HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFr 1 4
Page of
Florida Building Code Onlif _
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FL,
FL
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Application Type
Re
Code Version
21�]
Application Status
Apr
Comments
Arrnived
)22-P.7
ion RECEIVED
3ved MAR l 5 'mjo
8/2017v. date reapply 08/21/17 Permitting Departmer,
St. Lucie Count,
Product Manufacturer Extreme Metal Fabricators, LLC
AddressJPhone(Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
fivalidationCP yafloo.corn
Authorized Signature I Richard McKuhen
ftv alidation@ yahoo, corn
Technical Representative Richard ficKuhen
Address/Phone/Email 2160 sW Poma Drive
Palm City, FL 34990
(772)$72-8034
rchard@emfab.net
Quality Assurance Representative
Addrz✓s/Phone/Email
Category Roofing
Subcategory
Metal Roofing
Compliance i4ethod Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who dI�veloped LOCKE BOWDEN
the evaluation Report
PE-49704
Florida License
Keystone Cercl
Quality Assurance Entity ncations, Tnc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By I ?aCllary R. Priest, P.E.
.t Validation Checklist - Hardcopy Received
Certificate of Independence FLL7Q22 R7_COhFL_17�22.1._5 V CR)P_iP s5r_ndf
Year
Referenced Standard and Year (of Standard) standard 2003
TAS 125
UL1897 2012
1 UL 580 2006
I
Equivalence of product Standards
Certified By
I
Sections franl the Code
I
I
fl ridabuiIdina.org/pr/pr I pp_dtl.asp ?param=is(GE-VXQIA tDgv2'aBQPI-pQQ.-• 1/10/2018
hnp://',�,v�v. o
rlor-da Building Code Onli
Page 2 of 4
r Product Approval Method
s
Method 1 option D
Date Submitted
08/1
Date Validated
0812
Date Pending FBC Approval
08/2
Date Approved
10/1
Summary of Products
FL a# 114odel, Number or Name
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: NO
Design Pressure: +H/A/-Tabte A
Other: Refer to evaluation report for conditions. Install
assembly in compliance with the installation method Cistr
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2 12 - "SV Crimp" (116)
Limits of Use
Approved for use in hiVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +hIJAf-Table A
other Refer to evaluation report for condition
assembly in compliance with the installation mE
this report and applicable code sections of FBC.
manufacturer's installation instructions.
17022.3 13 - "Is' Mechanical
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for cond
limitations of use_ Install the assembly in c
the installation method listed in this report
code sections of FBC. Refer to manufacture
instructions.
17
17
1.7
Installation instructions
&170 R7 1I FL 17022_V_
_1 SCRIh7P ss.(~p_df
Verified By: Locke Bowden, P.E. 49704
Created by independent Third Party: Yes
Evaluation Reports
the FL1707.2 R7 AE EL_17022.1 5 V CRIMP ssrpdf
ad in Created by Independent Third Party: Yes
0.032" Aluminum, 3/8" Rib height, 21' wide lapped roof
panel, mechanically attached to 15/32' plywood or Wood
Deck vilth exposed fasteners
Installation Instructions
FL17022, R7,11 FI. 17022.2 S V CRih1P 0.032 ALUi_t ss)�df
Notified By: Locke Bov:den, P.E. 49704
Created by independent Third Party: Yes
Evaluation Reports
all the i FL17022 13-7-6 FL 17022.2_5_V CRIf•1P 0_D32
listed in { ALUM ssr.pdf
to Created vy independent, Third Party: Ye.,.
rib height, 16" wide, 24 gauge steel, standing
�.00d
a '
roof panel mechanicall • attached to 15/37plywood
deck with clip and fasteners.
Installation instructions
FL17D22._R7 I�FL 17022.__-1..5 MECHAh1TCAL
sean> Z iaa 5sr pdf
Verified By: Locke Bowden, P.E. 49704
Created by independent Third Patty: Yes
ns and Evaluation Reports
liancewith FL17022_R7_t1E_FLJ7022.3 1.511ECHANICr\L
Iapplicable seam_29ga_sst_pdf
installation Created by Independent Third Party: Yes
17022.4 �•4 - "1.5" Mechanicai Seam" (PS)
Limits of Use i
Approved for use in HVHZ: Plo i
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: -N/Aj-Table A j
other: Refer to evaluation report for conditions and
limitations of use. install the assembly in compliance faith
the installation method listed in this report and applicable
code sections of FBC. Refer to manuocturer's installation
instructions. _
5 - "1 in. Nail Strip° (R5)
17022.5 1
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: T
Impact Resistant: Pio
Design Pressure: rN/A/ Table A I
other: Refer to evaluation report for conditions and
limitations of use. Install the assembly in compliance with
I
I
1.5" rib height, 16" aide, 0,032" aluminum, standing seam
roof panel mechopically attached to 15/32" plywood or Wood
Deck with clips and fasteners.
