|
■
<br />4(&MI5
<br />Florida Departinart ofCanmmua*Affairs
<br />2555 Shamard Oak Boulevard
<br />Tallshossec Fl, 32399
<br />Wig: AllArmerican Shutters and Glass
<br />22ga & 24ga Storm Panels
<br />Project #15-2394
<br />To Wl itMrryConormm:
<br />Please be advised that due below signed engineer does not have nor will acquire a
<br />financial totrraest in the Company tasnuftictuling or distributing the pmduct(s) for which an.
<br />evaluation report or validation cartification has been per, as re:obovve: This.
<br />engineer is not owned, operated, nor controlled by the nuouifacturer or distributor noted above
<br />and does not have any financial interest in any Dither entity Involved in the approval process of
<br />the above-rtrttd pioduct(s),
<br />46549
<br />CC
<br />Frank L Bernardo, P.E. * gpt E OF 'r
<br />FL PE 0046549Bousards' P.E., Into, 0, 40Rta '
<br />Frank I. A
<br />sroNar�ti'
<br />Catt of Ault #9885 ._.......se
<br />160 SW 12T" Avenue # 106 DEERFIELD BEACH, FL 33442.
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />WWW.ENGaXP.COM
<br />ENGINEERING 41612015
<br />All American Shuttas and Glass -- 22ga 8& 248E Galvanized Steel Storm Panels Page 2 of 2
<br />2. Minims n Alloxrabile Spares
<br />3. Minimum Glass Separation
<br />4, Anchor Spat
<br />No 33% increase to allowable stresis has been used In the design of this product
<br />separation from glaring Is not required for Installations outside at wind zone 4 and essential faolities.
<br />impact Resistance.
<br />Large Impact Resistance has been demonaltreted as evidenced in previously listed test reports, and is
<br />accounted for In the engineering design of this product.
<br />IMfnd Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (La. engineering drawing).
<br />Installation
<br />This product shall be installed In strict compliance with Its respective Producli EvNvation Document (i.e.
<br />engineer" drawing), along with aI components noted therein.
<br />Product components shall be of the materiel specified in that product's respective Product Evaluation
<br />Document (to. engineering drawing).
<br />Limftedons & Conditions of Use:
<br />Use of this product shall be in s41c1 accordance with the respective Product Evaluation Document (I.e.
<br />angineerinng drawing) as noted herein.
<br />AD supporting host structures shall be designed to resist all superimposed leads and shall be of a material
<br />Ilated In this product's respective worboP schedule. Host structure conditions which are not Mounted for
<br />In this produces respective anchor schedule shall be designed for an a site -specific basis by a registered
<br />professional engineer.
<br />M components which are permanently installed shall be protected against Corrosion. Contamination, and
<br />other such damage at all tirraa.
<br />This product has NOT been desigried for use within the High Velocity Hurricane Zone (HVH2).
<br />160 SW 12T" AveNue $ 106 DEERFIELD BEACH, FL 33442
<br />PHowe:954-354-0660 PAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />OTT
<br />Ancloor specifications shag be as indicated on sheets 1, 7 and 21 of 26, of
<br />Product Evaluation Document (P.E.D.), drawing No.15421.
<br />7. UMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strfctly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Doc iment (P.E.D.), drawing No. 18-
<br />021 prepared by Tvileco, Inc, and signed and sealed by Walter A. Tdlit, Jr., P.E.
<br />7,2 Product may be Wiled within HIGH VELOCITY HURRICANE ZONES as
<br />d~ on section 16.2 of the Florida Building Code.
<br />7.3. Product shad only to Installed into poured concrete, concrete blade, and
<br />wDod frame structures.
<br />Product Evaluation Report prepared by Walter A. T8111, Jr., P.E. (Flrrdda License
<br />No. 44104 President of Tilow, Inc. (Florida EB-0008719).
<br />NGINEEFIING
<br />�i���" :P � A FRANK L. aWdARDO. P.E...,MC. ,w"OyeiOON
<br />M /2015
<br />Florida Department afBusiness and Professional, Regulation
<br />1940 No tth Monroe Street
<br />Tallahassee, FL 32399
<br />Regarding: Town & Country Industries
<br />0.050" Ahuminum.Storm Panels
<br />Pmjwt #15-2336
<br />115111111 11", Italy
<br />Please be advised that the below -signed engineer does not have nor will acquire a
<br />financial jintevesit in the company mating or distributing the products) for which an
<br />evaluation report or validation certification has been prepared, as iced above, This
<br />engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above
<br />and does not have any financial irate -at in any other cadity involved in the approval process of
<br />the above -noted prodaet(s).
