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Product Approval
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Product Anoroval Menu>Product or Aonlication Search>Aoolication List>Application Detail
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FL# FL2291-R10
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Four Seasons Building Pro Iducts I
Address/Phone/Email 7815 American Way
Groveland,FL 34736
(800)342-9077
bkaufmann@fourseasonstip.com
Authorized Signature Frank Bennardo
frank@engineeringe..,.—si .com
f
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a jResult of New Technology
1
Compliance Method Evaluation Report from a'Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-H,ardcopy Received
i
I
Florida Engineer or Architect Name who developed the Frank L. Bennardo
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 02/16/2020
Validated By Troy Bishop,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or,Architect
Sections from the Code
104.11.2
1709.2
F• A j
Product Approval Method McB , PY
i
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvBLGds%2bl zdQtF%2fKhO... 1/10/2018
Florida Building Code Online Page 2 of 2
Date Submitted 10/10/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Summary of Products
FL.* Model,Number or Name Description
2291.1 Pro-Fab Roof Panels Aluminum and(Steel Skin EPS Core Sandwich Panels
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2292 R10 U 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 outside patio construction only.-Refer to FL2291 RIO AE Eval .Ddf j
engineering drawing#17-4060 for limitations and conditions of Created by IntlependentThir Party:Yes
use.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/ff0 employer.Copyright 2007-2013 State of Florida_::Privacy Statement::Accessibility Statement,.:Refund Statement
1,
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 ve one.The emalts 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;FS.,please didchgM.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvl LGds%2bhzdQtF%2fxhO... 1/10/2018
. `1`I711 9EKNAR00,P.E
PRO-FAB ROOF PANELS DESIGN NOTES
ALLOWABLE DESIGN PRESSURES URLIZED IN :• N
THIS DOCUMENT HAVE BEEN CALCULATED PER
THE REQUIREMENTS OF TH77E��FL%A BUILDIN tua�
. ALLOWABLE STOM
RESS D 20GN MEOD701LOG'� *' r0o1�inM006�
WITH THE CRITERIA AS OUTLINED HEREIN. ' 9 a;-
GENERAL NOTES
ATTACHMENT TO HOST SHALL ATTACHMENT TO HOST SHALL 1. THIS SPECIFICATION HAS BEEN DESIGNED ANIL�ISS+' P,
BE DESIGNED PER SITE BE DESIGNED PER SITE SHALL BE FABRICATED IN ACCORDANCE WITH THE // 1p1 M`
RE UIREMENTS OF THE FLORIDA BUILDING CODE SDC 1 // ry M
SPECIFIC ENGINEERING SPECIFIC ENGINEERING EDITION WI7)FOR USE WITHIN B OUTSIDE OFTHE HVHZ. 11 I p�I
----- -------EXISTING --------------- - COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 ( to N
0.024•-OR 0.030'--------- - --- - ,------ --_ _-___-_ __ _.__--_ _-_ -SECTION720,.CHAPTER.BSECTION 803.CLASS A INTERIOR. O
HOST STRUCTURE ALUM OR 26ge FINISH, AND CHAPTER 26 SECTION Ada OF THE FBC.
15S' BY OTHERS,TYP. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL s
STEEL TOP&BOTTOM LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. sia
MIN. PANEL 4'MAX WIDTH PER FACINGS DESIGN CRITERIA BEYOND AS STATED HEREIN MAY $'o
DEPTH 1 INTERLOCKING PANEL REEQQUIRE ADDITIONAL SITE-SPECIFIC SEALED C
(/4•PER FOOT MIN SLOPE) ENGINES RING N
EPS CORE(1.0 PCF7 OPTIONAL 2. THIS SYSTEM NOT APPROVED FOR URGE .+
SMALL IMPACT RESISTANCE.
THTANCE.WHEN USED WITHIN THE
°a° GUTTER HVH2 THIS SYSTEM SHALL BE LIMITED TO NON-HABITABLE
SEAL JOINT WITH LMNG AREAS.
OR DRIP CONTINUOUS 3. NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS 0 al
CAP CAULKING OR _ SEEN USED IN THE DESIGN OF THIS SYSTEM. U)p
' CLEAR SPAN(L)INSIDE TO INSIDE OVERHANG SEALING TAPE -OPTIONAL FAN 4.--THE ARCHnTCT/ENGINEER OF RECORD FCR THE -.+
ATTACHMENT TO HOST SHALL BE DESIGNED BEAM PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS
PER SITE SPECIFIC ENGINEERING 36"MAX O/H AT FRONT& -1-- USED HALL RTINGBE RESPONSIBLE
LE F6 DESIGINTEGRITY
W GRITY OF ALL
25%OF LAST PANEL d COORDINATED BY THE PERMITTING CONTRACTOR.