Installation instructions
FL17022_R7 II_FL 1702?._4-h1E1-HAPICIAL SEA!"
AltlP_1Ihll)i_t sa vodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL�7022 R1 AE_FI^77012,4 P7FCHANCIAL 5[kF7
AhUh1INUt•1 gsr:gdf
Created by independent Third Party: Yes
1" rib height, 16" wide, 26 gauge steel, standing seam root
panel mechanically attached to 15/32` plytivoud or wood
deck with fasteners.
installation Instructions
FL7.-10222,
Lieriffed6y:w 5 1.0 i1AIL5TRIP ssr.adf
P.E_ 49704
Created by Independent Third Party: Yes
Evaluation Reports NAILS
FL17Q22__R7 AE_FL_1702-2,5� 2 -TR1P_ssr,pdf
Created by Inde'pendentThird Party: Yes
V10/2015
http://wkk-Nv.floridabuiIding.orJpr,'pr_app dtl.asp,'pal-am�vGE\FXQwtDgv2aBQpHPQQ
Florida Building Code Onlif
Page 3 of 4
I , 1. s
The State of Fiorida " an AA1EE0 employer.
Under Florida law, email addresses are pubic records. If qou do net :eanrvo1
his entity. Instead, centatt the. ofiicn by phena or by trditi
electronic mail tol
section 455.275(l), Florida statutes, effective cc:otxr 1, 2012, licenM s Gcen:
they have one. The emails provided may be used for of3dal comm`W1Mticn wi
suppty a paronal address, please provide die Deparrmeltr with rk emalCh 455, F.s
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
17022.6 ° 1 in. flail Strip" (R5)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N;A/-Table A
others Refer to evaluation report for conditions and
limitations of use. Install the assembly in compliance with
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
17022.7 i 7 - "1.5 in. Nall Strip" (115)
Limits of Use -
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and
limitations or use. Install the assembly in compliance with
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturet's installation
instructions.
17022,.8 18 - "EMAX Rib" (R5)
Limits of Use
Approved for use in HVHZ: NO
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +H/A/-Table A
Other: Refer to evaluation report for conditions and
limitations of use. Install the assembly in compliance with
the Installation method listed in this report and applicable
code sections Of FBC. Refer to manufacturer's installation
instrOctions.
17022.9 9 " PBR MAX" (R5)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
resign Pressure: +N/A/ -Table A
other: Refer to evatuation report for conditions and
limitations of use. Install the assembly in compliance With
the installation metilocl listed in this
report and applicable
code sections of FBC. Refer to manufacturet's installation
instructions.
1" rib ltaight, 16. s•ride, 0,032" aluminum, standing seats:
roof panel mechanically attached to attached to 15/32"
plywood or Wood Deck with fasteners,
Installation Instructions
FL17022._R_.7 II_ FL_1ZQ22.G 1.0 NAIL STRIP 0 _032
l Ul/f_ssr,pdf
Verified BY: Locke Bowden, P.E. 49704
Created by Independent Third Party; Yes
€valuation Reports
FL17022,_R_7_AE F_L ljtl2- k 1.0 F1AiL,STRIP 0..M2
Alt1P1 ssr�df
Created by Independent Third Party: Yes
1.5" rib height, 19" wide, 26 gauge steel, standing seam
roof panel mechanically attached to 15,132" plywood or :wood
deck with fasteners.
Installation Instructions•
FLIMZ-1 R7 Id FIL 170217022.7 1:5 Flail Strip 2GGA ssr. df
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7_AE FL 1 _022.7 1S Hail Strip Z GA ssr.adf
Created by Independent7ldird party: Yes
29 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or rood deck with exposed fasteners -
Installation Instructions
FL17022 R7 it l 1770728 EM.AX Rid ssr,gdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third party: Yes
Evaluation Reports
FL17022 R7 AE FL t77022.9 E.L!AX Rip ssr,pdf
Created by Independent Third Party: Yes
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck %Vitt, exposed fasteners.
