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HomeMy WebLinkAboutEMS Aluminum Panels 2 inch Complete engineeringFlorida Building Code Online Page 1 of 2 Business � • Professional Regulation ink I li[ BCIS Home I Log In II User Registration Hot Topics Submit Surcharge Stabs & Facts Publications FBC Staff BCIS Site Map Links Search Florida r + Product Approval I1A—� USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. © Validation Checklist - Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY, INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE. PDF Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opO DchXga... 4/23/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/06/2017 10/14/2017 10/25/2017 12/12/2017 FL # Model, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel (2 inch)- Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17-097 0.050 BERTHA ALUMINUM STORM PANEL. PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile. Max. span is 13'-0" for +30, -30 p.s.f. Evaluation Reports ASD and 4'-0" for +90, -130 p.s.f. ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY, INC. DRAWING 17-097 PRODUCT EVALUATION REPORT.PDF See sheet 2 of installation drawing for other spans and pressures. Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel (2 inch) - Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM Approved for use outside HVHZ: Yes PANEL.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile. Max. span is 9'-10" for +32.6, -32.6 Created by Independent Third Party: Yes p.s.f. ASD and 2'-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY, INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 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, F.S., please click here . Product Approval Accepts: ® W go] K- Credit Card Safe https://floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opO DchXga... 4/23/2018 WALTER A. TILLIT, JR., P.E. REPORT NO.: DATE: /T1 L ECO iNc. TILLIT TESTING & ENGINEERING COMPANY PRODUCT EVALUATION REPORT PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: PRODUCT NAME: MANUFACTURER: 17-0726.02 July 26, 2017 Hurricane Shutters Storm Panels tilteco@aol.com FLPT. Liccnec No. 44167 FL E.B. License No. 1111116710 0.050" Bertha Aluminum Storm Panel (2" deep) Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Eastern Metal Supply, Inc, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-097 (Revises Drawing # 15-045) titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 07/26/2017. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: '�P�� 1..• Large missile impact load tests were performed4un Qr'A`�'ft � TB>-1996 standard as per section 1609.1.2 of the Florida Bu$din 'C n, VQ7n StatikLoad 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3,0&i LBs0'; Fax I : (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0726.02 2 Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard (basic protection). 