WIDTH AT IDES UP TO w '•` S. SEPARATE SITE-SPECIFIC'SEALED ENGINEERING
s ETAIL
W S ( rd
ROOF PANE SPAN D
pR 1 2"MAX 0/H AT SIDES) : SHALL E REQUIRED IN ORDER TO DEYIAIFROM ADS
N.T.S.N.T,S. VERT SCON OEFL OR SPANS C)
IINTEOO TALLOWLSPANTBLS LISTED �
81 HEREIN SHALL NOT BE PERMITTED.CONTACT THIS
PANEL INTERLOCK
5� z ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY
p 1 N.T.S. VERT SECTION BE REQUe CC TRACTOR SHALL CAREFULLY CONSIDER d
POSSIBLE IMPOSING LOADS ON ROOF,INCLUDING BUT o Y
NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAYJUSTI Z ¢
MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF LOAD Y GREATER
CRITERIA PROPTHIS ERLY
I--I 3 d
ROOF LOAD CRITERIA SHALL REGISTERED PROPERLY ANALYZED SY A
RO F O ER SCREEN A LS A PATI OVERS: LICENSED ENGI COMEER OR TPANLSSMALL BE T. ZZ d
7. EPS CORE COMPOSITE PANELS SHALL BE _ a pt
z CONSTRUCTED USING TYPE 3105•N254 ALUMINUM
R 3•Penoh 4' awls B• enole FACINGS,1.0 PCF EPS.THE EPS FOAM SHALL BE ADHERED m
W11d BP4a� E.Do•LNO Laotl 0.024• 0,030' 2BOA 0,121•(7 1ki P TO THE ALUMINUM FACINGS WITHADHESIVE
IVE Y OHM
0.024' 0,030' 2 461441 0.02{' 0.03a 28 o MOISTURE CURE URETHANE ADHESIVE1% ROHM B HAAS b
aun alor UPMI lU ) Alum 9Un Alum 6kln ftol SWn Al SI Alum Skin Alm Skin Skin Alum Skkl Alum SW Steel Bkln fAP.IAOVED FAARIGTI N MBETHN ACC METALS ANCEE BWlI1�lH Z
14.B EPS t-LB EPS 1-LB EPS 1.8•LB EP9 14Jt EP9 1-LB EP8 1-LB EPS 14J3 EP9 1•LB EPS 1•LB EPS PRODUCTS AT THEI0.GROVELAND FACILITY FOR ALL O
110MPH B 1 B PSF 120 1 IB'•11' i -0• tad' 18'-0' 18111. 20'-0• 23'-0" 23'-0' 23'-0• 27-0• PANELS EXCEPT THE 3'/0,024'ALUM SKIN/1.5•Ib FOAM
110 MPH C 10 PSF 120 IV-2' tr-7• 16'-0• 16'-10' 17'-11• 1G'�• 27•r 2rd• 23'-0• z3'-0• PANELS,WHICH SHALL BE MANUFACTURED BY METALS
110 D 13 PSF 120 IP-1, IVA' 1T-4- 14'-W IV-8° Ir-11' 20.6' 21'-1. 27.2- 23'-V BUILDING PRODUCTS AT THEIR GROVELAND FACILITY,
i20 MPH B tt PBF 720 14'-1t fr•4 6'-0• 16'•r tr-r Ia•1^ 21.10• 22'-0• 23'-0' ?;Y-0' S. EPS PANEL PERFORMANCE CHARACTERISTICS FOR
120 C tz PEP 120 ta'a• 16'-0• tr•r 14••t0° IB-r I'•r 20•-0' 2r.4' 2ra• 23' SELF IGNITION FLAME SPREAD AND SMOKE DENSITY HAVE
OEEN QUALIFIED THROUGH APPLICABLE ASTM TESTce
120 15 PSF 120 13" I6-0' 16'•a' 13'•11' 15'4' 1r-0" 1C•r 1811171 21'-W 2T-V STANDARDS SEE EVALUATION REPORT FOR MORE
130 MPH B Iz PSF 120 I IN-r I6-0' -0' 14'-IV Iaa' 1C-1' 2078 2113• 27.4• 9T.W INFORMATION. = I
.R 130 MPH C 14 PSF i2D 1 1316' 1e1-0' 101a• ta•1' 161•Ir Ira' 17-0' 20•-r 21'a' a7-0' 9. ALL FASTENERS TO BE M8 OR GREATER SAE GRADES
q 130 D 17 PSF 120 12'•7• 14'a• 1e-0' 13•-r t1'-1• iv-r Ira' 1a�1 ta•10• zr ' UNLESS NOTED OTHERWISE.FASTENERS SHALL BE
I4B H B 14 P5F 120 I3'-0' 1a-0' lad• IT 1C•0^ ra' 1a-r 2V-3" 21'-4• 27-0 MATERIAL AND SHALL COMPLY Wi CORROSION-RESISTANT
FOR PP0Iu 6 N
A 140 MPH C 17 PSF 1a0 I7-0' IN- 5-0• t34' IV-1" I 1aa 1T•11' 1a•i" 20.1• 27.0• TABLE NOTES: ALUMINUM STRUCTURES"BY THE ALUMINUM p n
140 MPH D 20 PSF 12o T1 it 13 ar tab' tFe- t4'a" 1514" 16' lrnr 841• 20•• ' ASSOCIATION INC.,S ANY APPLICABLE FEDERAL,STATE, u @
15OMPH B 15 PSF 1 0 _t3'•r 1513' tea^ 131-W u7-r 19'-ur team Ia-0' 2o•-B" 23'-0° 1. CALCULATIONS BASED ON FBC SECTION 2002.4,SOLID AND/OR LOCAL CODES.