Installation Instructions
FL17022 R7 II ckFl- PB
17022.9_R RIB ssr-.odf
v.rified 6y: Loe Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
ELQ022 R7 AE FL_17022.9 PAR RIB ssr_..p�
Created by Independent Third Party: Yes
=B.ck�i Ex>j
rantact tie :: 2502 EIEI_ir 5oggp 1p dna Toha«e El 3139%phone: fa.4)�rL7-18?-0
{;,rida.:: F`ii�•ncv StpL9^T'�`1L :: Acacsbtli'•LS_taMaent :: R"rand 5ta!emcri
e-mail address release) u) response to a publirrecords request, do not send
iai mail.lf'rou have any cu -Wans, pieasecontuca50.487.L395. "?uruantto
I under Chapter 455, F.S. must provide the Department r,idr an email addrhs if
the f"tensee Ho:fever er.:au addrewes ary public record. If yea do not wish to
hich can be made avallab'e to the pubuc. To determine if you are a licensee under
please clid: hme.
Product Approval Accepts:
t+
Safe
x ; `1
I
I 4 y r r`7 I/!0!01S
http:1%; rtx�v.floridabtaild;ng.o%/pr,E�r_app_dtl.aspx' p?ral11iwrGLV Q« Dcl�—al3f�gHpQ.Q - M
compUant with Florida Building Code 20v (6th ed.)
Compliant with Florida product Approval Rule # 61(
Compliant: Keystone Certifications
product: 5 V mrimp 26CA Steel Root Panel FBC Sec
Yield strength- 50 ksi min.; Attached to n
Deck w® min. 0.42 specific gravity with sc
Rib height 3/8"
Corrosion Resistant Compliant: FBC Sec. !.507.43
Fastener 1(Method I Attachment): #9 x 1-1/2"" H'
3/jW min. thrta deck or 5/8" embedment into wo
requirements) I
Fastener 2 ,(Method 2,3, & 4 Attachment): #10
penetrate 3116n min. thru deck or /g-" embedmf
to meet requirements)
Underlayment- To be compliant with FBC Sec. C
Palm City; �L 34t�!JU
(772)872-8034
1507.4.2
in.15/32"' plywood or Wood
,eras. 24" Coverage
masher Head wood scree' to penetrate
i plank. (*or sufficient length to meet
1/2" iiex- asher Dead wood screw` to
at into wood plank. (*or sufficient length
art 2507.1.1
Slope- Shall be in compiii5ance with FBC Sec.1S07L
See listener attachment sPecification-5 ab"6
Isast�(( Details.' Table Allowable!C_®ids (�flETHC < c Y METHOD -101 _ METHOD
l%ESSG�9 PRESSURE* —_ - are �.�. �„ o.Ck0W SPACING .
O.C.
^FASTENER SPAONG (ALONG Panes wid h) IV, 0.�. f �Dr— �_ 10
FASTENER SIZE #9 JJj ,10
Reference Data: ARCHITECTURAL TESTING, mc. TST 6#- 1527
IriL 5e�f�-a6 e° c 1S9d-Q�$1 i e5t Reportlli893.iii-45Qr18 05/02/3.
Test Repoe°t 03366.01-450- �zJ�8Ii5
TA,S 125-03 Test Report D05893.02-450-18 07122114
@� /,ca��lif�Y-E!L ���� 19� is et{ufs�atenr to teSt standard 6L 18.97-1 x _qesign pressure margir, of safety 2.i
x:Ei s.seci►rar�r
Locke Bowden, P.E. does not have, not will acquire a financial it
under this evaluation.
Locke Bowden, P.E. is not owined, operated, or controlled by ad
repart. a.
rr �;
;f
��• "'`w� ' ° ° f '' '
�±facturin or distributing products.
���€r�an�c4r��tar��►��g
o pari�prrola lt� cures, or 6stributing products under this
FL17022.1 6V Crimp (26GA Steel), 214" Wide Roof Panel a Details
Limitations:
1. Utions: yment to be compliance with current Florida Building Code FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products ale compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities 4v/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6- Support framing in compliance w/FBC 2017 61r. ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended prof uct use outside of this report.
n: �"
Panel
Overlap
----- Fasteners -
r9x i-1r2' Pdin- er
MO = i-IrTNib Cyr —A, -':A" forRaw
Spacfng and Desfg , Pressures
Hex YJasher Head Ydocd Screws
Panel Pr6 lle
Nominal 12° Nominal 12"
o_c. O.C.
5.0 OdMP Roos Panel
Fasten
E9 X 1-1/2" Min. or #10 -- 1-1/2" Min. per
Table"A" Hex t,Absher Head Screw
Spaced 12" o.c. across the Panel Width
Referto Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywoodl or
-tA.rood plank