|
WE
<br />4/6n0I5
<br />Florida Department of Commodity Affitirs
<br />2555 Shumard Oak Boulevard
<br />Tallahassee, FL 32399
<br />Regafrdirlg� All Americart Shortiers and Glass
<br />22ga & 2,4ga Storm Panels
<br />Projea#15.2394
<br />To Whom It May Concem:
<br />Please be advised that the below -signed engirleer does not have nor wHI acquire a
<br />financial interest in the company manufacrutring or distributing the product(s) for which an
<br />evaluation report or validation certification has been prepared, as refereaced-above This
<br />engineer is not owned, operated, nor controlled by the mama&cturcr or distributor noted above
<br />and does not have any finsticial interest in any other entily involved in the approval prorom of
<br />the above -noted product(s).
<br />v BE
<br />SnOt
<br />Uwe
<br />46549
<br />No.
<br />Frank L. Betmando. PE STAIE OF
<br />Frank L Bvanslrdo� P.L� Inc.- Ptogo��
<br />&
<br />FL PE 0046549
<br />Cert ofAudi 99885 ........ .
<br />160 SW 12TO AvENue #106 DEEanELD BeAcm, FL 33442
<br />PHoue� 954-354-0660 FAX: 954-354-0443
<br />Www,rNGVxP.C;Q"
<br />WIMP ENOINEERIN13.
<br />4/612015
<br />All American Shuftm and Glass — 22ga & 24ga Galvanized Steel Storm Panels Page 2 of 2
<br />2- Minimurn Allowable Spans
<br />3. Minanum Gins Separation
<br />4, Anchor Spacing
<br />No 33% Increase In allowable stness has been used in the design of this product
<br />Separation from glazing is not required for installations wWe of wind zone 4 and essential facilities.
<br />impact Resistance.
<br />Large Impact Resistance has bw demonalraliad as eviderioad in previouslio listed test reports, and is
<br />accounted for in Me engineering design of this product
<br />fflnd Load Resistance
<br />This product has been designed to, iii M wind loadsas indicated in the span scheduWs) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Insiftilation
<br />This produd shall be inalialled in strict compliance with Its respective Product Evaluation Document (i.e.
<br />enginaering drawing), Wong with ail components noted therein.
<br />Product comporienlis shall be of the material specified In that product's respective Product Evaluation
<br />Document (La. einginsering drawing).
<br />Limhations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le_
<br />engineering drawing) as noted herein.
<br />Ali supoortog host structures shall be designed to resist all superimposed leads and "I be of a mate"
<br />listed in this produafs respective anchar schedule, Host structure conditions which are not accounted for
<br />in Oft products teepee" archor schedule 9*1 be designed for on a sito-specific basis by a registered
<br />professional engineer.
<br />M components which are permanerytty Installed shall be protected agairrst corrosion, cor"mination, and
<br />other such damage at all bme&
<br />This product has NOT been designed for use within the High Veb* Hurricane, Zone (HVHZ).
<br />160 SW 121" AVENUE #106 DEERFIELD BEACH, FL 33442
<br />prioiie� 954-354-0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />Anchor Bpecifications shall be as indicated on shealis 1, 7 and 21 of 26, of
<br />Product Evaluation Document (P.E.D.), drawing No. 15421.
<br />7.1� Shall be strictly In compliance with General Notes No. 1, 8 thou 14. Indicated
<br />on sheet 1 of 26, as well as Gen" Notes # 1 thru 4 and I I thru 116, Indicated
<br />on sheet 21 of 26 of Product Evalualikin Document (P.E.O.), drawing No. 15-
<br />021 prepared by Tftw, Inc. and signed and sealed by Walter X TAM, Jr., P.E.
<br />72. product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />derfined on section 16.20.2 of the Florida Building Code.
<br />73. Product shall orgy be Installed Into poured concrete, concrete blocit, and
<br />wood frarne smuctureia-
<br />product Evalluenion Repod prepared by Walter A- Tin ft. Jr., P.E. (Florida License
<br />No� 441$7), President of Tilteco, Ino, (Florida EB-0006719).
