HomeMy WebLinkAboutPRODUCT EVALUATION REPORTBY
SCANNED
Engineering &Testing Inc. St. LucieCountV
19530 It ble d Drive
H.ble,TX 77338
Product Evaluation Report
PALRAM AMERICAS, INC.
Sunsky 12" 1.0 mm Polycarbonate Light Transmitting Roof Panel
Florida Product Approval # 11238.1 R4
Florida Building Code 2017
Per Rule 61G203
Method: 2—B
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Palram Americas, Inc.
9735 Commerce Circle
Kutztown, PA 19530
Engineer Evaluator:
Terrence E. Wolfe, P.E.
FBC ANE ID:1920
Validator•
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1-4
tN rrr,,� C E E�.
�b1 CE NSF
No. 449
b STATE OF : CL
O R
FL# 11238.1 R4
October 9, 2017
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimensfon(s):
Panel Fastener.
Substrate Description:
Allowable Design Pressures:
FL# 11238.1 R4
rForce Engineering &Testing Inc.
19530 Ramble od Duve
Homble,TX 77338
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.7, 1709.2, 2606, 2609.
Sunsky 12" Light Transmitting Roof Panel, 1.0 mm thick Polycarbonate, 1 Y" tall
ribs at 12" O.C., 36" Wide, through fastened structural roof panel. Structural
Application.
Material: Min. 1.0 mm thick Polycarbonate.
Thickness: Min. 1.0 mm
Width: 36" maximum coverage
Rib Height: 1-1/4" major rib at 12" O.C.
#12-14 x 1-1/4" HWH SD with 1 1/8" oversize bonded washer or approved equal
at 7"-5"-7"-5"-7" fastener pattern. Panel side laps fastened together w/ YV x 1
Y." Grommet at each support then 1'-3" O.C.
Corrosion Resistance: Per Florida Building Code 2017, Section 1S07.4.4.
Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2017.
Table "A"
Mull um Design Pressure:
-27.5 psf
+35.0 psf
Fastener Pattern:
7"-5"-7"-5"-7"
7"-5•7-5"-7•
Fastener Spacing:
5'-W O.C.
5'-0" O.C.
-Design Pressure Includes a Safety Factor= 2.0.
CENSF C��
No. 40
STATE OF
P'. 4
'.o�•AiOKI9A Iry
se.orrmm. �i PS • . i �
October 9, 2017
rForceEngineering & Testing Inc.
19530 Remblevrood Drive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.7, 1709.2, 2606, 2609.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012)
• FM 4471-92
• ASTM D 635-10
• ASTM D 1929-12
• ASTM E 84-2013A
Reference Data: 1. ASTM E 1592-01
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 273-0027T-08C, D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 273-OO11T-12
3. ASTM D 635-98
SGS U.S. Testing Company Inc.
Report No. 676900-02, Class CC2
4. ASTM D 1929-96
SGS U.S. Testing Company Inc.
Report No. 528768, Flash Ignition 9820 F, Self Ignition 116Z F
5. ASTM E 84-05
SGS U.S. Testing Company Inc.
Report No. 676900-01, Smoke Developed Index 235, Flame Spread Index 15.
6. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency: 1. The ASTM E 1592-01 test standard is equivalent to the ASTM E 1592-05(2012)
test standard.
2. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the
FM 4471-92, Foot Traffic Resistance test standard.
3. Letter of Equivalency for ASTM D635, ASTM D1929 and ASTM E84 from
Architectural Testing, dated October 6, 2017.
1111MI1411�,
C E� E.•o �i�i
e Ns
N lb
� STATE OF :or Z
ORI9
lot
FL# 11238.1 R4
October 9, 2017
rForceEngineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G2G-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturers recommended details.
Panel Separation: Panels shall be separated from each other by not less than 4 ft. measured in a
horizontal plan unless the building meets one of the exceptions in FBC 2017
Section 2609.2.
Area Limitations:
See Table 2609.4 (FBC 2017)
Panels Shall NOT be Installed in:
Groups H, 1-2,1-3 (FBC 2017, Section 2609.1)
Shear Diaphragm:
Shear diaphragm values are outside the scope of this report.
