r-4'
120 MPH
C
22 PSF
180
1114'
17S
15.2
it
16'4'
120 MPH
C
22 PSF
240
774r
11-r
13' V
14-17
120 MPH
D
27 PSF
120
17-7'
13-8'
18'-3'
1r4'
120 MPH
D
27 PSF
ISO
17.12'
17-11'
14'-r
16-0'
120 MPH
D
27 PSF
240
9-1r
17-17
17-11'
13'-11'
130 MPH
B
22 PSF
120
13W
14'4r
1r-r
18'-11•
130 MPH
B
22 PSF
ISO
11'-17
12117
15-4'
1S4'
130 MPH
B
22 PSF
240
17-9'
lV4r
13-11'
14'-12'
130 MPH
C
28 PSF
120
12'48'
IT-9-
IVS
17--9'
130 MPH
C
26 PSF
180
11,11
17.7
74'-0-
1 SS
130 MPH
C
28 PSF
240
10'-1'
17-11-
13-1-
14'•1'
130 MPH
D
32 PSF
120
17'•11'
12'.11-
ISS
18'-r
130 MPH
D
32 PSF
ISO
101S
IVT
13W
W-W
130 MPH
D
32 PSF
240
9S
17.3'
17S
13-r
140 MPH
B
25 PSF
12D
17-11'
13-12'
161-V
1r4r
140 MPH
8
25 PSF
180
171-3'
Ir-r
14-r
1 15-7
140 MPH
240
17J'
11",
IT-r
I INN
140 MPH
120
17-1'
13.2'
mr
I 16-10'
140 MPH
ISO
17-r
1116'
13-0'
14'-7
140 MPH
V37PSF
240
9'-r
10'-S
17S
13S
140 MPH
120
114'
12'-0'
14'-r
15'-17140
MPH
180
9'-1/'
10'-9'
1717
13-17
140 MPH
D
37 PSF
240
8'-12'
V-9-
11'48'
17-r
TABLE 4 NOTES:
1. CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE VERTICAL LOADS, RISK CATEGORY I, 10 PSF MIN LOAD. EXP'B'
PRESSURES VALID UP TO 30' MRH. EXP'C' PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' PRESSURE DERIVED USING FACTOR
OF 0.89 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 156MPH EXP'C' &'D' & 265MPH EXP'C' &'D' OBTAINED USING
INTERPOLATION PER ASCE 7-10 METHODOLOGY.
2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3- MAX PER FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL
PROPERTIES.
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0'. MAXIMUM ALLOWABLE SIDE
OVERHANG IS 25% OF LAST PANEL WIDTH. (i.e. 12' MAX FOR 48' PANEL WIDTH).
S. (i) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE:
5.1. L480 FOR SPANS 5 IT-O'
5.2. L/180 FOR SPANS > 12'-0'
TABLE 4 CONT: ENCLOSED STRUCTURES -171 t"
MAXIMUM ALLOWABLE-CLEAR_SP_ANJABL-ES:_ L'
a
WoW Speed
E
eue
Lhe Load
81or Upift
lm
(tknit
4' Panels
W Panels
OA24-
Alum Skin
149 EPS
0.030'
Alum Skin
749 EPS
_
0.024•
Alum Skin
1-LB EPS
0.037
Alum Skin
11B EPS
ISOMPH
B
29 PSF
120
I7-0'
IV-0'
15'-11'
tr•r
ISOMPH
8
29 PSF
180
194r
11-8'
73=11'
1S-0'
150 MPH
B
29 PSF
240
