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HomeMy WebLinkAboutProduct Approval t . P .z7• `N„'Y,2J •` ���F `�p .,,�-.�r� •? r ...rr "`y��,d- �f.�a� %i�� � ��'4"( 1J^' ^"i r �'� ..r._"' r•.;�.."`�. 5 Qi--.�� k is , '.gf���s✓F"��F'.. .. i. � .r: BCIS Home , Log In I User Registration ` Hot Topics Submit Surcharge Stats&Facts Publication ( Contact Us ; BCIS Site Map Links t Search i s b i` f a c-' . Product Approval n - USER:Public User I Product Approval Mepu>Product or Application Search>Application List>Application Detail I ) KtU1:1VED , s FL# FL17022-R8 i n JAB �.2 .. !*s�-h. _..may; Application Type Revision ` �21 ; i Code Version 2020 Pen-nit:I g Department Application Status Approved St. L Icie County i 1 Comments 4 Archived I Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 REVIEWED 'OR (772)872-8034 flvalidation@yahoo.com CODE COMPLIANCE Authorized Signature Richard McKuhen S�- LUCIE COUNTY flvalidation@yahoo.com ®^VC Technical Representative Richard McKuhen r�q Address/Phone/Email 2160 SW Poma Drive viie Copy Palm City, FL 34990 (772) 872-8034 Rchard@emfab.net i Quality Assurance Representative i Address/Phone/Email I Category Roofing I Subcategory Metal Roofing , Compliance Method Evaluation Report from a Florida Registered Architect or a Pcensed Florida Professional Engineer ! Evaluation Report-Hardcop' Received { l i Florida Engineer or Architect Name who developed the David Eng I Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications,Inc. i i quality Assurance Contract Expiration Date 04/22/2024 I Validated By James R Wally, PE Validation Checklist-Hardcopy Received 4 i Certificate of Independence FL17022 R8 COI 26ga VMAX p{ywood.pdf Referenced Standard and Year(of Standard) Standard I Year TAS 100 1995 TAS 125 2003 UL 580 l 2006 - 1 itt Equivalence of Product Standards Certified By i t i Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 i Date Revised 12/16/2020 Summa of Products i FL# Model,Number or Name Description 17022.1 01: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coveragelon 15/32" (min) plywood or 3/4' (mi )thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26 a a VMAX plywood.pdf 1 Approved for use outside HVHZ:Yes Verified By: David trig, PE 81377 Impact Resistant:.N/A Created by Indepe dent Third Party:Yes Design Pressure: +N/A/-228 i Evaluation Repo Other: Refer to evaluation report. FL17022 R8 AE 264a VMAX plywood.pdf } Created by Indepe 'dent Third Party:Yes f 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032"al minum (or thicker)VMax!5V panel with 21"coverage on 15/(32" (min)plywood or 3/411 (min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 032 VMAX 211n p�rwood. df Approved for use outside HVHZ:Yes Verified By: David 1 ng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-168.5 Evaluation Report Other: Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.p'df Created by Independent Third Party: Yes i 17022.3 03: 26ga VMax on Plywood 26ga (min)VMax 5 f panel with 24"coverage on 15/32"(min) plywood or 3/4" (min)thick wood plank. Option for fasteners in the flats and in the ribs. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R8 II 26 a VMAX Dlywood flats.pdf Approved for use outside HVHZ:Yes Verified By: David E�g,PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood flats.pdf Created by Independent Third Party: Yes 17022.4 04: 26ga CorMax on Plywood 26ga (min)CorMax corrugated panel with 29.5"coverage on 15/32" (min)plywood or 3/4" (min)thick woad plank. Limits of Use Installation Instructions # Approved for use in HVHZ:Yes FL17022 R8 II 26 a CorMax Plywood 4iV1iZ.odf Approved for use outside HVHZ:Yes Verified By: David E g, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes i Design Pressure: +N/A/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Plywood HVi1Z.pdf Created by Independent Third Party: Yes Y 17022.5 05: 26ga CorMax on Battens 26ga (min)CorMax corrugated panel with 29.5"coverage on 2x4(min) battens. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga CorMax Battens.pdf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-161 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.pdf Created by Independent Third Party:Yes # 4 hack Next I `:, 1 i I .-.._.-.. ._..,em ro_._e-•..__n__� ra_�____..n o�enn n�_-_.orn eons ono. -- ---- ._,_..---•..,..___ o n«essmuny aiakemenc::Keruna aratemenr Under Florida law,email addresses are public records.If you do not want your e-mail address released in resp nse to a public-records request;fldo 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 if they have one.The emails 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,iF.S.,please dick higre. Product Approval Accepts: an 2 I1 � REM f i 1 i k f k i k i 3 4 E i l I a C I k 4 TW Um ' �,g,�Ire—'x ?.��i - �a i3��`�� ��'�►.��"� P i FABRICATORS SKILLED CRAFTERS OF MEAL ROOFING SYSTEMIS i 26ga (min ) VMAX over 15/32f9 (min plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 s Product Description 5V Crimp style exposed fastener panel with 24" max covL rage and nominal rib height of 3/8". Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where requffired Fastener 4 #9 or #10 x 1.5" fastener with sealing wisher Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick Wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC f 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com qP' \,\GENsF G � 3 � _� 'Daysd E Eng No.81377 �202010 Of '- # — 00 08 33+U100, * * — fi z� • STATE OF -• /[(/•c'!r ORI /O 1 NA><"JIM `�`�` This item has been digitallysigned and sealed . e .. - indicated. PCinted copies .. .- -. signed and sealed and the signature must.- v.erified on any electronic .. - ! ^. .�.p .a''�' 'r3 �.-",N,.n.,t�..Sr' .v' -:�',� z�' .v-,P..-=3 *�-f�-y.-�.f"�''�-x�T" �r"'�»"sr '�[ � r-•-r"t,.�x-.c..-.:.fi ��'` ..: s�.r r:`_»- ,!.} ,„ "� __+cw � -t�"�#$-� "pia.. �,��r f ""�"-�"`� ^�M �t�•�-���i '."�' � �,�X�''".e� .:. $slsaR u`w-� y_.,�r '.q y #�.� ,}.rr,, r'.§ - x .:,t ..xy a:G.iaa+tl �.. i�+�+K^'`f; 4.,Sn r. Y� tyr.�•.s � .�rrx�.•+. � F 1` r �3,, .+w _ Y ,S' x �. l J 14.. ..� "::.� -c, 1 ��f.. 'i ys p;���s .a, j-�"�. � ,v-t trs"ti 4 fub �'+`'.,�'^y[,s ' �'Y�C.,- 4 �._ i ,.�, j• x �. �` f J �' "'? �,3 y � '^r .r` 5..,�j� e St^ �'Y � n 5 � t -fir..'''���'S *'L� -fir •'f X- v"f� ud-��� }rr T,r yc� ''` ^c+ v ''Y,f,�,c': 4 .-;s ..+ V � i -.-ram �J' - z •- s �. 3 S�. ,o � r ��,> �,s _� IFS..X� .� �5.-r - y 1�FF+�� - . Qr9 �r� �" a '�fa - �f .g. , `�, s` -r✓�>•,'S r - u.f' r n d -3 `"'c {i �4.� 0: �1 • ?.�8 F,{' Y'" i .]4Tt. 2.. .3-.F f ,F t`r S?' _T. i-f X F'"W F �, f ..Yn Cd A Y bA�fJd ih•�':..' S',y�: p�� _ o- - v;;,•3''��:;f r s� ..t� '3'�75.��'`,� . ��„�,,,,+es x.-rt z--4, .b"r 'r �T _� C x i�-.: 4 c(:i2 ,,. �_y1 '.� � ... �J r"L ` ,.-,s;tcx<- ..�•.-}..�,...�+,.:.-'".. :;'�.��:�....J...'�. �rt.ri...:�:"_,.�ie.S.-s';-.:,mac.-E.._��.�..:..i;:res..•�cJ....«:::Sc.�-c.�'r'.;r >tcrzsnr�.r-d'..�..° saci� ...r:s,.�a.::.....z.:r�.:w �'saPx.�re,..�.r tea•-r=- Underlayment: Comply with local building code or FBC 1507.1.1 where required. k Slope: Comply with local building code or FBC 1507.4.2 where require4d. I Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets t e conditions required by the applicable code. j i Maximum Allowable Loads & Installation Requirements: Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF Method B: #10 x 1.5" fastener in 12"-12" pattern at 16" o.c_: 93.5 PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF 1 Method D: #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF i A factor of safety of 2 has been applied. 1 Technical Documentation: I This product has been tested to the UL 580 standard by Arch itecturalfiTesting (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As refeenced in FL 17022.01-R7 i Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. IF i This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems i Design Process: 1, j The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASC E 7-16. Use of these tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building © Is not subject to across-wind loading, vortex shedding, or instability; nor does i4 have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers flor project specific approval by local authorities having jurisdiction. ' Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The some entitie do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. k Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood pl nk) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. 