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 17-097. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified for code compliance to work as a non- porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evpjwatierx:Dgcument (P.E.D.), drawing No. 17-097. Minimum separation to glade" JM6a3,In�dieated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Eval ,�i�iAacU Xiq,4(F p.), drawing SC.Am ss��NAL EN�N PRODUCT EVALUATION REPORT NO. 17-0726.02 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. Anchor specifications shall be as indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10 and 11, indicated on sheet 1 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. 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Z A NOb �n O pb Ar AO 0 E m N C a y g n 3 a ^rl N o Rl 55t m to � mA Z z O Q D ��m a o,z r Z k - b � "� o � o m Z D `C y bOm mzo p n D. r O cA0 n0 n =F rn OD A b • b • � ��2�mC �nyAn> N e �mbmh Y o�o 3m it OOW OA ATW nW T 20 =T A m m4 2� mA O mT A� V' W p•UZ �� nW m a� Capri L o 0 M a a e a �� a a i s i a i s E�E m a b b U N N N N N N N N N N b N N b b b N N N o� A `w N n 4 Y x x z z z z x x z x z z x x� 0 a i 0 a� a W -�. . O b U V V• U i W N - � a� m g b ti LL ci b a 2 C y A \ ,tibu em��`y00, ..1/ W W 2O m n� A o O y as }� ti m D -Ni AAmi� k � � It n g ayy!!Y m M A m.. m 0 0 K. v r e 17 m OIt O C p n m m m v S D .Upi � o r � rn /V m O (� E oA� NDrrl 2 1 p r ^ Z T 2g N me s v~ < g Af° G Z D z f� z m o e P 2 2 b 2 z x 2 2 1> 2 2 1 2 2 2 2 2 2 _ 2 o F P � w Y 1) II • , N P Y Y � i a a N N 4 N N •.f ti > i s> I y N ^' b j •° L N 1 0 m m b b a N N N N N N N N N N b N z M N Y N N j>> { 2 i> 2 b 2 a> 2 2 N N N � a W W- � O �. O b m m V q U ♦ W N - 4 w cam oho y .a O 22 yy 2 izAaL y �w yw c� xS0 �n�i ti0 A7 `� 2 ^n Cc ^ A Tl� 2in ~y I o yo xm r mT A� w� <O 2� O� O I I qo U O b ON OOo O O QQQ�QQQ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 = 2 2 2 2 2 2 2 2 2 2 0 ^o w � h 2 2 2 2 2 2 2 2 2 2 2 2 2 2 z a s a s a � a � a> � � a � a > a > LL AD rJ� > 000 ova 0 0 > n a � ppp z z z z z z z A n w ppp� a a b n r 2 2 2 2 2 2 2 s>>> 2 1 1 •> • 1 _ A ¥yi pp9� z Z= Z �>> z x a> z z a z i x s i s a a e u i a N Z. n, a s a i i b b b b oo 2 2 2 2 2 s 2 a 2 i 2 a 2 i 2 i � � � 2 z W _ W ^� _ t� Y N �•LR � 3 � a � 31� ap � 3� 3� v o,°o a 3 1 pp b p1 xC c UAO 'a v N i yA�e� N N • N W 2 mC 0 22 o�'n C A O =� GZiN U y U F A Ab °p �a Zytiy I 2 c�i2 FAA �2 O �W I I p U p ti m o.