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
NtC E' E t �721i
CE NSF �Ile
A 1;
No. 40
10
STATE OF : a;
00
,n.Ay0ILI9A
znV�
� 4,f �10
FL# 11238.1 R4
October 9, 2017
SUNSKY 12" POLYCARRONATE PANEL FASTENER LOCATIONS
//4' • 1' GnmuEf
T S' 5' T 5' ® i'-3' 2'-r
BERVEENN SUPi'ORIS
d/244 2 11/4' KNH
w/ 1 1/0- MMSZE SONDED WAM
roX 11111WIS",
�•-'No44923
PRE
•,.P . CORA
..,,�ON1Ai j111.
October 9, 2017
SeoskProfiles BasleDlmunslons and Profile Illustrations
Rl�l�l�tl
Wftl�
SunSky 12" irr __� • r's`I
Jr
8mb alFhdde `,psplallsdPr
a�una �` ONCE E �
<4.
ND.44923
*. h
October 9, 2017
rForceE eering 8c Testing Inc.
19530 Ramblmoud Drive
HmnbleaX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61G20-3
Method: 2-8
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Caiport Anywhere
10858 S.E:.County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. #73127
Contents:
Evaluation Report Pages 1-4
SCANNED
W
St. Lucie County
tttt11111 r rt,#I
Jet 6 N C E. E lyp i•�•
1 C E ry S F% •'
No. 40e
STATE OF ; q
P'.
OKI
ODA
sm.errtmt. •• Py; •. 'ti
FL# 27403.1
Jv4%�& s8, ;W18
rForceEngineering &Testing Inc
19530 Rambkv d Drive
HumbklX 77338
Compliance Statement: The product as described In this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 3V Wide, through fastened
structural wall panel. Structural Application.
Panel Material/Standards: Material:
26 Ga. Steel, ASTM A792'or ASTM A653 G90 Grade 50
29 Ga, Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Olmension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: Y" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x V" HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hammon Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+46.9 psf
+54.7 psi
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-D" O.C.
4-0. O.0
4'-0" O.C.
5--cr O.0
4'-0" 0.11 '
-
Substrate:
Min.14Ga,
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 14 Ga.
Steel Framing
Mtn. 18 Ga.
Steel Framing
Min. 18 Ga.
I Steel Framing
-Design Pressure includes a Safety Factor-2.0.
CENSNo. 40
ef,o'
r/. F
STATEOF
W. i 'P •. ty �
110
FU 27403.1
Ju4%t,18, 2-018
Force Englnectutg STesting Inc.
19530 Rnmblmood Drive
Homble,TX77338
Table "a" 29 Ga. Hampton Rib wall Panel
Maximum Design Pressure:
-57.3 psf
-1509 psf
♦3%0 psf
a143.1 psf
Fastener Pattern:
I6'-3'-6'-3"-6"-3'-fi'
6--3'-6'-3'-6'-3"-6"
Fastenerspacing:
I 4'-W O.C.
2'-0" O.C.
4'-0' O.C.
2'-0' O.C.
•Design Pressure Includes a Safety Factor -2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Cade 2017, Section 1709.2.
Evaluation Report Scope:
The product evaluation is limited to compliance With the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
Reference Data:
1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-IBA-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc.
(FBC Organization # AN ID: 1920)
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61620-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Installation: -
Install per manufacturers recommended details.
Insulation:
.Manufacturers approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
FL# 27403.1
,,tµnurztq�b
JIV
CE NNo. 449
SF Imo,
����yyyy = A• ��77 •�
• '�' STATE OF : r
� 4
.AioR19A.iv
s cnn �i PS • . • 'j.
JwPl.e 1.8, 2018
Force Engincening & Testing Inc.
19530 Rnmbl.od Drive
Humble lX 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report
Design Procedure: Based on the dimensions of the structure; appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for wall cladding
wind loads. These component wind loads for wall cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
1111111111r1/r11
E, E Ito 1'0
��V 1 C E N's 4r 10
STATE OF ; Cr
13 4
0 ir; AL 0 RI
s GOAw 'ys.
1rm '4rrOrnlpS• %%'
FIAT 27403.1
J1,1.1•�.e.18, 2018
26 GA. HAMPTON RIR FASTENER PATTERN 2-1-2-1
112-14 v 3/4' HAH SD3 VI/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6' 3' 6' 3' 6' 3• 6' 3'
#12-14 v 3/4" HMI SD3 W/ 14MM BONDED NEOPRENE WASHER
MD69i1wi6B
CAA
do am
NO.44923
'•m
of
STATE 0 '
:'� f
1To1B26t8
FL# 27402.1
1'
Force Engineering & Tceting Inc.
