HomeMy WebLinkAboutENGINEERINGCONTLRACTOR: South Florida Alumin oducts, Inc.
DF,SPON CRITERIA: "
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VN.T =150 MPH, VASE =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1 - Patio Cover: Non -Habitable, Unconditioned
Roof Tvpe
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.032" composite panel Elite 2000, 1.0 density
foam, Florida Product Approval Number FL 7561-113.
Foundation Design
Existing concrete. No additional concrete footing or slab is required to
resist the loads imposed by the proposed construction if the existing slab is
a minimum 4" thick with an 8" x 8" thickened slab edge and in sound
condition, free from structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) Florida Building
Code, and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,
no manufacturer substitution is acceptable without the specific written,
signed and sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other
material must be approved.
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or
better zinc plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6"
from ends and 24" center to center or # 12 screws 6" from ends and 12"
center to center.
6. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type I, ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1%- ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after batching is not permitted.
d..Pp...pare and place concrete per American Concrete Institute Manual
of Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites
in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated
with a bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
WIND SPEi `;ND EXPOSURE HAVE
BEEN DE1kr&JNED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
c EXISTING
WOOD FRAMED
SHED
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BY
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c
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1.0 DENSITY
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DATE DRAWN
12/04/17
REVISION
0 -
SHEET NO:
A-1
ALUMINUM MEMBERS
2 x 2: 2" x 2" x 0.046"
3x3:2"x3"x0.050"
2x4: 2"x4"x0.050" '
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
I x2: 1"x2"x0.040"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045'
2 x 3 Snap: 2" x 3" x 0.050'
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x T' x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
3" COMPOSITE
ROOF PANEL
#12 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 6" O.C.
(4) 3/8" DIA.
THRUBOLTS
2"x8"SMB
3" x 3" POST
I
:XICTI
S-1 COMP. ROOF TO POST 4TH WALL DETAIL
A-2 SCALE: NTS
A -A . 1 1/2 GAGE' ON
SCREW ANCHORS
3" x 3" x 0.093"
POST
FA
3" x 3" x 0.093"
A-]
3" x 3" x 1/8" ALUM FLANAGED
POST BASE W/ (2) 3/8" DIA THRU
BOLTS INTO POST & (4) 3/8" DIA.
x 3 lr2" CONCRETE SCREW
ANCHORS INTO CONCRETE
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a
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
L2 SCALE: NTS
#12 x 4 7/8" SMS W/
--1-1/2"'DIA NEOPRENE•
FACED WASHER @ 6" O.C.
3" COMPOSITE
ROOF PANEL
2"x2"END
1 1/2" x 2 1/8" xl 1/2" x 2" x 0.062"
ALUM RECEIVING CHANNEL
W/ (2) #12 x 3/4" SMS EACH
SIDE OF BEAM & (1) 3/8" DIA.
THRU BOLTS INTO THE POST
3/8" DIA. THRU BOLT
(4) TOTAL
2"x8"SM&
3" x 3" POST•
#12 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 6" O.C.
3" x 0.062" ALUM
RECEIVING CHANNEL
W/ #10 x 3/4" TOP AND
BOTTOM AS END CAP
3" COMPOSITE
ROOF PANEL
(4) 3/8" DIA.
THRU BOLTS
x 8" SMB
x 3" x 0.090"
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PROFE
SIONAL SEAL
S COMPOSITE ROOF TO POST CONNECTION
A-2 SCALE: NTS
u�anirvv #12 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 6" O.C.
EXISTING
BUILDING
3" x 0.062" ALUM
RECEIVING CHANNEL
W/ #10 x 3/4" TOP AND
BOTTOM AS END CAP
� I
2" x 8"
3" x 3" F
S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL
A-2 SCALE: NTS
3" COMPOSITE
ROOF PANEL
• 2" x 2"
1 1/2" x 2 1/8" x 1 1/2" x 2" x 0.062" ALUM
RECEIVING CHANNEL W/ (2)
#12 x 3/4" SMS EACH SIDE OF
BEAM & (1) 3/8" DIA. THRU BOLTS
INTO POST
\�-318'DLA. THRU BOLTS
(4) TOTAL
S-3 COMPOSITE ROOF TO POST CORNER CONNECTION
A-2 SCALE: NTS
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DRAWN BY
MC
DATE DRAWN
12/04/17
REVISION
SHEET NO:
A-2
p?