<br />EM
<br />5130r2015
<br />Florida Department of Business and Professional Regulation
<br />1940 North Monme Street
<br />Tallahassee, FL 32399
<br />Regarding. Town & Country Industries
<br />0�050" Aluminum Storm Panels
<br />Project #15-2336
<br />To Whom It May Concem
<br />Plaise be advised that tho. below-sligited engineer does not have nor will "uire a
<br />financial interest in the company manufachoring or distributing the product(s) for which an
<br />evaluation report or validation certification. has been prepared, as referenced above, This
<br />Vallla= is not owned, opeirld4 nor controlled by the manufacturer or distributor wed above
<br />and does not have any finsrunal interest in any other entity mvolved in the approval process of
<br />the above -noted producids).
<br />Respectfully, ......
<br />4W9
<br />1%
<br />0"-
<br />Frank L. Bermardq, P. .
<br />W
<br />Frank L Remanard Inc.
<br />FL PE 0046549
<br />flow"
<br />Cert ofAuth #9885
<br />160 SW 12T" AVEmuE *106 DCERFtELD BEACH, FL 33442
<br />PtionL. 954-354-0660 rAX� 954-354-0443
<br />wwW.E%GEXP.:CoM
<br />ENIIIIHICERINQ EXPRESS410
<br />P. E, R.T.
<br />0 - 0 - U . OT EVALLIATIM4 REPORT
<br />ENSimE:E:RiNi3 EXPRESSIIii EXPERT
<br />PRODUCT IEVALUAT113N REPORT
<br />4MI2016
<br />Application Number. 1:*I_1,27��_6 1-95
<br />EX Projed Number 15-2M
<br />Product Manufarcturer Town & Cow" Industries
<br />Manuftiefiver Address, 400 West McNab Road
<br />Fon Lauderdale, FL 3M
<br />Product Name& Desicr"on: 0.0617fiduarnurriftren Panel
<br />For Use Outside the HVHZ and Essential Facilities
<br />Scope of Evaluation,
<br />This Product Evaluation Report Is being Issued in accordance with the requirements of the fricrida
<br />Dopartowit of Business and Prolessional Regulation (Florida Building Commission) Rule Chapter 61 G20-
<br />3,00, F_A�Q, W statewidis acceptance per Mathod I (d)� The product noted above no been tested
<br />andfor evaluated as summarized heavin to show compliance with the Florida Building Cc* Fft Edition
<br />(W14) arid Is, for the purpose Inhunded, at least equivitilant to than required W the Code. Re-evaluation of
<br />this product shall be Wa4fired following pertinent Flonda Building; Code modifications or revisioneL
<br />Subsbillrdaffog Datw
<br />EX drawing #I&M6 fifled T.OW Aluminum Storm Paner, sheets 1-10, prepared by Engineering
<br />Express, signed & sealed by Frank L Sennardo. RE Is an integral partof this Evaluation Report
<br />- TFST REPORTS
<br />Uniform static structural porformanoo has been teetted in records" with A$TM E33M tam standards
<br />per test report(s) #TEL 07-01190258 by Testing Evaluation Laboratories, Ino, (TEL) and #036a-OW6-1 0
<br />by Humicans TestLaboralory, LLC (ML).
<br />Large missile impact resistance arid Cyclic, loading perkirmanoe have been tastiest in soonedance with
<br />ASTM E1886-M & El 995-M test standards per test raport(a) ML 0MI 190268 by Testing Evaluation
<br />Laboratories, Inc. (TEL) end #0353-0806-10 by Hurricane Test Laboratory, LLC: (HTL). 1
<br />EN911=1102 9&991,005
<br />Structural engineering calculations haw been prepared which "us* The product based on compareffive
<br />andfor rational anallysis to qualily the thawing design Criteria.,
<br />I . Maximum Allowable Spam
<br />Z INnImum Glass Separation
<br />AnchorSpacing a Seal Valid for
<br />3,
<br />i N through
<br />4, Madmurn Allowable SizaFressu
<br />Combinabons c
<br />: No.
<br />7203
<br />RE,
<br />CA. 1119685
<br />... ....