19530 nambl..d Drive
Hvmbk=77330
Product Evaluatiah Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 2017
Per Rule 63G20-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. p 449Z3
Florida Evaluation ANE ID: 19ZO
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
,trtu ugOlrY�
C E E
Q-. 1 C E Pis
No. 4 AB� /
SGHa®1V@NhO
®Y
St. Lucie County
i. ST47E OF :at
�rxm �i�� i' ONAI•
Jw%e.18, 2018
Force Engineering & Testing Iaa
195301t.blemoad Drive
Humble TX 77333
Compliance Statement:
The product as described In this report has demonstrated compliance with the
Florida Building Code 2017, Sections 15043.2, 1504.7.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application.
Panel Material/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Cade 2017 Section 1507.43. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Cade
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.01850 min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: VV major rib at 9"O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x V" HWH SDp3 with 14mm neoprene banded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga.. (Grade 50) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hamoron Rib Rauf Panel
Maximum Design Pres]urec
-57.3 psF
-72.9 psf
-67.7 psf
•45.9 psf
.54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2.1-2-1
-
-Panel Span:
5'-0-O.C.
4'-C'O.C.
4'-T O.C.
S'-V O.G
4'-0"O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 14 Ga.
5[eel FraminC
Min. 18 Go.
Steel Framing
Min. 18 Ga.
Steel Framing
uesign Pressure includes a Safety Factor= 2.0.
FL# 27402.1
,,41tUu of (yrrr
NCE,E ko1
Q�e'V1 CENgF (tea
q. �r /� �No. 44➢� /
STATE OF ; e
ORI
axm I,rr'OHfig rFt�,`%%
JV4%e.18, 2018
1'
Force Engineering & Testing Inc.
39530 Ramblewood Drive
Humble,TX 77338
Table "B" 29 Ga. Hampton Rib Roof Panel
Maximum Design Pressure:
-67.3 psf
-250B psf
1 39.0 psf
+243.1 psf
Fastener Pattem:
6'-3"-6'-3"-6'd'-6'
6'-3"-6'-3"-6"-3'-6'
I 6'-3'-6'-3'-6"-3"-6'
Fastener5pacing:
4'-0' OX4
2'-0" O.C.
4'-0" D.C.
2'-0" O.C.
Design Pressure Includes a Safety Factor= 2.0.
Cade Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.7:
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Perfarmance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
• FM 4471-92- Foot Traffic Resistance Test
Reference Data: 1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization 4 TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization 0 TST-5328)
Report No. 667-0060T-18F, 667-00SIT-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44973) @ Force Engineering &Testing, Inc.
(FBC Organization 0 ANE ID: 1920)
Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under quality assurance program audited by an approved
quality assurance entity.
FL# 27402.1
14
%•%� 6NCErEtWo
CEN^SF< ,
No. 416e
^'•' STATE OF ;4
sn.arrm. 00 fy� •. 4 ��
03n ,. -rJ.
Ju4re,1.8, 2018
rFoxcc Engineering & Testing Inc.
19538 At btemood nave
6 .U-,TX 77338
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturer's approved product (Optional)
Roof Panel Fire Classification:
Fire classifimtion is not part of this acceptance.
Shear Diaphragm:
Shear diaphragm values. are outside the scope of this report
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his dravrings for properfastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27402.1
111p1W[t11,4,
``51 S.NCE,E fyo i41 ++i
—�t cEfq$ <�.
W. 44e9
STATE OF ;,
'•� ' 4
FLoRI9A Si
Jr.W,.P.18, zo]-s
BtOZ 8 I M1f11I5 '. }}�j
�i JO AIVIS
�.a; E-c6bb'oN
..3
fume
vay
wpolasuawe
03HSVA1 3H3tldO3H 030NOO WADI /N COS HMH _b/C • 41—Zld
N831-Ltld N3N31SV! 819 NO1drm 'V9 6Z
83HSVIA 3N3HdO3N 030NOB PIYIYf //A COS HhW .4/C x bl—ZI%/
1-Z-1-Z N8311 d N3N3 BBIN NO1dWVH 'V9 9Z