EXISTING
WOOD
WALL -
2"x8
4" x 3" LAG SCREWS
WALL
1 1 /2" x 21/8" x 1 1/2'
ALUM RECENIN
W/ (7) #14 x 3/4
SIDE INTO BEAM
S-4 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A-3 SCALE: NTS
3" COMP ROOF PANEL
• • •
2" x 2" x 0.040"_____," \
KNEE BRACE
1 1 /2" x 21 /8" x 1 1 /2" x
0.062" x 2" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA FACE &
(3) #12 x 3/4" INTO POST
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DRAWN BY
MC
DATE DRAWN
12/04/17
REVISION
A -
S-5 KNEE BRACE CONNECTION DETAIL 0 -
A-3 SCALE: NTS SHEET NO:
A-3
Y l
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be'multi,plied by 1.67 to derive ultimate loads (psf).
3" x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
15.76
15.03
14.10
20
13.44
13.44
12.22
10.35
30
10.78
10.78
9.41
6.60
40
9.22
9.22
6.60
2.85
50
8.17
8.17
1 3.79
-
60
7.40
6.39
0.98
-
70
6.81
4.51
-
-
[_80
6.33
2.64
4" x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN .CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.00
19.00
17.17
16.53
20
15.01
15.01
15.01
13.95
30
12:50
12.50'
12.50
11.38
40
10.97
10.97
10.97
8.80
50
9.92
9.92
9.44
6.22
60
9.13
9.13
7.51
3.64
70
8.52
8.52
5.58
1.07
80
8.02
8.02
3.64
-
6" x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
21.24
21.47
20.85
20
18.06
18.06
18.06
18.06
30
15.13
15.13
15.13
15.13
40
13.34
13.34
13.34
13.34
50
12.10
12.10
12.10
10.91
- 60
11.17
1 11.17
1 11.17
8.43
70
10.44
1 10.44
1 10.30
5.95
80
9.85
1 9.85
1 8.43 1
3.47
3" x 0.032 x 1 - LB EPS PANELS
(A[L_❑WABI-E CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE AN (FT)
L/80
L/120
8
L/240
17.50
17.50
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
1 11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
10.26
5.51
0.76
60
10.75
8.36
2.66
-
70
9.27
6.46
-
-
80
7.80
4.56
-
-
4" x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.50
20.50
20.11
19.24
20
19.61
19.24
17.49
15.74
30
18.17
17.49
14.87
12.24
40
16.72
15.74
12.24
8.74
50
15.28
13.99
9.62
5.25
60
13.84
12.24
7.00
1.75
70
12.40 1
10.49
1 4.38 1
-
80
10.95 1
8.74
1 1.75 1
-
6" x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.00
24.00
24.00
23.42
20
23.34
23.21
21.82
20.22
30
22.10
21.63
19.42
17.02
40
20.86
20.05
17.02
13.82
50
19.62
18.47
1 14.62
10.62
60
18.38
16.89
12.22
7.42
70
17.14
15.30 1
9.82
4.22
80
1 15.91
13.72 1
7.42 1
1.02
3" x 0,024 x 2 - LB EPS PANELS
_(AI_ _E1WABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.33
18.95
18.31
17.66
20
tell-
17.66
16.36
15.06
30
16.80
16.36
14.41
12.46
40
15.49
15.06
12.46
9.86
50.
14.18
13.76
10.51
7.26
60
12.87
12.46
8.57
467
70
11.57
11.16
6.62
2.07
80
10.26
9.86
1 4.67
-
4" x '0,024 x ' 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
21.97
21.97
21.52
20.97
20
20.77
20.77
19.86
18.76
30
19.57
19.57
18.21
16.55
40
18.36
18.36
16.55
14.34
50
17.16
17.16
14.89
12.13
60
15.96
15.96
13.24
9.93
70
14.75
1 14.75
1 11.58
1 7.72
80
13.55
1 13.55
1 9.93
1 5.51
6" x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET '
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120'
L/180
L/240
10
23.93
23.93
23.88
23.60
20
23.20
23.20
23.03
22.46
30
22.47
22.47
22.18
21.33
40
'21.75
21.75
21.33
20.20
50
21.02
21.02
20.49
19.07
60
20.29
20.29
19.64
17.94
70
19.57
19.57
18.79
16.81
80
18.84
18.84
17.94
15.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-E 1154 aluminum facings. I or 2 PCF AST M C-578 carpenter brand EPS
adhere to aluminum facings with :'Ashland Chemical 2020D ISO -rip. Fabrication to be'by Flite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a E L 1715 (int) class '13' (ext) rating and are NER-501 approved.
