324 AQUATIC DR RESA25-0006 FL21443-R5 REV 5-29-25STRUCTALL BUILDING SYSTEMS PANEL SPAN TABLES:
1 MULTIPLY ULTIMATE LEIADS BY 0.6 FOR ALLE)WABLE LEIADS
3" x 0,024 x 1 - LB EPS PANELS
(OPEN STRUCTURE -EXPOSURE B)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX,
L/60 & L/80
ALLOWABLE SPAN
L/120 L/180
(FT)
L/240
110
20.4
16.95
16.40
14.08
12.36
120 1
24.3
15.90
15.36
13.04
11.32
130
28.5
15.00
14.40
12.08
10.36
140
33.1
13.83
13.51 1
11.19
9.47
150
38.0
12.76
12.68
10.37
8.64
160
43.2
12.01
11.90
9.59
7.87
180
54.7
10.91
10.49
8.18
6.45
3" x 0,024 x 1 - LB EPS PANELS
(ATTACED STRUCTURE -ENCLOSED OR
PARTIALLY OPEN -EXPOSURE B)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN
L/60 & L/80 L/120 L/180
(FT)
L/240
110
16.3
18.32
17.75 15.43
13.71
120
19.4
17.36
16.71 14,39
12.66
130
22.8
16.29
15.74 13.42
11.70
140
1 26.4
15.77
14.86 1 12.54
10.82
150
30.4
14.52
14.01 1 11.70
9.97
160
34.5
1 13.47
13.25 10.94
9,21
180
43.7
1 12.03
11.83 9.52
7.79
3" x 0,024 x 1 - LB EPS PANELS
(ATTACHED STRUCTURE -OPEN & ATTACHED
UNDER EASICA/OVERHANG) (EXPOSURE B)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX,
L/60 & L/80
ALLOWABLE SPAN (FT)
L/120 L/180 L/240
110
11.5
21.80
19.85
17.52 15.80
120
13.7
20.21
18.80
16.48 14.75
130 1
16.0
18.74
17.87
15.54 13.82
140
18.6
17.37
16.96
14.64 12.92
150
21.3
16.75
16.15
13.83 12.10
160
24.3
16,04
15.36
13.04 11,31
180
30.7
14.51
13.95
11.64 9.91
3" x 0,024 x 1 - LB EPS PANELS
(OPEN STRUCTURE -EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX.
L/60 & L/60L/120
ALLOWABLE SPAN
L/180
(FT)
L/240
110
30.4
14.52
14.01
11.70
9.97
120
1 36.2
13.34
12.96
10.65
832
130
42.5
12.19
12.00
9.69
7.96
140
49.3
11.56
11.11
8.80
7,07
150
56.6
10.88
10.28
7.79
6.24
160
64.4
10.09
9.50
7.19
5.47
180
81.5
8.60
8.10
5.78
4.06
3" x 0,024 x 1 - LB EPS PANELS
(ATTACED STRUCTURE -ENCLOSED OR
PARTIALLY OPEN -EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN
(FT)
L/60 & L/BO L/120 L/180
L/240
110
24.3
16.04
15.36 13.04
11.31
120
29.0
14.70
14.29 11.98
10.25
130
34.0
13,71
13.34 11.02
9.30
140
39.4
1 12.76 1
12.45 10.14 1
8.42
150
45.3
1 11.97 1
11.61 9.30
7,58
160
51.5
1 11,20 1
10.84 1 8,54
6,81
180
65.2
1 9.94 1
9.43 1 7.12
5,40
3" x 0,024 x 1 - LB EPS PANELS
(ATTACHED STRUCTURE -OPEN & ATTACHED
UNDER EASICA/OVERHANG) (EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1L/67&
MAX. ALLOWABLE SPAN (FT)
L/60 & L/60
L/7-�L/120 L/180 L/240
110
17.1
17.98
17.47
15.15 13.42
120
20.4
16.85
16.41
14.09 12.36
130 1
23.9
16.22
15.46
13.14 11.41
140
27.7
15.21
14.57
12.25 10.53
150
31.8
14.13
13.74
1 11.43 1 9.70
160
36,2
1 13.07
1 12.96
1 10.65 1 8.92
180
45.8
1 11.80
1 11.55
1 9.24 1 7.51
he Attached Covers (canopies) on Buildings
I . Roof covers attached to fascia are deemed 0.9 < hc/he < 1.