<br />1 rim
<br />160 SW 121� AVENUE #106 Dio L 33442
<br />Pootic: 954-3S4-0660 F,,,N�4�0443
<br />www�eNGEMCOH
<br />11LIEC011 N �C�.
<br />TRIff N111'& 11111111111111111110
<br />WALTM A. T11M, N_ PR
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61 G20-3)
<br />63�
<br />Evallusiflon Report#. 11&AJ2&4
<br />Dou�. March 112,2015
<br />product Category- Sh
<br />product Subcategory: StMM Panel
<br />Product Nanw 24 gM Ginlygnind %"I J19M Panel
<br />Menufacturer Name: Global PMttogn Products,
<br />Dent Sir (Madam),
<br />This is to cw* that this Florida Professional Engineer, Performing this evaluation do" noll
<br />have nor will acquire, a financial Interest In arty company manufacturing Or distributing products
<br />for which ft* reports am being istsueld. Engineer performing this evaluation does not
<br />This is also to ceiddy that this Florida P-lessionall
<br />have, nor will acquire, a financial IrderEnst in any other entity involved In the approval PhoOm Of
<br />ft product
<br />prepared by Waltair A. THIN, Jr., RE. (Flarlde License No.
<br />Inc. (Florlds E13400WIV).
<br />Ida 33166 - Phane. (305) 871-1530 - I= (305) 871-1-531
<br />HS--el
<br />3/30/2015
<br />Florida Department ofEtusiness and Professional Regulation
<br />1940 North Monroe Sued
<br />Tallahassee, FL 32399
<br />Regarding: Town & Country Industries
<br />"Safety Edge"& Polymb Storm Panels
<br />Pr*ject#15-2337
<br />To Nftom It Mtrr Concern.
<br />Please be advised that the below-agrurd engineer dm riot have riot will acquirc a
<br />financial interea in the company manufactudng or distributing the product(s) for which an
<br />evaluation report or validation certification has been Prepared, as reforonced abovo� 'flus,
<br />engineer is not owned, operated, nor controlted by the martrullartmer or distributor noted above,
<br />and does not have any firiancial interest in any other eahly involved in the approval process of
<br />the above -noted product(s).
<br />Respectfully,
<br />Z No. 46649
<br />W
<br />W
<br />F L,
<br />I
<br />Frank L s= OF
<br />Frank L� Bennard., PJK, luru.
<br />ORAD,0-
<br />FL PE 0046549
<br />-------
<br />'SID AL
<br />CertofAuth#9895
<br />160 SW 12r' Avic"tic #106 DEEPFIELD BoAc", FL 33442
<br />ptfoNe� 954-354-0660 FAX� 954-354-0443
<br />www�ENGEXPICOM
<br />MOVENGINE9=RING
<br />= C__ 411,12015
<br />(Non-FIVIE) Page, 2 of 2
<br />Town & Country Industries — 0.05V Aluminum Stom Panels
<br />No 33% inoreass in allow" stress has been used in the design of this product
<br />Separation from glaring is required for use within essentialfacildies, An equkmlenoy letter is provided with
<br />this evaluation report for equiva" to ASTM E 1996-09.
<br />Impact Resistance:
<br />Lange Missile Impact Resistance has been demonstrated as evidenced in previou* listed test reports,
<br />and Is accounted for in the engineering design of this product
<br />KInd Load Resistance
<br />This Product has been designed to resist wind loads as indiorted In itpe soon sohadule(s) on the Product
<br />Evaluation Comment (ce, enghoeHing drawing),
<br />installation
<br />The product listed above shelf be itistalled in strict oomplance with the Product Evalluation Document (i e.
<br />engineering drawing), along with all components noted therein.
<br />The product components shah be of the material specified in the Product Evaluation Document (Le.
<br />angineering drawing)�
<br />Limitations & Candfdons of Use:
<br />Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engkmering
<br />drawing) as noted hereh,
<br />AN supporting host structures shall be designed to resist ail supefirriposed loads and shall be of a material
<br />listed in this, products respeotive anchor schedule, Host structure Conditions which are not accounted for
<br />in his producrs respective anchor schedule shall be designed for on a Eaa-sperific basis by a registered
<br />profiissional engineer.