3. 'f'his specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
6"' Edition (1`13Q, 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.
4. The designer shall determine by accepted engineering practice the allowable loads f'or site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in -this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the I1VHZ. In 1-IVIIZ. this product shall be used
All structures "not to be considered living areas-' per Section 1616 unless impact resistance in accordance to the 1-IVI.fZ
requirements are met.
6. Safety lactor of 21.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASI'\4 E72-05: Strength 7 est of Panels for Building Construction.
8. Reference test reports: HE-1 1-05-1988, HE"11-06-2104, HE'1-1-06-2066. HE'I't-06-2105, HEhl-06-2067, HE "I'l-05-1002, HE"I'I-
06-2107, IfETI-05-1987, iIE'fI=06-2069,'i-iE'T'i-06-3070; HEfI-06-2071, IIEfI-05-1994. HEIF'05-E991, IIETI-06-2072,
FIF 1-1-06-2073, 1EEI•I-06-2074. 11E-f1-05-1996, IIE-I.1-05-1989, I IET•I-O5-19,93, IIEI-1-05-1985, FIE'l-1-05-1995, IIETI-05-
1990, HETI-05-1997, HE'I'l-05-2037, I-IFTI-05-2029, HE'f1-05-2039, HF.'I'l-05-2030, H1 TI-05-2041. HE'I'l-05-2048. HE-1-1-
05-2036. 11I31"1-05-2031, HE"1I-05-2038, IIEfI-05-2065. FIE-I'I-05-2040, IEE-1-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
I0. Panels with fan beams shall be considered equivalent to similar panels Ne ithout fan beams. Design professionals may include
the strength of the fan beam to exceed shown figures as part of site -specific engineering.
3" x 0.030 x 2 - LB EPS PANELS
'(ALLOWABLE CLEAR SPAN .CHARTS)
NET'
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.11
20.03
19.42
18.81
20
19.02
18.81
17.58
16.35
30
17.93
17.58
15.73
13.85
40
16.83
16.35
13.89
11.43
50
1 15.74
15.12
12.05
8.97
60
14.64
13.89
10.21
6.52
70
1 13.55
12.66
8.36
4.06
80
12.46
11.43
6.52
1.60
4" x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.17
24.17
24.17
24'.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21.01
40
21.51
21.51 -
20.39 '
18.91
50
20.45
20.45
18.88
16.80
60
19.39
19.39
17.37
14.70
70
1 18.33
1 18.33
15.86
1 12.59
80
1 17.26
1 17.26
14.35
1 10.49
6" x 0.030 x 2 - LB- EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.00
24.00
24.00
23.84,
20
23.65
23.65
23.34
22.84
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.85
50
21.53
1 21.53
21.10
19.86
60
20.82
1 20.82
20.36
18.87
70
20.11
20.11
19.61
17.87
80
19.40
1 19.40
18.87
16.88
DO KIM
& ASS-OCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039'
Tampa, FL 33679
Tel: (813) 857-9955
0 8112 Edition PRODUCT
2017 APPROVAL
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dateusinga Digrtat Signature. Panted copies
00 C
FOR ROOF CONNECTIONS &
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0 0 C OF PANEL WIDTH @ SIDES
ofthisel-m
nt are net considered signed and sealed and
be verified on any elearonm copies.
PANEL SPAN: 0 (12' MAX AT SIDES)
THIS OR ANY OTHER ENGINEER. O C
the signature
2017 08.16 10
ust
2s5-o400•
Drawing No. - FL-1001
EPS ROOF PANEL/ SPAN DESCRIPTION
SHEET 1 OF 1