S'-7
10'-r
17.8'
13'-B'
150 MPH
D
42 PSF
720
10'-77
it'•9'
14'-0'
15-1'
1SOMPH
-D--
42 PSF
180
9S
17J'
13'-r
1SOMPH
D
42 PSF
240
S-r
11'-1'
11'-17
156 MPH
B
31 PSF
120
11--17
1SS
IS4r
158 MPH
B
31 PSF
ISO
17S
E19-4c
17-r
14-r
156 MPH
B
31 PSF
240
V- i 1
12W
13'r
158 MPH
C
38 PSF
120
714T
14'-r
15.8'1SOMPH
C
38 PSF
ISO
9-17
I"
13'$1S6MPH
C
38 PSF
240
r-11'
11'-7'
17S
156 MPH
0
48 PSF
12D
174'
111S
I"
14'4r
1S6 MPH
0
46 PSF
ISO
9-7
9--17
11,11,
17-17
1S8 MPH
D
46 PSF
240
S-P
9-1'
17-17
111-w
ISO MPH
I B
33 PSF
120
17=9'
17.9"
Iw-r
IW-T
1602
I B
33 PSF
180
17.3'
11'.2'
13--
14W
I60 MPH
B
33 PSF
240
94'
17-0'
12-1'
13-1-
160 MPH
C
40 PSF
I 120
I1'•I'
1"
14-4'
1S-S
160 MPH
C
40 PSF
I 180
94'
low
ITS
13'-8'
160 MPH
C
40 PSF
I 240
B'-9'
B$
1714'
Ir-w
160 MPH
D
46 PSF
I 120
10'-0'
11%r
13S
14-8'
ISO MPH
D
48 PSF.
180
W.I.
9.17
11-9'
174'
160 MPH
D
48 PSF
240
S-r
8-11'
10-r
11'S
165 MPH
B
35 PSF
120
11 fi
I"
14-11'
.4.
165 MPH
B
35 PSF
180
79-I'
17-11'
13'-1-
14-I'
10 MftL
B
35PW
240
9'-7
8-71-
11117
I"
165 MPH
C
42 PSF
120
10-17
IV-9'
I 14%T
19-1-
165 MPH
C
42PSF
180
9S
IW-T
173
73.2'
165 MPH
C
42 PSF
240
V-r
S-4'
11--1'
11'-IT
165 MPH
D
51 PSF
120
19.2'
114P
17-2'
IN-2'
165 MPH
D
51 PSF
180
9.17
I S'-r
11'4'
17.4'
I65 MPH
D
51 PSF
240
V.I.
8-9'
17S
11"r
I70 MPH
B
37 PSF
120
Ill
I"
14'-r
IS-9'
170 MPH
B
37 PSF
160
9147
10-9'
17--r
13-9'
170 MPH
B
37 PSF
240
8-17
94i
11-r
17S
170 MPH
C
45 PSF
80
17-2'
IT-r
19S
1541'
170 MPH
C
45 PSF
120
17 r
111S
13-7
14'-17
170 MPH
C
45 PSF
180
r-r
17-1'
11-Ir
17-11'
170MPH
I C
45 PSF
240
8'S
1 S-Y
10'-11'
1117
170 MPH
D
54PSF
80
114'
1P'47
17-0'
17S
170 m-p-T-1-57
64PSF
120
9'-11,
17-9'
17-17
13-17
170 MPH
I D
1 54 PSF
1 180
9S
9.5'
Ivr
17-1'
170 MPH
I D
54 PSF
240
T-11'
S•r
77.3'
11'r
175 MPH
1 B
39 PSF
I 120
11'-1'
174'
14'4'
1.74'
175 MPH
B
39 PSF
I 180
9S
10'4'
12--r
IN-V
175 MPH
B
39 PSF
i 240
8'-17
9-r
71'S
/7J'
176 MPH Y
C
47 PSF
I 80
11'-11'
I I"
17-0'
I"
175 MPH
C
41 PSF
1 120
10'S
111-4'
134'
14.4'
175 MPH Y
C
9-Y
9.17
11-9'
I"
175 MPH
C
V-r
9-1Y
17.8'
11-8'
175 MPH Y
D
a
11.2'
17-0'
17-0'
175 MPH
D
9.9'
19-r
174'
17 r
175 MPH Y
I D
8'4'
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