• A !n b b m U m m b b U b N\\\ pa q\ b\ b N N b b b N N N i i N N a s N s i 2 i 2 i : a = a 2 i 2 i 2 i • • • 2 • _ , 2 i • • • 2 b U m V b V D Y � Y P U Gf z j Z a m o N N N N V V m p U b N N b b b N N N {� F N M m • m • b • b ' m\ ' b N N • N N N\\\ U m V b \_ V \_ b ` N • N • b • b • b • N • N • N • T ♦ • ♦ N N N N N 2 a 2 s D> b N N b b b N N N 2 2�# 2 1> 2 m m m m= Y>>> 2 2 2 2 i 2 m m m 2 m 2 m 2 N N N 0 A g [2 S A O 0 O m N 2 2 r^ 2 n m n c m � n r b i n N ° A ti c o y A b g x I�-- p � o o ti +,o� 1�N. s g A o ,O�• o �n9� g o *It 1 Z• �� 2 ' � O n C y 2 ti [1y m m n Ami^ k m A�mx O o.. m O m9 �s o n ci C� m � ZI = m S o AZI Up i r FR z o 9 0 m m a D N c N o r n � m m Fj O ND m I*1 C) :C O= me S p C v� o u2 N s V 3 n m Z Z b A m � O O > o p to '�'� mn o J A v Im b M1M1� x s z >> z z z z€ 2 2 b b b b b b b 99`0 y m i�� m 0 2 2 4 s • i i n EEE q V V q m '0 lu IV N V V V m V 'O b b b b b b b b 2 y 2 n •, 2 y� 2 b N N N�,� a� b b b b b b b b b e a a b � V Wm m� -. Omm b m V vmm� Umm ♦ Wmm N v —------------------------------ • G �_____ n m;AAa ____________________ .250"o.150" MN _ n Max. P Max. ObpN Mox. PANEL LENGTH (SEE SCHEDULE, SHEET 2) Max. PANEL LENGTH (SEE SCHEDULE SHEET 2) bm mA ti m ai vmi o� ' o g An Z S p A n 2 02 A� �c m co m n � oA 00 � Zy 20 r of a� mo �y r� N2 O b m co m � A 2 2 Max. O- - a O Sb F" m 2YYF� --------- - Amp-o Imi.O Nw .�ZmotiY w v�� oN rij 2 Max. PANEL LENGTH (SEE SCHEDULE, SHEET 2) nj s 5V\ 2 m�V 15Z W y2;rY � k 4! �c=ibccY �ZONY �; --- ----------- o----------- �o--------------------- �- L --------- n--- ---- --- --- am 2�. ON Zpb O Y Ec h� 2 Y cc C 2 0 n n o O N� _ o rn u y O Y O 7 = A 0 t O <\ 004 v "' Max. r oa c iN 2 A ® 2 --------------- F �o �P ___ __-__--_______ _______________ �2 ' --- -- -- --- -- -- " o v Mox. PANEL LENGTH (SEE SCHEDULE, SEE SHEET 2) ror V�p O Y w N 2 m�22� o� s° L^ � A Mo � ------------ y yb .500" .500" N Z R A Ainm\� � 02 n A\+ -------- - �^oi C --- ------------ZNn m_ o----------------- r5OTE _.____ ______ oho -4 —max. p y c 250" np `+�+ � max. O Max. PANEL LENGTH (SEE SCHEDULE, SHEET 2) a� al o� ti O w iv � o m y oo S�i I pM nl nASw � $ a� J� -------------- --- nin to '� �0� \00 n TY �z2� _____ _____________ _-_-------------- m b� y^1 • __ ___ __ _________ r"` a _ _-_____-__-- Q J 2 �• � 2 � L" w �n � n0 noOti O Max. PANEL LENGTH (SEE SCHEDULE, SHEET 2) o >c A; 20 RO2Ati2m�`y i0�3 x i T 2 O '��A' �• I y ti� Qp� �to0i px �V O km og 2C y A --------------------- O 'ice 2 02 m n~i n�\y pz��o ovl� o o y �2\ins °:yp`a +� nry�'.inN oA�x OF uE� T m p II CA 2 pr � o a O r y m. o o mlFk ,o �r O Y y!y oSS m rn O — �"Tl z -` o `2g z ~ � g n mi e..sm O _ ym �2 A Y - o ro ' > O O 2 ,O� Max. PANEL LENGTH (SEE SCHEDULE, SHEET 2) O m � C \ z n Aim �n OA � _ Z Y im TI Q rn m m oor r _ z O= A YYYY wYY✓✓ww )r+ ••� �i O Y .'���CINIDI �: 9'ti:----------------------------------------- --- � m = . � ••9 Qj �� ��co�o�" Iz CID m n t�i ••• y �v& Max, PANEL LENGTH (SEE SCHEDULE, SHEET 2) _ �:�-••. ..••�-``• ,11E o V m m _ - - - - - - ---A� m y A i� a o o7 7, 2. 000� rn \. 