150 MPH 0 10 PSF 120 77-3. 14'-2• 1 Wi' 1210" 14'4" 16'a• 16111• 1814• IV-4- 2T-0• SURFACE VERTICAL LOADS,RISK CATEGORY 1,10 PSF MIN 10. CONCRETE ANCHORS NOTED HEREIN SHALL BE q
9 150 MPH D 23 PSF 120 114• 1 •4• t0.7' 17-0' 13••7• 14'-0' 19'a• 1r t' lair i4-0' LOAD.EXP'B'PRESSURES VALID UP TO 30'MRH,EXP'C EMBEDDED TO NON-CRACKED CONCRETE ONLY.INSTALL ¢ 6
16a MPH B 17 PSF 120 Ira' 144' ta'a' IT-3- 1a4T 19-2• 171-r 16'•1r 121tr 27.7• PRESSURES DERIVED USING FACTOR OF 0.86&EXP'D' �•CONCRETE ANCHORS PER MANUFACTURE'S
RECOMMENDATIONS.
tea MPH a PSF 26 11ar 13.18 104• 2-0 u'•r 1sa ea• 1 K.W 1eNa ear PRESSURE DERIVED USING FACTOR OF 0.89 PER FBC TABLE ME THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL ■ R
tab D zaps t2o 1 yr 12'•12' 13.0' I5a• 7a^ 1a'.1• 4•-0' 1 n'-0• 1a4• 2002.4A,WIND PRESSURE VALUES FOR 156MPH EXP'C'&'D' MEMBERS FROM DISSIMILAR MATERIALS 1O PREVENT A
1 B H B e 1z•4• u4' 6'•' 12ar 14' 1'-Io• IT-2• 1a•r B' 2'•l &165MPH EXP'C'&'D'OBTAINED USING INTERPOLATION PER ELECTROLYSIS.
R 12. ENGINEER SEAL AFFIXED HERETO VALIDATES
180 M C 22 11-0' 3-7' 13112' 3.11• 14'•1T a 17'•r' 6'-0 2a•1 ASCE 7-10 METHODOLOGY. STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS m
160 MPH D 28 PSF 120 t0'•ir tr-0' 122' N 13'-0' 14'•1• t4'-0' 1e-12 Ira ta'a" 2. DEFLECTION LIMIT-L/120,MAXIMUM ALLOWABLE ROOF SPECIFICATION BY CONTRACTOR 0L al.INDEMNIFIES S ■ ppB
I B IPPSF 220 Ira• tar 14'-0• Ira• 14'-0' Iar 16'-0• 1B'a' 1912" 21'a' SLOPE SHALL BE3"MAX PER F'OOT(3:12), SAVES HARMLESS THIS ENGINER FOR ALL COST
& Nye
165 MPH C 23 PSF 120 11'-0' 13'r1• 174" 12'-0' I3-r 14'a' 1a••4, 1r•1' tars• 1a-0' 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES 8
103 MPH C 2a PSF 120 10'-0• f7-0' 12'a' 1'a• 17.0" f3'a• 13.17• a'a' 1e'-0' 1ra^ CALCULATIONS FOR GRAVITY LOADS AS WELL AS RESULTING FROM MATERIAL FABRICATION SYSTEM
CALCULATIONS FOR PANEL PROPERTIES. ERECTION,&CONSTRUCTION PRACRCES AEYOND THAT BEI
nDMPH B PSF 120 tI tr 13 1r 1ma' f7-0 I4••2• 1a••4 ta'11' +T•1r +a'- V_I 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES WHICH IS CALLED FOR BY LOCAVATE&FEDERAL 11a
11.1.1
nOM C 24 PSF tm Ira' 13'•1• 13'•2• 1'-e• 1a•4• ts•-0• 114�11 1fi'a• n'-0' ter-1r CODESSFROM DEVIATIONS OF IS PLAN.110 D Ze PSF 1z0 1 -i' tz-2• 1t'•tr 1t•1 r1 .W16'•1" Ill 17V° LISTED ABOVE SHALL NOT EXCEED 3'-0",MAXIMUM 30PSF 80 11'r 1TM I1-e• tr-0• tz-0' 1z-0• Ira" tr-0' ra^ ALLOWABLE SIDE OVERHANG IS25%OFLAST'PANELWIDTH. ADDITIONAL CERTIFICATIONS ORAFFIRMATI0 SARI
170 MPH C 30 PSF 120 I0a' Ir•+r 11'A' 1a•11' 17.4• 13•-P 14' 15-All' la•11' SLB,12'MAX FOR 48"PANEL WIDTH), INTENDED. 17-4000.