2. Roof covers attached to the host structure underneath the fascia and
overhang at deemed 0.5 < hc/he < 0.9.
PRODUCT APPROVAL DETAILS:
BLDG CODE: 8th EDITION FLORIDA BUILDING CODE (2023 FBC)
LIMITS OF USE: FOR PATIO USE ONLY (RISK CATEGORY I).
-CARPORTS
-PATIO COVERS
-SUNROOMS
-SCREEN ENCLOSURES
-CANOPIES
-OTHER SIMILAR MINOR STRUCTURES
Note
All product performance specifications and construction requirements shall be engineered by a
licensed design professional in accordance with the Aluminum Design Manual, Specifications &
Guidelines for Aluminum Structures, Washington, DC, for wind resistance in conformance to FBC
Chapter 16 for Components and Cladding Loads, ASCE/SEI 7-22 Chapter 30 for Components and
Cladding for Open Buildings, Partially Open Buildings, and Attach Canopies on Buildings.
Effective area for wind load calculations based on 50 sq. feet (absolute value of controlling design
wind pressure is shown on span tables).
DO KIM I
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
Rev./Date Description
0 10/15 ISSUED FOR PRODUCT
2020 APPROVAL
8/13 ISSUED FOR PRODUCT
0 2023 APPROVAL -8th EDITION
FBC
0
m
2. Span schedule show maximum roof panel spans between two sided clear supports as shown. 0
3. Wind load design pressures in span tables are calculated in accordance to ASCE/SEI 7-22,
Components & Cladding loads as required in FBC Table 2002.4. Mean roof height of structure
shall not exceed 15 feet above grade. Span tables for open and partially open structures based on
7.5° max. roof slope and used the avg. of free flow and obstructed flow net pressure coefficients.
Span tables for enclosed structures based on 10° max. roof slope.
4. Each roof panel shall be connected per design professional's instructions, but may use min. per
details shown on this dwg. at each support (or other approved connection by design professional)
w/ min. 0.040" thick, 6063-T6 aluminum base metal. Edge panels shall be supported on min. three
sides or per design professional's instructions. Details 1 & 2 are reflective of the boundary
conditions utilized in the testing of panels as referenced in the test reports.
5. Composite panels shall be constructed using type 3105-H154 aluminum facings, 1 or 2 PCF ASTM
C-578 Imperial Foam & Insulation Manufacturing brand EPS adhered to aluminum facings with
Morad M640 Series adhesive (by Rohm and Haas Company). Fabrication to be by Structall panel
products only in accordance with approved fabrication methods.
6. Structall roof panels maintain a UL 1715 (int) class 'B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements of
the Florida Building Code 8th Edition (2023 FBC), composite panels comply with Chapter 7
Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local
building code amendments shall be adhered to as required.
8. The designer shall determine by accepted engineering practice the design loads for site specific load
conditions (including load combinations) using the data from the loads tables and spans in this
ti
ti
Q0
co
J
LL
M
E
w
O
U
Q
O
LL
U)
D -
w
m
J
X
N
0
CD
x
i�
1 DRAWN BY: DYK
Digitally signed by Do Y Kim
Do Y Ki m Date: 2023.08.13 12:00:51 Drawing No. - 202001
-04'00'
SHEET 1 OF 2
approval.
CHECKED BY: DYK
9.
Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ,
SCALE: AS SHOWN
this product shall be used in structures meeting the requirements of Section 1626. 1, unless impact
DATE: 10/19/16
resistance in accordance to the HVHZ requirements are met.
10.
Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to
the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20.
11.
Testing has been conducted in accordance to ASTM E72: Strength Test of Panels for Building
DO YEON KIM, P.E.
Construction.
FLA. REG. NUMBER 49497
12.
Linear interpolation shall be allowed for figures within the tables shown.
13.
Panels with fan beams shall be considered equivalent to similar panels without fan beams. Desi
q p �
DO KIM &ASSOCIATES, LLC
cA# 26887
professionals may include the strength of the fan beam to exceed shown figures as part of
site-specific engineering.
PO BOX 10039
Tampa, FL 33679
14.
Reference test reports conducted by PRI -Construction Materials Technologies LLC., 6412 Badger
Drive, Tampa, FL 33610, (813) 621-5777 can be found in the product evaluation report (FL#21443).