<br />All components which are peortarremlir installed shall be protected against corrosion, contamination. and
<br />other such damage at at times -
<br />This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ).
<br />160 SW 121M AvENur 106 DEERFIELD BEACH, f L 33442
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />WWW.LNGEX;I�COM
<br />000.
<br />I I L I ECO INC\-
<br />nUff TEISTW di ENWREERM COhNWN
<br />WALTIM A. TH11T. JR, PM moriiijcT Ev&LUATION REP
<br />QRT
<br />Ft# 15076-2 FLMR U.—.N.0WM-
<br />REPORT NO.: 15-0319,04
<br />DATE: March 19,2015
<br />PRODUCT CATEGORY: Shutlim
<br />PRODUCT $US CATEGORY; Storm Panels
<br />PRODUCT NAME: 24 Gage Galvanized SW $turn Panel
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 &W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVAL�LA-TIOW ad by Walter A. THIH. Jr., RE (System
<br />This is a Product Evaluation Report issu
<br />ID # 1906) to the Global Protection Products, LLC , Rule Chapter No.
<br />6IG2o-3, Moo" 10 of the Florida Deparlinnent of Susine" and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described hierein, and has
<br />been veriffitaii for compliance in accordance with ft 2Q�14 Ofth edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the "a.
<br />This Product Evaltiatkiri Report shall be subject to review and revision 'in case Of
<br />a Butichrig Code change that may ~ its I limitations and conditions
<br />2. EVIDENCE SLIE1MLTLE_Q:
<br />2.1. PRODUCT EVALVAIM DOCUMENT IP.LD&
<br />Drawing No. 15-02Z d#W '24 GAGE GALVANIZED STEEL STORM PANEL�,
<br />sheets I thru 18 of 18 prepared by Tiftleco. Inc.; signed and seated. by Walter
<br />A.Tillft, Jr., P.E.; dated 03112/2015. Ttft drawing Is an integral W of this;
<br />Evaluation Repod. � 00101110111414"1
<br />0
<br />6355 N.W. 36th Sheer, Suite 3055� Mifmri� Florida 33166 - P ax- (305) 871-1531
<br />MW
<br />4123115
<br />Florida Departatent ofBusiness and Profirssio-nal Regulation
<br />1940 North Morroe, Street
<br />Tallahmoe, FL 32,199
<br />Regarding: Town & Country Industries
<br />240A Steel Stom Panels
<br />Project #14-2011
<br />To Whom It May Coneeria:
<br />Please be advised that the below-sitilaed, engineer does not have nor will amunre a
<br />financial interest in the company manufacturing or distributing this product(s) for which an
<br />evaluation report or vandanon certification has been prepared, as referenced above. This
<br />caginceir is notowned, oporsted, noi Controlled by the numutfitetater or distributor noted abf)ve
<br />and does not have any financial interest in any other entity involvocl in the approval process of
<br />the above -tarred product(s).
<br />Respectfially, _..k4v04fq4.
<br />BEN
<br />%
<br />"00
<br />�L N0.46549
<br />Frank L
<br />1k
<br />Frank 1- Beammardo, PX, WTE Of
<br />1%
<br />- _ 4q
<br />FL PE 0046549
<br />Cert ofAuth 49985
<br />tL60 SW 12T" AVENUE 0106 DEeaFieto BEActi. FL 3344Z
<br />PHoNE. 954-354-0660 FAx: gS4-354-0443
<br />WAETPRX THJJT, AL, RE,
<br />FL&e;_, �__Ouwjs
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 6IG20-3)
<br />Evaluation Report
<br />Daft:
<br />M a ro b -19-2-0. 1.
<br />Product Catiagm.
<br />thAnkam �iblitftm
<br />Product suboategoirr.
<br />Storm Pariol
<br />Product Name:
<br />20 Gage, Galvanized WeAl-ftim-Panel
<br />Manufacturer Namw
<br />Global Projection Products LLC.