<br />y 465549 •:
<br />,k
<br />Frank L. Bernardo, P.E.
<br />Funk L 111mmarrdF., o, P Ire.
<br />FEO$l4�
<br />�d
<br />FL PE 0046549'�iONAL
<br />+vtruwst►w
<br />Cart of Auth #9995
<br />160 SW 12T" AyeNue 0106 DEERFIELD BEACH, FL 33442
<br />Phone: 954-354-0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />P. E ■ R.T. t'J tFi�I�FeIN#3 EXPF7.a s
<br />P"r2CIOUCT E VALUATI©M REPORT
<br />ENGINEEi4ING EXPRESS* EXPERT
<br />PRODUCT EVALUATION REPORT
<br />01120116
<br />VIication Number. h' �D.I -- 5
<br />Projet Number. 1&23M
<br />Product Manufacturer Town & Country Industries
<br />Manu rAddr 400 West McNab Read
<br />Fort Laud ate, FL 3UM
<br />Product Nano & : 0.060` Alm Stomr Panel
<br />For Use Outside the WHZ and Essenrlial Facift s
<br />Scope of Evaluation,
<br />This Product Evaluation Report is being Esau in accordance with this requirements of the Florida
<br />Deparbnaint of sualness and Professional Regulation (Florida Building Commission) Ruts QWW811320-
<br />3.005, FAQ, forstallewide sooapiance, per Method 1(d). The perm noted above has been
<br />and/or wishusted as surnmattred herein to show Compliance vas the Florida Miildbg Coda Fah Edition
<br />(2014) and Is, for the purpose Intednded, at equlValerit to that required by the Conte. Reevaluallonof
<br />this product shy be ngqured fnivArl l; pertinent Florida BuIlding Coda modiiinitlons or nwrlsions.
<br />SUbstandailtlg Date.
<br />• PRODUCT EVALUATION DOCUMENTS
<br />EX +drawing #16-2 d `O.W Afraninusn Storm Paner, shy 1-10, pr vpamd by Engirmining-
<br />Express, 9WM & steed by Frank L Bennardo. P.E. Is an Integral psart rt Oft Evakastim Reptrit
<br />TEST REPORTS
<br />Uniform static atrucdsual performance fib been %$led In accordance with ASTM E330.02 test stamkdrde
<br />per teat report(s) #TEI. 07-01190268 by Testing Lahfation Laboratories, Inc. (TEL) and 10
<br />by Hurricane Test Labor>?tay, LLC (HTL).
<br />Large missile Impact resistance and cycle loading performance have been tested in accordance with
<br />ASTM E1888.02 & E19CS-02 test starderds per test reports) PTEL 07M 190168 by Testing Evaluation
<br />Laboratories, ine. (TEL) and s103 M4846-10 by Hurricane Tea Laboiatory. LLC (HTL).
<br />Structural anghnering calculations have bear, prepared which evolureet o product based dare Comparative
<br />andlar rational ariallysis to quality the following design criteria:
<br />1. Madm Rn►Allowable Spfan$ as"'«m"•;;,,+r
<br />2 FAnimum otiose Separation arer a Seat Vald for
<br />3. AnchorSpedng pphrocgh 2
<br />4. kanLnum Aiwwabb S
<br />S. Anchor sty NO. 7203
<br />k D P.E.
<br />4' �L CA. #8886
<br />160 5W 12T" AVENUE *106 DE L 33442
<br />PHose:954-354-0660 FAX: 4-4443
<br />WWWIENGRXP.COM
<br />L ECO IIII�1 .
<br />i,sTrii==liT' ��T� ��,,��i�•,���, y,�..i:,_ .i
<br />WAi.TMA. TIIda'15 0, P.H. is Pa rA,war� wen
<br />PLsaum,.eR�Prearr,P
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61 G20-3)
<br />Evah nwon Report#: 15-031 .04
<br />Dabs., March 19< 2015
<br />ProtlttctCategorr. Shut 2m
<br />Product Story: StOM EMI
<br />Product Nam: 24 Gaae esivantzed Steel S6amlt Panes
<br />mamdbob"erNmrls: Globall Prolacdon Prod*PW LLC
<br />Dear Sk (Modern):
<br />This its to Canitly, that this Florida Professional Engine, performing this evaluation does not
<br />have nor Will acquire, a financial interest In any 001rnpany ananufachuing err distributing produce
<br />for wwhioh ti're reports arc being issued.