C30 PSF 180 o•-f 1aa• Ira• G'-0• fa•io• Ira• 13'a' tare' 10A" 5. `7)INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. 14. ALTERATIONS,ADDITIONS OR OTHERMARKINGS TO
DEFLECTION LIMITS CONSIDERED FOR USE 1N THE HVHZ AREI THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATES UNLL�N0�C 30 PSF11'•0• 12-0' I7-(r 17-0' IX4. 12'-0' Ir-0' THIS CERTIFICATION. 95.1, L/80 FOR SPANS 512'-0° 517aMPH 30 PSFto-0' 11'-11' 11'-0' tOH1• tTd' 77.4• id'A" 18'-11' ter-11^ I5. PANEL STRUCTURAL PROPERTIES DERIVED FROM0 30 PSF 180 a-t• 1a-r 1 a• S'-0' 1a-ta• 11'a' 73'-a• 1'•5- 16'-0• 5.2. L/180 FOR SPANS>12'-0" CERTIFIED TEST REPORTS(REPORT NO3.50332•A
50410-A,50410-B 50410- ,50410-D SO410•E,SD 31 PSF11.1' 11'10^ 11'r 1r-0• 17-0• 12'-0' 1T-0' Ira' 17-0" 50410-G,5041D•R 50430•I,BY TFAW(PIN TESTIN 31 PSF 120 t0a' 11--10' 11'-0' 1a,-I 1'•4' 13'a• INa• 161.10, 18'?D31 PSF 180 a-1- t0-0- 11- G'-0' 10'-9' 11'-7' 13'•r 14'-4' iv-r
MAXIMUM ALLOWABLE CLEAR SPAN TABLE MAXIMUM ALLOWABLE CLEAR SPAN TABLE `\�`� KL
ROOFS OVER C OSED SU ROOM ADDITIONS: ROOFS OVER ENCLOSED UNR OM ADDITIONS: C1 GEN NN9P
8"Penel 4'Psrrb 8'Panels 3'Penels 4'Peneb S•Pend.
Wind Speed sure Wor UPYe (DoiLl kelbn AWO.m SWn AWm Skin �9 Wn� Alum4SWn Mum23Wn Alum Skill 28pS in Alum SWn Alum 6Wn 6.030 UM Skin W nd Speed Fxp�sum Vve Led DOLZ n Mum SWn Alum SWn 210 Ie[A-LB
0.024'I') 0.024' 0.03a 2808 Stool O.024' 0.030' 2009 '
N ) Mum Bkln Mum Skin Alum SWn Skin Mum Skln Mum Sk11 tE61>3Wn a Ex
1-LB EPS 1{B EPS 1-LB EPS 13-LB EPS 11B EPS 1-LB EPS 1-LS EPS I-LB EPS 1-LB EPS 1-LB EPS L 6gdIMD0,1.6
100 MPH B 13 PSF 120 19'-11" 151•2• 1 r•7 14'-T 16'-0" 17'-10' 20'-0' 2a-11' 21'-12' 23'-0° 1{S EPS 1.1.8 EPS 1-LB EPS MPS 1.1-8 EPS 14.8 EPS 1-LB EPS 1-LB EPS 1•u,EPS ';�Q'
150 MPH B 29 PSF 120 101-81 12'-3• 17-1" I v-1• 17-r 13'-7" 13'-8' 16'•2^ 18'd° STATE OF
100 MPH B 13 PSF 180 11'•Y I4'•1' 16'-0' 17-0" 14'•8" 16'-T 1TA' 18'3" 19'-Y 17-d" 15O MPH B 2B PSF 180 9'3' 10'A' 11'-0' 0'-0' 11'-0' 111.10' 13'•T 13'-11' 14'-B• •'
100 MPH B 13 PSF 240 11'-1" 12'-10" 131-8" 11'-r 13'•1" 14'-2' 16'-2" 18'-T 1T3' 20'4" 0 D•� \
WO MPH C 15 P8F 120 IVA" 16'•Y 15'-Y 13'•8' 16'•b' 15'-B' 18'-B' 1B'•r 20'•T 23'-0' 150 MPH 8 Z9 PSF 240 8'-0" 0'-0• lad' 8'-1a 0'-12" f0'•0" 17.4' 12'•B• 13'd' 1 G
150MPH D 42 PSF 120 ad• 10'-1" B'•11" 9'•B• 10'-0' 11'4" 11'3' 17d• 13'.8' 14.4 / N �.• \1
1DD MPH C 1B PSF 180 11'-0" 13'3' 14'-1• 11'-11' 13'd" 14'-T 18'3' 1T-1• 1B'-0' 2a•12' /
10D MPH C 10 PSF 240 10'4• 17-1' 12'-10" 10'-10" 1214' 13'3• 1 V-2' 16'-r 16'-0" 1a-1' 150 MPH 0 42 PSF 180 r-Y B'-0• B'•11" r.9. 0'd• 10'd' 11'3' 12'3' I V-80 14'd'
_t00.MPH D 10 PSP IN 173" /4'3- 14'-11' 17-10• 14'd' 16'd' IV-11" 1B'd" 10'd" 21'd" 160 MPH D 42 PSF 240 Td' B'•T B'•Y T-9' 8'-10" 0'd' 10'•10• 11'•1' 11'3' 19'd• 0.