<br />This is to cardry that this Florida Profewicrial Engirreper, performing this evaluation does not
<br />have not will acquire, a financial interest In any Company manufacturing or distritruting products
<br />for which the reports are being issued.
<br />This Is also to certify that this Florida Prokmional Enginoer performing this evaluation does not
<br />have, nor will acquire, a financial interest In arty oftr entity involved in the approval process of
<br />the product
<br />CerdficaW of Independence prepared by Wafter A. Tight, Jr, P.E. (Florida Licemse, No.
<br />44167), President: Of 7111toco, Ine- (Florida ES-IM6719).
<br />kv .4 , �� �
<br />0 ..........
<br />'7
<br />Lice/,
<br />"e;�
<br />6355 N.W. 36th Strect, Suite 305, lvfiam� Florida 33166 - Phwe; (305) 971-1530 - Facc (305) 871-1531
<br />2
<br />?.Z TEST REPORTS; -
<br />La" missile impact load basis were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Unnforrin static loads as per
<br />Section 1710,53, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South R. Metiner,
<br />Florida, Report # 0814.01-oM dated 03111/02 witnessed by William
<br />RE, Benz Moroz, RE and Henry Hattern, P.E. and Report No� 02%01-09,
<br />dated February 25, 2009, signed and sealed by Edroundo, Largaespaida, P.E.
<br />and Henry Hattem, RE Large missile Impact and cyclic loadings per Protocols
<br />TAS 201 & 203 as per section 1609A 2 of the Florida Building Code. Test Reperd
<br />prepared by Arnerican Testing Lab of South Florida, Report No� 1123.01-105
<br />dated November 23, 2010, signed and sealed by Julio E, Gonzalez. P.E.
<br />Tensile test report No. 9M198 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P-E, as per ASTM E-S and Tensile'rest as
<br />per OC Metallurgical Report No. IDKM-1318, dated! December 1, 2010 signed
<br />and sealed by Jeffy Jaclafano, P.E. as per ASTM E-8.
<br />11. SIRUCTURAL etLC?INEERING CALCU1=&1Qht.
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />vvind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on national and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tgtaco,
<br />Inc., dated 12118/10 and 0&27113 (for this revision), signed and sealed by Walter
<br />A� Tilift, Jr., P.E.
<br />3, MISSILE IMPACT'RESISTANC
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 112-99 Standard and TAB 201.
<br />4. VWND 1,0AQS,ftSl§TAN1QE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximunin panel lertip shafl be as indicated on sheets % 9, 10, 11,
<br />12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 15-022-
<br />Maximurn Artahor Spacing shall be as indicated on sheets 5, 9, 10� 11, 13 thru 16
<br />and IS of 18, of Product Evaluation Document (RE.D.), drawing No. 15-M.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a ourr-purous shomn shutter assembly, as per §�ID 12-99 Standard-
<br />3/1942015
<br />Florida Departnora ofl3usmess and Professional Regulation
<br />1440 North Mourne Street, Talkhas= Fl, 32399
<br />Reganfing� Town & Country Industries
<br />OR50' Aluminturn Hinged Storm Panel
<br />15-2348
<br />To Whom It May Concern:
<br />Please be advmd that the below-siped engineer does not have nor will acquire a
<br />financild interest in rim company manufacturing or dtstnbuting the producti(s) for which an
<br />evaluation report or validation ceirtification has here prepared, as referenced atove. This
<br />atginter is not ovmird, operated, nor controlled by the manufachm or distributor noted above
<br />and does not have any financial interest in any offiff entity involved in the approval process of
<br />the above-mited proriusaii(s).