<br />This is also to ceitti'y that this Florida professional Engineer performing thM evaluation does not
<br />have, nor will acqub- a financial Interest in any otmar` entity involved in the approval prOOM of
<br />the product.
<br />prepared by Wafter A. Tllcit, Jr., P.E. (Florida LJcanse No.
<br />Mgr Morkin E1134000719).
<br />y..............
<br />LiGty,,
<br />NO 44T�
<br />6355 N.W. 3W "Suite 305, Miami, Florida 33166. Phone.- (305) 871-1530 - Faac (305) 871-1531
<br />NG
<br />3r~AM15
<br />Florida Department ofBinoness and Professional Regulation
<br />1940 North Monroe Stud
<br />ThUabame, FL 32399
<br />Regarding:. Town c4& Country Industries
<br />Safety Edge" & Polycarb Storm Panels
<br />her4eat#15-2337
<br />To Whore It May Conan:
<br />Please be advised that the below -sited engineer does not 1m nor: will acquire a
<br />financial interest in the company manufacturing or distributing the s) for which an
<br />evaluation report or validation certification has betn prepared, as referenced above. 'liar
<br />engineer is not awned, operated, not controlled by the manufacturer or distributor noted alcove
<br />and does not have any financial interest in any other entity involved in the approval pm of
<br />the above noted prodnot(s).
<br />�Z,
<br />ND. 4"
<br />Frank i , s T OF
<br />FraakL.Bmawr4%F,E,lie. pj�•.�rtp ,.• ,
<br />FL. PE OWS49 ¢
<br />C�ert ofAuth#9885 'y'tCINA1.�
<br />160 SW 1.2T" AVENUE #106 Okelt :TeLD $EACH, FL 33442
<br />PHONE: 954-3$4.0660 PAX: 954-354.0443
<br />WWW.ENGEXP.COM
<br />ENpIEEftNt 411J2015
<br />Town ,& Country industries — 0.050" Aluminum Stoma Panels (Non-HVFIZ) Page 2 of 2
<br />No 33% increase in allowable stress has been used P the design of the product.
<br />this report for a ad f to�TM n1essential'facilities, An equivalency letter is provided with
<br />Impact Resistance,
<br />Large Mite Impact Resistance has been de rnonstrsted as evidenced in previously listed test repro,
<br />aid Is accounted for in the erigineerfwrg design of this producL
<br />Wind Load Resistance
<br />This product has been desigoed to resistwind Weds as Indicated in fna spare ule(s) on the Product
<br />Evaluation Document (IA, ongineerft drawing).
<br />Installedon
<br />The product listed above sly be installed in strict compliance with the Product Evaluation Document (le.
<br />ergineerihg drawing), along with all components noted therain.
<br />The product components shall be of the material specified in the Product Evaluation Document (La.
<br />ergtneening drawing).
<br />Limitation & Conditions of Use:
<br />Use of this product shall be in sit accordance with the Product Evaluation Document (i.e. engineering
<br />drawing) as noted herein. '
<br />AN supporting host structures shall be designed to ratl superimposed loads and shah be of a material
<br />listed in this product's resperioe anchor Whazlale. Hord structure oaa4dons which are not accounted for
<br />in this product's respectIve anchor schedule shall be designed for on a bells by a registered
<br />professional engineer.
<br />AI components which are permanently installed shall be protected against cooruslon, contamination, and
<br />other such damage at all times.
<br />This product has NOT been designed for use within the High Velocity Hurricane Zone (WHZ).
<br />160 SW 121" AveNUE *106 DEERFIELD BEACH, FL 33442
<br />PHONE: 954-354.0660 FAX: 954-354-0443
<br />W W W.CNGEXF.COM
<br />T- ..w..■.r■■RrrM
<br />11 LT ECO �n .
<br />Tilaff TEsnus a liwiiiml6fillllli CONKMW
<br />WALTM A. MUTAL,P.t3 PRODUCT )EVALUATION BEE(
<br />3 T PLYaaiomsntrnHrG
<br />FL# 15078.2 Pr sa a1m■.x,,aN&enp
<br />REPORT NO.: 15-0319.04
<br />DATE: March 19, 2016
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SU"ATEGORY: S101Mn Panels
<br />PRODUCT NAME: 24 age Galvanned SteelShifin Panel
<br />MANUFACTURER: Global Protection Products, LLC
<br />48M S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A Tlltlt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC , Rule Chapter No.