-- - - - - _._760 MPH _B_ 91 PSF _120 10'd" 11'-0" 1'• to-f0' 173' 13'-2' 13'•2' 1t'•T 16'-0' 16'd' _ U) (� F
100 MPH 0 10 PSF Ito fad' 17d" 13'3• 111•Y 17d' 13'd• 16-0" IV-1" 10'-11' ta3' tee MPH B 31 PSF 120 014 10'd" 11'-Y P-0" 10'•0" 11'-r 13%2• 13'•T 14'3• 18'-T Z �flISO MPHD 19 PSF 260 9'4r 11U" 17-0" ta•2" 11'-0" 17d' 14'•2' 14'-T 164' IT•10• 158MPH B 31 PSF 240 8'3" 9'd' 10'-Y e'-r a-0• 10'-0' 11'-12" 12'd• 17.11' 18'-1• �j 'T
110 MPH B 10 PSF 120 13'-1' 16'-Y 16-Y Iv-w 1614' 18'-0' 16'•r 1a r 2a-T 23'-0•
166 MPN C 38 PSF 120 B'-0" 10'-0" 10'd• ta-Y 11'-1' 11%11' 11'•11' 13'3• 14'4' 18'-2'
110 MPH B 18 PSf 100 11'd' 13'3° 14'•1' 11'-11' 13'-0' 14'-T te'3° 1T-1" 1T•12' 20'-1Y N� UM
110MPH B 10 PSF 240 lad' 12W' IT-10' f0'-10" 12'3' 13'3' 16'•2" 15'-0" 16.4' 19'•I' 166 MPH C 30 PSF 1B0 a-0" 9'•10" 10'-0' 8'•10' 10'•1' ta•10` 11'•11• 11'•9" 19'd' 16'-2• .11
110 MPH C 10 PSF 120 12'3' 1418" 14'-11" 12'•10• W-6' 16'd' 16.11" 184' 18'd' 21*-e IN MPH C 98 PSF 240 r-0" 81.11" ad' 8'•1" 9'•2" 91•10" 11'3' 11'•T 17-Y 14'3' (t
160 MPH 0 48 PSF 120 a•1" 0'-0' 9'-r B'-8• 101•1" 1a•10• 101.10• 12'-0" 17-11' 13'•9• PS
110 MPH C 19 PSF 240 Wad' 17-r 12.01 11'"Y 12'-0' 17-8* 15'3• 14,.r 1S'•11' 19'-0' VI l'
110 MPH C 1B PSF 240 P-0' 11'3" 12'-0' ta•Y N'-0' 17d• 14'3• 14'•T iS4• 1T•11' 188 MPH D 48 PSF 240 T-11" 9'•3" 9'•T B'.7' 9'd" f0'•Y 10'•10' 11'•11' 17d• 1V-3-
168 MPH D 48 PSF 240 T3' 6'-0• 81•11' 7'•T 8'-T 0'3" 101•T 10'•10' 11'3' 19'-3' O N
110 MPH D 23 PSF 120 11'-0" 13'd" 13'-0' 1P•12' IT-7" W-8" 16-0" it-1" 16'-1' 1ad'- - - G
180 MPH B 33 PSF 120 1a•Y 11'd" 11'3' 10'-0' 11'-01" 17.10' 17.10• 14'3' 16'-0' 1e'-3'
110 MPH 0 23 PSF ISO 1a-0' 11'3" 12'd' lad' 11%11' 17.10' 14'-0' 1614' 181.10" 1B'd' 180 MPH B 33 PSF 180 6'-11^ 104" 10'•1Y 9'3" 1"" H'd' 12'•10" 13'd" 14'-0' 18'3"
110 MPH D 23 PSF 24D 0'-1• 10'•r 11'3' 9'-01 10'•10' 11'-0• 134" 13'-0° 14'd' IB'•9" 100 MPH B 33 PSF 240 0%1' 0'd" 9'-1Y 0'd' 9'•T 10'-0" 11'•1D• 12'-1" 17-0' 14'-IW
120 MPH B 19 PSF 120 17d' 14'-0" 16'•1' 17.11" 14'-r 16'-0' 1r•1° iB'd" 19'd" 21'-0"
120 MPH B 18 PSF ISO 10'-9' 17-W 19'd' 11'3" 17-9• 13'-9' 16'-0° 164' 18'•12' 1B'•10" ISO MPH C 40 PSF 120 9'•7' 10'd• 1a3" a-1Y 10'•10" Iv-8, 11'3' 17-11" 13'•1Y /4'-P
R 120 MPH B 19 PSF 240 9'-9' 11'd' 17-0' ta3' 11'•T 12'd' 14'd° 10.2' 16'-S it.12• 160 MPH C 40 PSF ISO e'd" 9'-0" 10'3" 8'3^ B'-it' 10'-8' 11'd• 12'd• 13'-1' iN-8- Q
120 MPH C 22 PSF 120 11'-T IT-51 13'3• 12'•1' 13'•9' 14'•S" 161•6' 1r3' 18'3' ISO MPH C 40 PBF 240 T-T B'•10' 0'd' T-11' 6'-1Y B'3' 11'•1' 11'-0' 11�11' 13'•11' O
160 MPH D 48 PSF 120 B'•10" 9'd" 914• 9'•4• 9'-to" 10'-r 10'•r 111-9• 123' 13'd'