1 ______ _ _______ ______ _--____-__-__-___-____ ----- Co2�a� O ioo\�--------------------to --------------------- -- Z Nn EV Ax02 r� Ov �j m 0r+2��O A�2`�m �4 -�2°� n0 V�~'N in(z g moU\m2 ymo Max. � 2 Max. PANEL LENGTH (SEE SCHEDULE, SHEET 2) o O o O r o r m l o II• � O ®W p 0 0� 3 O r1i O P A co _________ ___ O k rn ------------ - a o II` m zQD mptia �cj m2 j i Zo 0 5 o Z3 0 Como O OOk Cp p2mo°$ .25G" p n Max. x Max. PANEL LENGTH (SEE SCHEDULE, SHEET 2) 92 F 4 ti o"� Fsir N Q� Q) tiO ht y2 Im ��^;am2p yZV1N3�k o m Z U) V1 1�70 mQ)O� o>a gam;s .6R� mA m my ;oi�Aoo�oA��k poi �� o ?�ro��n� mw 1, exn :13Al ul C LnO m rrl Lo C c2 n2 D o r � o Lo n n _ � •� ace � �� = x° g € X m 0� ny m �� °A Z = o oc a � ci V 2� A c� n o 1 O P C o a j o m y v v! a n�x °ti y oo� x � ~00 Asti 2,.. UFN 92 O p t C o k y * Am V abb b r a I I I I ? ,n O 20 I a zpb�� II21,�y �10 ili A 2 c o a p" A hl r z A k a r v Cn a Q 0.500" ^ O r v J _ r x .364" ------------------ �w ` o O p O O N O _______________________________ c, A Z A C fil x' O W IV c 2 f2 Max. PANEL LENGTH m j N A —Max. PANEL LENGTH (SEE ' NOTE BELOW) (SEE SCHEDULE SHEET 2) A O 4 rm mA dry ?v rn i z a i r� 5A r ti �0 2a Ay mil v OZ O Uy , g gk Z n i m � tz AO �n 2 tm2� V SIZ O D i O Qn' m O n Ln c oo o� n = m m cZi v m cmn nl ;o m a Z A o No 2 dog' Ny O k� v ® nz0 m n D k _ n� n a > o l/l yA O Can j C a m5,�a v; T A p2 __________________ .D � z �o ay a �8� r C O d 2 O Z n N zm r c ` ii Max. PANEL LENGTH (SEE SCHEDULE SHEEP 2) � o m z m �o m i2 ti 0 �p A L6 ZME ozm .soo" moi�a y� no O Lo"� try Z Ap ti �o am _ Np Gi °c�io of Ow O8n --------------- - S 2 rU�i tit \ ---------------- --------------- n��n sgz a____ _ ________________ T O m ro�zk ^Z a OC$\ noOti 2 Lig Max. PANE( LENGTH (SEE SCHEDULE, SHEET 2) 3.000"—j :oz a s A A O O 1 a ��; Z �•., 7�� =pJ Z p M � �' in 2 _ E(Z EO 1 • � V 1 ' eSN 63 a tiZ5a ra .566" O N > H o a z ro E o� n�anti ��\ 9 O C m -------------- 4 m m r 2 0 � k• U, o , Apra;, z O � O 2 F c+ Urn 3 co D o c I :p O gm m z c� � O C A m D O li Y " m b m ~ h—i C l l z m O , D � c A zr s, „ oZ a f/1 MC' = +v i O rC V O] Q Z D Y 0 m = a r c l l 2 � O O O P N o 4 v 3 J N + A noo ��o �Aa Dzi7,x o � a ti a a a n h O i n o � p� n n a a n n n a a a a Yo Zw, R i q 2c + A O n�0 O o b A U A a « « o m T A n a a a N n a a a Z n Z a 2 a Z Z Z Z Z T G � '� w _ � o b q q V q U A W N �• � Z N W L 0 0 0 0 -� o -, -• -, z" q A POo ya n ono ya!n �mo� aAinc H og0o �L a ' q q A b q N 2 2 U N k n a n n n m Z A A = 2 A b 2 2 CF�r A° a 1 a {' W O b q V q U A W N -• w ^� ,• ^� b q U W z R n n� + + y a c mC O o T O O = W = W W W W F z n z n z a z n z n z a z a z n z z i� n D a n e a n i zi R � A p n•T + + o O A �y�^; O O �mC � O O • A N N A N D D D A A N N N N N N N N N � G � N ti O A \ \ \ \ \ \ b a a a a a a a o N r 9 d • = � z Y A 2 � 2 D� m m 2 1 2 Y 2 2 z z 2 = 2 F � b � v goAn O 2i o R m� O b �mt C b p a W q D N G b W W W m b b b lb b b b [�i C > n ➢ � ' O b z a z a z�� n a a z � z y N N N z n z n z a z n z a z a z a z s z z z z � a a n a o z i a a D a a a n a 2 2 a a a a a a a a >��� N -. w m •O m -• m a m �' m v i o a o o -. o -� o i R m pv �;