<br />61G20-3, Method 1D of the Florida Department of Bualnesa and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2014 Fitch edition of fine
<br />Florida Building Code, and to verity that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evacuatkiri Report shall be subject to review and revision In case of
<br />a Butidfrg Code charge that may afkaot its limitations and conditions
<br />2. EVIDENCE SUBM
<br />2,1. ARODUCT EVALUATct3A1 DOCUMENT (P,E D.I:
<br />Drawing No. 15-022, tided '24 GAGE GALVANIZED STEEL STORM PANEL,
<br />sheets 1 thnr 18 of 18 prepared by Tiao, Inc.; signed and 'sealed by Walter
<br />A.Tillit, Jr., P.E.; dated 03/12/2015. This drawing Is an integral part of this
<br />Evaluation ReportinER A.r�r7I _
<br />- A 1
<br />6355 N.W. 36dh Street, Saito 305, Miami, Florida 33166 - Phone:ax: (305) 871-1531
<br />4,123115
<br />Florida Lkporunent of Business and Professional Regulation
<br />1940 North Monroe Street
<br />Tallahassee, FL 32399
<br />Regarding: Town 8& Country Industries
<br />240A Steel Storm Panels
<br />Project#14-2031
<br />To Whom It May COMM
<br />Plessre be advised that the Maw -signed engineer does not have nor will acquire a
<br />financial interest in the company manufacturing or distributing the ) for which an
<br />evaluation report or validation certification has been. prepared, as r6m need above. This
<br />mgivaecr is not owned, nor controlled by the rlanu6ctura or distributor noted above
<br />and does not have any financial intrust in any other +sty involved in the approval process of
<br />the above -noted product(s).
<br />Respectfully, nyrmrrrmmme,,,,r,
<br />Freak 1 13enFdo M. 4fi549 `
<br />Frank L l3staedo, P E" tMTEOF
<br />FL PE �549 1'"'.,
<br />Cert ofAurlm#9885`'`�,tnaat'4
<br />160 SW 12TN AVENUE #106 DEERFIELD BEACH, FL 33442
<br />PHONE: 954-354-0660 FAX' 954-354-0443
<br />WWW.ENGEXP.COA
<br />nl.ur Tit3 S E1MG(111 F�NiiRAMY
<br />WALTgRA. 7ILLIT, M, Phi
<br />$tang, em�sa�rw
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61G20-3)
<br />Evaluation Report Ik
<br />!. ei... 1..= i Urii--..
<br />Lit.
<br />FIRM,
<br />, ,,
<br />This is to carlity that this Florida Professional Engineer, performing this evaluation does not
<br />have not will aogtAM a tirhancial interest In any company manufacturing or distributing products
<br />tear rwhtch The reports are being issued.
<br />This lsslso to corrtify that tithe Florida Professional En~ pxad ormhV this evaluation does not
<br />have, nor will acquire, a financial Interest In any other ear y Involved in the approval process of
<br />the
<br />Certificate of independence propmed by Waiter A. Tuft, Jr., P.E. (Florlda License, No.
<br />441W), President oiTiftacu, Inc. (Florida EB40W19).
<br />6355 N.W. 36tb Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax (305) 871-1531
<br />TEST REPORT'S:
<br />Large m[Wie impact load tests were performed under SSTD 12-09 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Sergi 1710.5.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South
<br />Florida, Report # 0814-01-01 dated 03/11102 witnessed by William R. Meitner,
<br />P.E., Boriz MDroz, P.E. and Henry Hettem, P.E. and Report No. 0219.01-09,
<br />dated February 25, 2009, `signed and sealed by Edmundo Largaespada, P.E.
<br />and Henry Halter, IP.E. Large, mpsalte impact and cyclic loadings per Protocols
<br />TAS 201 d, 203 as per section 1609.1.2 of the Florida Building Code. Test Report
<br />prepared by American Testing Lab of South Florida. Report No. 1123.01-10,
<br />dated November 23, 2D1O, signed and sealed by Juio E. Gonzalez, RE
<br />Tensile test report No. 9CIi -198 by Cr— Metallurgical, Inc.. dated March 13, 2009,
<br />and sealed by Frank Grate, P.E. as per ASTM E-8 and TileTest as
<br />per QC Metallurgical Report No. 10i I -1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jackifeno, P.E, as per ASTM E-8.