120 MPH C 22 PSF ISO 10'-1' 111-91 12'd' 1a-r 11'-1Z" 17.11• IW-S' 15'-2• 16'•11' 16'-r tt
160 MPH D 48 PSF 100 VAT 9'-1' 9'd' 8'-Y 9'3° 9'-1Y 10'•7' 11'-9" 124' IT-5" 0-
120 MPH C 22 PSF 240 9'•2" 1a-0" 114' 0'-r 1a-11" 11'-0" 13'd' 13'-9' 14'd" 16'-11• ISO MPH D 48 PSF 240 r-1' B'3" e'-B" 7'd" 0'd" 9'•1" 10'•6" 10'3' 1V-2' 13'-1" W
A 120 MPH D 27 PSF 120 10'-1D• 12.7' 12'd' 11'4' 17.10" 13110' IV-1' 16'3' 161.11" 1T-11^ �}
165 MPH B 35 PSF 120 9'-11" 11'-1" 10'-11" lo.- 11'•T 12'd' 12'd' 131•8• 1P-01' 16'3' z<
120 MPH D 27 PSF 180 9'd" 10'•1Y 11'd' a41" 11'3• 17.1' 13'•10' 14'-Y 16'•11' 1Td" 188 MPH B 38 PSF 180 8'-8' 10.1" 10'3' 9'-1' 1014' 11'A' 12'd' IT-1' IT-9' 16-0' 0-4
120 MPH D 27 PSF 240 5'•r V-12" 10•d' 8.Ir 10'-Y 10'-12• 17-r 12•11• 13'•T 15'-f0• 165 MPH B 35 PSF 24D 71•11• 9'•2' 9'A" 8'3' 914" 10'-1' 11'-T 11Na 12'd' 14'd' 9 �{� 6Q5•'r
130 MPH B 21 PSF 120 11'-B" 13'-T 13'-11" 17.1' 13'•10" 14'-11" 16'•9' 1T3• 18'd' 200' 165 MPH C 42 PSF 120 9'd• 10•1" 91•11• 9'-0' IV-6" Iv-r ii%r 17d• 13'd' 144' m g
130 MPH B 22 PSF 180 10'-Y 11'-10" 12'•r 101-W 1271" 13'-1' 14'-11" 15'4' 1611, 181-V 188 MPH C 42 PSF ISO 8'•2" W.6. 0'-11, 8'd' 9'd' 10'd" 11%3" 12'3' '17.1T 144' 444hCCCfff }tea{
R 130 MPH B 22 PSF 240 9'3" 10'•9' 11'd' B'd' 10'-1Y 11'-10" 13'-r 13%11" 14'-0' lr-1" m
p 105 MPH C 42 P8F 240 7'd" 8'-r 91-7' 741" 5'•10" 9'-0' 10'"10" 11'-1' 11'-0' 13'd' p
s 130 MPH C ?B PSF 120 10•17 17.9' 11'd• 11'-6' 12'-0Y 14'4Y 14'd" 16'•11' 1T•Y 1B'-2" 165 MPH D 81 PSF 120 B'•r 9'•2' W-O" 9'•2" 9'-0" 10'3" 101•3' 1Pd" 12.r 17•tY En
- - 130 MPH C 25 PSF 180 91•r 111•1' 11'•10" 101-W 1114" 173' 13'-1Y 14'd' 18,1' 1r r z
185 MPH D 81 PSF 240 T3' 81•11' 8.4r T-1Y 9'-1" 1.18• 10'3" 11'4' 1 1-I 1 T-91
30 MPH- C 'te PSF- -240- -8'd• to-1°- -1a-0'- -9'd--104°--i P•1°--17-0 - 19'•1' �Ei'-0`- 18-72•-- � � -
13OMPH D 32 PSF 120 ta3" 11'-r it'd• 10'-9° 12'-1• 13'-0" 12'-tY 14'd• 15'-r 1B'd° 185 MPH 0 51 PSF 120 9' 1" 01-0 8'-T T3" B',2 12'-1" 10'•Y 10'd• 10'dY 17.0' {WQI�
130 MPH 0 32 PSF 180 B'-12' 10'd' 11%1" B'd" 10'd° 11•-5" 17-tY 13'-8' 14'•Y 18'-0° 170 MPH B 37 PSF ISO B'•B^ 1a-0• 10'-T 10'•Y iRY' 12'-1• 12'-0" 10'd' 14'•5" 1Vr
g R..-H 0 32 PSF 240 8'-Y B'-0" 1D'•1" 8'4" B•3" 19-5" 11�11" 12'3" 12'-10" 14'-12" 170 MPH B 37 PSF 240 B'-0' adi' 9%r 8'-11• 912" 11.1V 11'-0" 11'-0' /3'd• 16'3' Ln
p 170 MPH B 37 PS 2/0 T-0" 8'-02' 9'•r 0'-1' B'-Y B'-1 1" 11'd" 11'-r 12'3" 14'3°
q B 25 PSF 120 11'•2" 12•11" 17-11" 11'4" 13'.2^ 14'3" 14'd" IV-3' Ir-r 16'-r 170 MPH C 45 PSF 80 9%2" 91•9" 9'd' IVA" 10'-Y 10'-11' 10'•11' 17•T 13--1- IT-11- _