Digitally signed by Do Y Kim
Do Y Ki m Date: 2023.08.13 12:00:51 Drawing No. - 202001
-04'00'
SHEET 1 OF 2
#10xLENGTH (PANEL DEPTH+11)
S.M.S. W/ 1Y4'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
/ (EXTERIOR)
O O O O O O O O O <> O O
O O O O 0 0 0 0 0 0 0 0 d
O O O O O O O O O �> O
00000000 00000000000<>0000
(INTERIOR)
HEADER/EAVE RAIL
MIN. 3x2xO.045
nCTAII 7
SEAL J❑INT WITH
CONTINUOUS CAULKING
0000c�000000
)0 01000000C
DETAIL 1
w SL❑PE
o'
O O O O O
�1 00 00000000
v O_O�O_O_O_O_
0
COMPOSITE
ROOF PANELS
INTERLOCKING CROSS SECTI❑N DETAIL 2
4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
J as
LJ I—
z CL EPS CORE
Q LU
a_Q
If ALUMINUM BOTTOM—
FACINGS
CLEAR SPAN (L) INSIDE TO INSIDE
ENGINEER OF RECORD TO PROVIDE
ALL ROOF CONNECTIONS & ADD THICKNESS OF
SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL
IN ADDITION TO AND IN -LIEU OF PANEL SPAN:
DETAILS SHOWN.
SEALANT --\ 3/4' MAX,
#14xYz' SMS W/ INTEGRAL 3/4'0
WASHERAND NEOPRENE GASKET
@ 12" O.C. TOP & BOTTOM,
❑PTI❑NAL
GUTTER OR
DRIP CAP
011 0-0 =11
O.H.
36' MAX IN FRONT & 25%
❑F PANEL WIDTH @ SIDES
(12' MAX AT SIDES)
1 11111 1 1111! 1 10 "01 =011 10 01-11
14" FLASHING (CONT,)
TUCK UNDER SHINGLED
@ LEAST 6'
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. 1Y2' BEARING LEG.
(1) Y4"0 x 2" LAG SCREW @ 24" O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
SECURE FASCIA T❑ EACH RAFTER TAIL
W/ (1) WO x 4" LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNEL
SOFFIT
C
SEALANT
Ya' 0 x 2Ya" LONG WOOD LAG SCREW OR
SLOPE° < ° Ya' 0 x 2Y4' LONG MASONRY ANCHORS
. � @ 24' O.C. MAX,
000000000000...
0 0 0 0 0 ° HOST STRUCTURE
O' O � O' O — O O e° (MASONRY OR WOOD)
#14xY2' S.M.S. W/INTEGRAL 3/4"0 WASHER ANDEXTRUDED OR BRAKE -FORMED ROOF HEADER
NEOPRENE GASKET@ 12" O.C., TOP & BOTTOM. a OR RECEIVING CHANNEL (0.044" MIN, THICKNESS)
IF CLEARANCE PROHIBITS INSTALLATION OF TOP ° WITH MIN. 1Y2' BEARING LEG.
FASTENERS USE #14x4" S.M.S. W11Y4" 0 FENDER
WASHER AND NEOPRENE GASKET @ 12" O.C.
DETAIL 1
DO KIM I
& ASSOCIATES, LLC
CONSULTING I
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
Rev./Date Description
0 10/15 ISSUED FOR PRODUCT
2020 APPROVAL
8/13 ISSUED FOR PRODUCT
0 2023 APPROVAL -8th EDITION
FBC
0
F
0
DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 10/19/16
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASSOCIATES, LLC
CA# 26887
PO BOX 10039
Tampa, FL 33679
EPS ROOF PANEL/ SPAN DESCRIPTION
Drawing No. - 202001
SHEET 2OF2
J
_3O
Lu Lu QY
�za
to
�dQ
ti
Z H
— U
`S
U) 't
Opo
co
LL 20
LL
L
Z
Lu Lu
m m
Q
o
O
x w w
i
O Cn H
(n
CD O (n
i) r)
0E
O
J
LL
DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 10/19/16
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASSOCIATES, LLC
CA# 26887
PO BOX 10039
Tampa, FL 33679
EPS ROOF PANEL/ SPAN DESCRIPTION
Drawing No. - 202001
SHEET 2OF2