<br />&2,3. STRUCTURAL EKONEERING CALCULAMtIS:
<br />On 24 Gage t,elvanized Steel Storm Panel for maximum panel length vs design
<br />wind load, as well as maxlnurn anchor spacing vs. design wind load and panel
<br />length based on national and comparative analysis, and Ii accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tiltaco,
<br />Inc., dated 12118/10 and Oa27113 (for this revision), signed and sealed by Walter
<br />A. Tillh, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12--99 Standard and TAS 201.
<br />4. WIND LOADS S;S CE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 arid 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15-022.
<br />Maxlnrtun Anchor Spacing stall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 1S-=
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as par SSTD 12-99 Standard.
<br />hyhmtrNrrlNrrfk
<br />SLATE OF
<br />onlDi'
<br />3/19)2015
<br />Florida Department ofBusiness and Professional[ Regulationn.
<br />19440 North Monroe Sit, Tallahassee FL 32399
<br />Regarding, Town& Country Industries
<br />0.050" Aluminum Hinged Storm Panel
<br />15 234t1
<br />To W1tom It May C.onoern:
<br />Please be advised that the below -signed engineer does not have nor will as quim a
<br />financial interest in the company niamillicturin or distributing the product(s) for which an
<br />evaluation report or validation catfication has bran prepared, as refaeonced above. This
<br />engineer is not owned, operated, nor oolrorolled by the rnmtufaetttrcr or distributor rem above
<br />and does not have any finauciai interest in any other entity involved in the approval process of
<br />above -noted 1rct(s).
<br />Respectfully, or"" -%le
<br />SO20j5NO.46549nardo,
<br />?kk
<br />-
<br />eaarrtla, P 1�.,Inc.
<br />549
<br />SMEOF
<br />`dlllgf •r
<br />Cott ofAWh #9885
<br />160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />FI■
<br />� III
<br />k
<br />WALTER A. I =, dR., P, E. �
<br />PLPB�` Ei167
<br />PI. $b. trsae T1D. 010r8r4
<br />PRODUCT EVALUATION -REPORT
<br />REPORT NO.: 15-0319.05
<br />DATE: March 19,2015
<br />PRODUCT CATEGORY: Shutters.
<br />PRODUCT SUS -CATEGORY. Strum Panels
<br />PRODUCT NAME: 20 Gage Galvanized Sted5torm Panel
<br />MANUFACTURER: Global Protection Ptrducts LLC.
<br />4800 S.W. 51 Street
<br />Davie, Florfda33314
<br />I. PURPOSE OF EtIALUN-ON:
<br />This is a Product Evaluation Report issued by Walter A. TIHIt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC , Rule Chapter No.
<br />81G26-3, Method 10 of the Fiorlda Dew of Business and
<br />Profesal�nal Regttlatton.
<br />This product is being issued an Evaluation Report as described herein, ate has
<br />been varlfed for compliance In accordance with the 2D14 fifth edition of the
<br />Florida Building Code, and to veffy VIM the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code charge that may affect Its limitations and conditions
<br />2. EVIDEI+_GE SUBI ITrED:
<br />2.1, PRf3DUCT N"VALUATION DOCUMENT (P.E.D.1c
<br />Drawing No, 15-021 (revisuss No. 11-243), tithtad "20 GAGE GALVANIZED
<br />STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Ttfteco, Inc.; signed
<br />and sear! by Wafter A.Tillff, Jr., P.E.; dated 3112115.;Tp17ng is an integral
<br />part of this Evaluation Report. *;,,w � A. Ti( "
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone- (3 t &AW!')'ax: (305) 871-1531
<br />CRODVC[]EVALUATION I#E1!OD'I't'tdi 15-9319.05 3
<br />Anchor specdficabons shall be as indicated on sheets 1, 7 and 21 of 26, of
<br />Product Evaluation Document (P.E.D.), drawing No.15.021.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be stricty in Compliance with General Notes No. 1.8 thru 14, lndk:ated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 15-
<br />021 prepared by Tiiteco, Inc. and signed and sealed by Wafter A. Tidh, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product Mall only be Installed into poured cwncret% concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Wafter A- Tifiil Jr., P.E. (Florida License
<br />No. 44164 President of Them, Inc. (Florida EB-OOD6719).