SC B 25 PSF ISO 9'-9" 1V3" 12'-0" 10'-Y IV-S' 17d' 14'•Y 14'•r 15'd" 1T-10' 170 MPH C 48 PSF 120 B4" B'•B• 0.8- B•7- 10'-Y 10'-11" 10'-11" 17-Y 13'1' IT-1V
B 25 PSF 240 B'•10• 10'3" 10'-11• W'r 10'd" 11'3" IZ-11" 133' 13%11" 1S'3' 170 MPN1 C 45 P8F 1B0 B'-0" 9'3• B'-0' B'd' B'd' 1a3• 10'•it° 11'•1Y 17-T 13'-11'
C 30 PSF 120 10'd' 11'•11" 11'-0' 70'-11" 17-0" 13'd" -- 14'A' 16'-1Y 1S'.11. 17OMPH C 45 PSF 240 7'3" B'-8' W-12' Fr- B'-r 9'd' 10'-r 10'-11" 11'd' ITW LOL
C 30 PSF 180 9'-1' 10'-T I l'3" B'-0" 10'•10' 11'3" IT-4" IT-W 14'd" 18'-0' 170 MPH t 0 54 PSF 80 8'-0" B'•f0" W-r 9.2" 0'•3" 0.11' O'-11" 11'4T IV-11" 12'-0'C 30 P9R 240 8'•9' 9'•T' 1D3• B'd' 10'T12•1' 17d" 13'-1" fe'3" 17D MPH 0 64 PSF 120 8'd° 8'd0" 8'-9' 8'-12' 9-3" 9'•11° 9%11" 114r 11'-11" 12'•T 0 37 P9F 12D D'-0' 10'•10" 10'3" 10'3' 11'3" IZ'•1" 17.1" 13'•B" 14'$• 1B'd' 170 MPH1 p 54 PSF 18D Td' B'-0' 8'-0' T-10" B'-11' ". 11.4 i" 11'-0" 11'•10" 12'•T sell
140 MPH D 37 PSF 180 8'•T 9'•11' 1a•T 8'-11" 10,z. 1a-11' 12'•1" 12'AO" 13'-0" 15'd' 170 MPH D 64 PSF 240 8'•10^ r•11' 8'd' r-1' 8'-1° e'A' 9'-11" 1a3' 10'A^
140 MPH D 97 PSF 240 Tor a-0' 91•T 6'•1' 9'•Y B'•11' 11'4' H'-0' 12'3" 14'3' 175 MPH B 39 PSF 120 0'-T 10'd' 10'-P 101-T 1a-11, 11'-0' 11'3" 12Zir W-O' 14'-10'
TABLE (VOTES: EMPH
B 39 PSF ISO 814" 91•9' lad' 8•-0• 8'-11' 1"" 11'-0" 17•r 13'-Y 14'•10•
1. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10 CLEAR SPAN TABLES S 39 PSF 240 r-r 8'•10" ad' r•IV 91-W 9'-0' 11'•1' 11'd" 11'•1Y 13'42"
FIGURE 26.5-1c,RISK CATEGORY I,10 PSF MIN LOAD, EXP'B' C 47 PSF Bo 8'•11" B'-0' 0'-0" 9'-10' 01-11, 10'-0" 1"" 11'-10, 12'-0" 12W'PRESSURES VALID UP TO30'MRH.EXP'C'AEXPID'PRESSURES DIRECTIVE: C 47PSF 120 O'•11" 0'-0' 9'-0' 9'd' W-1I" 10'-0" 10'-0° 11'-10" 12'-0• 13-01
VAUD UP TO IS'MRH ONLY. t C 47 PSF 180 T-ID' 0'•1° 0'd• B•2' B'd" 10'-0- 10'd' I1'-B" 12S' IT-O'2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES,MAXIMUM 1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED yALLOWABLE ROOF SLOPE SHALL BE 3"MAX PER FOOT(3:12). (SCREENED WALLS OR FULLY ENCLOSE% C 47 PSF 240 r-2" s'3' S'•10, rd' 8'd• 9'-1• f0'd" 1a3' 11'3° 131.1• 1i3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR 2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, D ST PSF BD 8•-1" 5'-r e'-0' S'-11• e'-tYWIND SPEED AND EXPOSURE CATEGORY WITH Q�GRAVITY LOADS A WELL AS CALCULATIONS FOR PANEL PROPERTIES. D 57 PSF 120 5'1" 8'•r 8'-0' 8'•10, 8'•12' B'3° B'd" 10'-V 11'.7" 12'-r4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED GOVERNING MUNICIPALITY AND BUILDING CODES ABOVE SHALL NOT EXCEED 3'-0".MAXIMUM ALLOWABLE SIDE IN EFFECT FOR THE PROJECT LOCATION USING t D 57 PSF I.