<br />Respoctflully� 1114"Wo".4
<br />AIR 11 �1111,
<br />APR 20 2015
<br />F LBe NO-46549
<br />mamdc�
<br />Frank L
<br />Fraak L Bermards, P.E., Inw-5- 9DITOF
<br />lk 0, -� A� . Cc
<br />FL PE 0046549
<br />ORIOTN
<br />Ceft of Auth 09885 ,� * � - - " \"`
<br />;0 aN%V;_,
<br />160 SW 12T" AVENUE #106 Demnew BE*CH, FL 33442
<br />piio"E: 954-�54-0660 rAX; 954-354-0443
<br />WWW.ENGEXf.cQM
<br />11LIEC
<br />!Of, r4 C �,
<br />Tit= TiEsTwie a EmigHwEimm coomm
<br />WA= A� n=, Jit� PF_
<br />FLLEPJ*�rwoffl"
<br />PRODUCT EVALUATION- REPQ
<br />RT
<br />REPORT NO.:
<br />DATE: Wrch 19, 2DIS
<br />PRODILICTCATMORY shuflem
<br />PRODUCT SUS�CATEGORY; Storm Partels
<br />PRODUCT NAME! 20 Gage Galvanized Sleeninorm Panel
<br />MANUFACTURER-� Global Protection Products LLC
<br />48M S0, 61 Steet
<br />Davie, Florida=14
<br />1. PURPOSE OF QLA"
<br />Hit Jr., P.E. (System
<br />This is a product Evaluation Report issued by Waltar A. T1
<br />ID # 19W) to the Global Protection Products, LLC , Rule Chapter No.
<br />61G20-3, Metithod 10 of the Florida Departimient of Business and
<br />Professional Regolatton.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2014 fft edition of the
<br />Florida BuildkV Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Praduct Evailuation Report shall be subject to review and revision in case of
<br />a Building Code chaings that may affect its limitations and conditions
<br />2- 15VIDDL0. §jIBUMD'
<br />2-1. ERQQU�T PALUATION Pq
<br />_qUMENT(P.F
<br />Drawing No. 15-021 (revises No. 11-243). tided '20 GAGE GALVANIZED
<br />STEEL STORM PANEL', sheets I thru 26 of 26 prepared by Tiftecov, Inc.; signed
<br />and seated by Waiter A.Tifilt, Jr., RE.- dated 3/1
<br />rt of this Evaluation Report.
<br />Pa Ire
<br />E
<br />6355 -N�W 36ffi Strecfl� Suite- 305, Miani4 Florida 33166 - Phow: (iftAXW6-)P= (305) 871-1531
<br />3
<br />Anchor specifications shall be as indicated on sheets 1, 7 arid 21 of 26, of
<br />Product Evaluation Document (P.E.D.), drawing No. 15-021.
<br />F-1 4
<br />7
<br />-1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,
<br />on sheet I of 26, as wall as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on shoe 21 of 26 of product Evaluation Document (P.E.D.), drawing No. 15-
<br />021 prepared by Tilleco, Inc. and signed and sealed by Walter X Tillit Jr., P.E.
<br />TZ Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />doifirued on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall Only bG hstMW Into Poured concrete, concrete block arid
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No� 44167), President of Tifteca. Inic. (Florida ER-OD06719).
<br />P. E, R,T, EN-GINfEcRING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />Product Evaluation Report
<br />Application Number Iam
<br />EX Project Number W2394
<br />Product Manultaftrer: An American Shufters aid Glen
<br />MantAtclurerAdIraw. 1540 Donna Road
<br />Werst Palm Beach, Ft. 3�Wlii
<br />ProductNernis&Descroorr 22ga&24g#Ga1vanmedS;WSIomiPar*1s
<br />Large Missile Impact Resistanit
<br />Scope of EV816860W
<br />This Product Evaluation Report is being issued In accordance with the recluframents; of the Florida
<br />Department of Busmses W ProftsiNonall Regulation (Florida au" Commission) Rate chapter 61 G20-
<br />&006, FAC,, for shidswide acceptance per Method 1(d)� The, product noted abow has been tested
<br />as summarized herein to show Compliance, with ft Florida Bakfing Code Fdth Edam
<br />(2014) and Is, for the purpose intended, at least equivalent to that required by the Codc Re-evaluation of
<br />this pro" shad be required following pertinent Florida Building Code modiftcalions or revisions.