1 This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as requiired by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to .documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority1having jurisdiction; this report shall not be construed to supersede local codes in force. i i i f o E — I • ,r Y ph ,yY k...' � :-vJR .•tm".,,.s?+"g ,..r-'�z ,-e ,1^' Y`,- ';n T.hx' _... .1y ...; � ,5 xr i,' 4,#.. "'y, '3yn,.r'a'S�y,. - 3 �' 2" as - .t.;-yl.* ,.'tea rac � � � ,�. � ;`4�'`•.� r,�,., '�y _ram +�-v.>r -ice._.. 'y` ' ��ii �Y� � '^E��„t:.:3 .+` I.-yn+.rt.,� ';'kGt����Tsfr-.•r -r.' ..c�`r �.�� � s�. a}r,..�ha lt� �y�`� ]�,7 � �¢.1 P�� Pi.�'GFr�yr� -.G :q min �y�-���'',S u^^ +}��a3- a. 2 5 a..-1' �m'F 3Pf. �Q � x"2J 3i'.'-{ 3 i'�� ��f�':Cr� - _:�'rT•R+ �.s^f�� .-h �� '.� ��Y-rx3 ��.. ' e';:! ����®-���t�r�:c.��.V,-e �" S f�„ =a' �"- ..�• '�.� +r s rz�±:�s' .>r �-u.:t,.: .r-Y s 4.- ey�..bn. d -F' `j"'"*� a;;"r::Y fl s•:..,2�f -r a,� '.x ,,.,;:� .� .s. .- n rt.�{ e,k t--'sK s, KstS`„a 3i e-'`3'Yr �u�" ��^� : .- �T' ,_: -� - �o -., ':.f �. c+ `�'. .?^. r.. - -'x'. s, w.• d 1s'. `wc .c.,_.r mot, .r;d. .w.yc{,y�',�,'"ft.,.C-,,.c- 6' ''+ *� ;�';{-4',�"x� ttir ✓f. 35 "s? r,'._.:3a , c"' z+'tsh,s r� ,° :w1aEL:2 "c,:...�eY.:,�;*v'.�, .xv.:Y,.:i�t.✓................,�t�2�.a Y..xk...«'+_.,:,.,.�'.,�.wo..F f€as ..e�s.,.�.e�$: sv3 ••k+..-; u'�+�JE:�.1'��i»�'.2,. ,tr;'s`r-,t ..::Y�;.*�:.,�.}'..ds� t Instructions: Select the appropriate load table that applies to the I i structure in question. f Determine the design winds speed for the 2 2 I 3 g p project location. 2 1 2 Use the attachment method indicated for that 2 i Y windspeed within each roof zone. � 2 2 3 —1 � c a 2 1 2 Ta NOTE: ASCE 7-16 and FBC 2020 adopt o 7- 2 3 a p zone concept. p For the load tables below, the worst case was taken 2 , for each zone and reported using the standard zones 2 1-2-3: 2 r 11 Zone 1 includes zones 1 and 1' a 3I 3 a Zone 2 includes zones 2e, 2r, and 2n alr— HIP ROOF GABLE ROOF ' �a�--1 Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple 3:W..OF LEAST HO=NTALPINENSV.I OR 0 k V1M0MVER IS SUA1LER BUr&'OT LESS THAN ERHER 4:OF LFpSTHOAQONTAL DOAENSION OA'FT(09111} scheme, at the expense of some design efficiency. ORAS OETERAfWEO BY DESfGtI OROTHETtAPPUCAgIL OOOE Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUI LDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: ; #9 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. r----12"(NOM) 12"(NOM) —1 NR: t ,OT RATED. CONSUL'DESIGN PROFESSIONAL AS NEEDED i Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exp sure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a flat roof,or gab e/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp-on 15/32" plywood FL17022.01: 26 a 5V Crimp on 15/32" I ood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 ,110 120 1�30 140 150 160 170;180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A " p Zone 2: A A A A A Al, A A ,rC �D ti1. iD€ Zone 2 ,A A_ A CK Imp D�� I t tj f ` Zone 3: A A A A A QED ` C� Zone 3. A A 5 Use this load table for structures which meet the following criteria: Use this load table for structur s which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 70,hip roof with Have either a flat roof less than 7D,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable�oof with slope between 4.4:12&12,12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" I ood FL17022.01: 26 a 5V Crimp on 15/32" ood Wind 105 110 120 130 140 150 16.0 170 180 190 200 Wind 105 110 120 1 0 140 150 160 1 701180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B r C D D Zone 2: A A A A A A A A A B E C Zone 2: A' 'A A A B Zone 3: A. A A.. A A:.. A A B, s:., D� O n P 11 Zone 3: /A/a, EXTREMEMETAL • - •