rd• B'd" s'-0• T3• B'-0^ 9'-5' a-0" ta3" 11••T 12'3'
OVERHANG IS 25%OF LAST PANEL WIDTH,(i.e.12"MAX FOR 48" FLORIDA BUILDING CODE. 17-4060
PANEL WIDTH). 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN
5. (t)INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY.DEFLECTION IN TABLES FOR APPROPRIATE PANEL DEPTH, WALMNie L"AEee NOTED
LIMITS CONSIDERED FOR USE IN THE HVH2 ARE: FACING THICKNESS,AND EPS CORE DENSITY
5.1. L/BO FOR SPANS 512--0" SELECTED. 2
id 4. ANCHOR COMPOSITE PANELS TO EXISTING HOST
5.2. L/16D FOR SPANS>12'-0° STRUCTURE AND EXISTING SUPPORTING MEMBERS
AS ILLUSTRATED HEREIN f%/
i
P-. E a R sTo ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
E, GINE ' RING EXPRESS® EXPERT
PRODUCT EVALUATION REPORT
October 10,2017
Application Number. FL 2291.1 -R10
EX'Project Number: 17-4060
Product Manufacturer Four Seasons Building Products
Manufacturer Address: 7815 American Way
Groveland,FL 34736
Product Name&Description: Pro-Fab Roof Panels
Aluminum and Steel Skin EPS Core Sandwich Panels
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61 G20-
3.005, F.A.C.,for statewide acceptance per Method 2(b). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition
2017 and is for the purpose
( ) p rpose intended.at least equivalent to that required by the Code. Re-evaluation of
this product shall be required fallowing pertinent Florida Building Code modfications or revisions.
Substantiating Data:
• PRODUCT EVALUATION'DOCUMENTS
EX drawing#17-4060 titled"Pro-Fab Roof Panels",sheets 1-2, prepared by Frank L.Bennardo,P.E., Inc.,
signed&sealed by Frank L.Benn rdo,P.E.is an integral part of this Evaluation Report.
• TEST REPORTS
Uniform static structural performance has been tested in accordance with ASTM E-72 test standard per
test report(s)#50332;A,50410-A,50410-B,50410-C,50410-D,50410-E,50410-F,50410-G,50410-H,
50410-1 by Terrapin Testing, Inc,signed by Rick Cavanagh.
Thermoplastic structural performance for self-ignition temperature has been tested in accordance with
ASTM D 1929 pert reports 16289-107799 by Intertek Evaluation Services(in conjunction with Omega
Point Laboratories),signed by Rick Curkeet,P.E.,with an
approved self-ignition temperature greater than 650'F as [T-Frankle,
ised Er(yirto�:l's' �IVal,,i'�dor
required per FBC Section 2614.2.. Pag
Thermoplastic struc I ral performance for surface burning ,
characteristics have been tested in accordance with ASTM E-
84 per test reports 14530-12330 Rev 1 by Intertek Evaluation _ W
Services,signed by Rick Curkeet P.E.The roof assembly wasE Q o =
tested as a 6"thick panel with an approved smoke-developed 0na�foC� : O`
index not greater than 450 and a flame spread index of 75 or 0
less as required per FBC Section 2603.3 and 2614.3.
-160 SW 12T" AVENUE SULTE 106, DEERFIELD BEACH, FLORID 442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERING EXPRESS.COM
YSRGECfGf1�ClDiMFwBSfEaND 1iNl61@IPAIELB F&1-1891REfl$01 f00.30N f1�48YP®i1F�.IWGtRiF1000C1I'MitIIBf.1DOC
i
ENGINEERING EXPRESS® October 10,2017
Four Seasons Building Products—Pro-Fab Roof Panels Page 2 of 2
STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Maximum Allowable Spans
2. Maximum Allowable Deflections
I;
No 33%increase in allowable stress has been used in the design of this product.
Impact Resistance:
Impact Resistance has not been demonstrated.
Wind Load Resistance
Each product has been designed to resist wind loads as indicated in the span schedule(s)on its
respective Product Evaluation Document(i.e.engineering drawing).
Installation
Each product listed above shall be installed in accordance with separate engineering documents. This
Product Evaluation Document(i.e.engineering drawing)provides no instructions for installation,only that
the product has been'designed to perform under load as shown with all components noted therein.
Each product component shall be of the material specified in that product's respective Product Evaluation
Document(i.e.engineering drawing).
Limitations & Conditions of Use:
Use of each product shalt be in strict accordance with its respective Product Evaluation Document(i.e.
engineering drawing)as noted herein.
All supporting host strictures shall be designed to resist all superimposed loads and shall be of a material
listed in each product's respective;anchor schedule. Host structure conditions which are not accounted
for in each products respective anchor schedule shall be designed for on a site-specific basis by a
registered professional engineer.
All components which are permanently installed shall be protected against corrosion,contamination,and
other such damage at all times.
I.
Each product HAS been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ)
under specific conditions as noted'on the engineering drawing.
160 SW 12T" AvENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (;954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
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