<br />Substa"adnig Date:
<br />f=UCT EVA"TI9K QMM
<br />EXdmvQ#15-2394Vded-22ga&24gif Galvanized3" Storm PamW, sheets 1-9, prepared by
<br />Engineering Exprese, aligned & sealed by Frank L� Bermardo, P,E. is an Integral pan of this Evaluation
<br />Report
<br />INST
<br />Uniform static structural performance has bow tested In accordance with ASTM E330-W test standards
<br />par test repoll(s) #D2.001, #=-WZ & #03,001 by Construction Testing Corporation (CTC),
<br />Large missile Impact resistance and cyoft loading performance have been tested In accomarme With
<br />$STD, 12-90 led standards per tart repords) #M-DDI, #1240Z & 00-001 by Constumoo Teating
<br />Corporation (CTC)-
<br />Metal tensile capacity has been determined In accordance wRhASTM ES last standard per test report
<br />#01 27H, 40198H, & #00= by Certified Tesft Laboratories (CTL).
<br />STRUMSAL BNGINWMG CALCULATIM Original Entil
<br />lilwataral engineering calOuislions haw Pao"
<br />0
<br />evaluate the product based on M=
<br />anairsis to quaft the flottowaig design aftrific -,AFA 7
<br />I. MaArmim Allowabrie Spars
<br />#PE0046M
<br />160 SW 121" AVENUE # 106 DaeantLil REACH, FL 33442
<br />P"out: 954-354-0660 FAX: 954-354-0443
<br />wWW.ENGExP.co" -
<br />2.2.RHREPOM§:
<br />ind fatigue load tests were Performed under Protocols TAB
<br />Large missile impact 8, the Florida Building Code. LW*m static load$
<br />201, 203 as per section 1626 of
<br />as per TAS 202 protocol. Test reports prepared by Hurricane Engineering &
<br />Testing , Inc., Reports # 96_5qi9 dated OWM19%, 096-570 dated 091118119M.
<br />#WT30 dated 00=19M all thl'613'sIgned and sealed by Hector M. Medina.
<br />P.E., Fenestratiort Testing LaWratQrY� 1110- 26 dated 101MIgN witnessed by
<br />reports # 2032 dated 04/16f1998 and # 21
<br />ig.ol-09, dated march 4, 2DO9. signed
<br />Gnbert Diamond, P.E. and Report NO. 02
<br />and sealed by Edmundo Largaesi;isda� P.E. and Henry Hattean� P-E.
<br />Tensile test report No. QCM-197 by QC Metallurgical, Inc., dated March M 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2A. MY ENGI EE IN C !AMIk
<br />on 20 Gage Galvanized Steel Storm parfal tor mallamurn panel length vs. design
<br />Jesign wind load and Panel
<br />wind load, as weA as maAmurn anchor spacing vs- 1
<br />and oompamadve analysile, and In accordan,09 wM
<br />length based on national , Inc.,
<br />section 1616 of dw Florida Building Code� Calculations prepared by Tilleco
<br />dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MI§sILgiME%�T RESISTANCE,,
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 PtC4001011.
<br />'E:
<br />4. MUND LOADS _Rg%qTM0,
<br />20 Gage Galvanized Steel Storm Pand has been verified to sustann wind
<br />pressures, Maodmurn panall length shall be as Indicated on sheets 8, 10, 114,115,
<br />16, 19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.), dravAnig Nm
<br />JS*21. Maximum Anchor Spacing shall be as Indicated on sheeft 8. 9, 10, 11,
<br />ment (P.E.D.),
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Docu
<br />drawing MO. 1"211.
<br />5. INMA—LLATION: wetty in accordance with details indicated On
<br />Installation shall be Performed of 26, of product Evaluabon Document
<br />sheets 3 thru 7, 10 thru 20, 23�� 24 arid 28
<br />shall be as
<br />(P.E.D.), drawing No, 1"21. Minimum Separation to 91EWS
<br />indicated on sbileaft 8, 14, 16, 25 and 26 of 26, Of Product Evaluation DOCtuntunt
<br />A14Q
<br />AM.P116L CHAMC_TF_RtMS S.
<br />6. MATER
<br />46419 0 indicatied on
<br />Shall be sWcOy In accordance with General nl j(01-D.), drawing
<br />Of Irk-
<br />1, 2 and 22 of 26,
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