<br />P■ E . . l . ENIMINEERINIS EXPRESS
<br />1 PRODunr 9:vALuArjoN RF-PrIPT
<br />Product Evaluation Report
<br />4SM6
<br />Application Number:
<br />EX Pry Number: 15,2394
<br />Product Manufacturer. AN American Shutter's and Glan
<br />MourfootiverAddrew t540 Drome Road
<br />West Parr Flew h, Ft. 33M
<br />Pry Name & Description. 22gea 24ga Galvanic SW Stomn Panels
<br />toga Missile Impact Resistant
<br />Scope of EvelLmdon.
<br />This Product Mutation Report Is being issued in 80001dance with the requirements of ft Florida
<br />DepennNart of Business sr Regulation (Florkle Sulking ) Ruts Chapter SIG20-
<br />&0 , F.A.C., for statewide acceptance per Method 1(d), The product noted above tw been tested
<br />andforavallualted as wwriartned herein to show compliance with the Florida &MN Cade Ffflh Eldah
<br />(2014) aW W. for the purpose Intended, attest equivalent to tot required by to Crude. Re-eveluatim of
<br />this productshaill be required Arlewing pertinent Fiorkit Binding Code modilicaborm or revisions.
<br />SuIl5standating Data;
<br />PRODUCTlEMALUAT tDOCUMENTS
<br />Enalneeft FJt drawrsg #'15-2�4 tlti�t' a 24ga Galwahrhfasd S-Storm Panda•. orheefe 1-8, prepared by
<br />Express, signed & sealed by Frank L. Bennaido. P.E. is an Integral part of this Evaluation
<br />Retort
<br />Uniform static structural porfonnance has been tested In 6cocardarm with ASTM E330.90 test standards
<br />per test rospan(s) OU-001, -002o & #03.001 by Construction Testing Corporation (CTC).
<br />Large nhtssite hnpact resistance and cyclic loading performance have been tested in accordance with
<br />SSTD 12-99 bagel standards per reporgs) a102-M, *M-002, & #034M by Constn n Testing
<br />Corperatiori (CTC).
<br />Metal two& rapactly has been determined in accordance with A61 M ES test per tog report
<br />127H, 198H, & #013531 by CeAN3ed Testing Labona (CTL).
<br />STRUCTIMAL ENOMEM2 CALCULATIM Original rMnat
<br />Structural engineering calculations have been prepared which pis
<br />evaluate the product based on c on pahatiVe andor � ��''
<br />arm to guallfy the following own criteria,r � ,
<br />1. Maximum Allowable Spans
<br />160 SW 127" AVENUE #106 FEeftneto BEACH, FL 33442
<br />PHoNrk: 954-354•0660 VAX: 954-354-0443
<br />W W W .EN GEXP.CON
<br />,T.2. TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed tinder Protocols TAS
<br />201, 203 as per section 1626 of the Florida Budding Code. Uniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing , Inc., Repc is # 96-569 dated 19/19996, #98-570 dated 0 /18/1996,
<br />#9&T30 dated 09/2011986, all three'sigted and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc.
<br />reports # 2032 dated O4/M6M998 and # 2126 dated 1OM1998 witnessed by
<br />Gilbert Diamond, P.E. andReport No. 0219.01-09, dated march 4, 2009, signed
<br />and sowed by EdmurdD Large spade, P.E. and Henry Hattem, P.E.
<br />T test report No.'9CM-197 by OC Metallurgical, Inc., d March 13, 2009,
<br />skjned and sealed by Frank Grate, P.E.
<br />2.3 STRUCT'tffl& IINGINEER" CALCULAnDI t
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wed as maximum anchor sparing vs. design wind iced and panel
<br />length based on rational and comparative analysis, and In a000Marm with
<br />secilicriq leis of the Fula Building Code. Calculatiions prepared by Ti teco, Inc.,
<br />dated 1110=8 and 03/12115, signed and sealed by Wafter A Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESISTANCE:
<br />Lange missile Impart under section 1626 of the Florida Building Gone, as per
<br />TAS 201 Protocol.
<br />4. "ND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has heart verified tosustain wind
<br />pressures. Maus nturn panel length shall be as Indicted on sheets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No.
<br />1S-021. Maxlnurn Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14,15,17, 18. 19, 20 25 and 26 of 26. of Product Evacuation Document (P.E.D.),
<br />drawing No.15-021.
<br />INSTALLATEIN:
<br />Installation shall be performed strictly to accordance width details Indicated 00
<br />streets 3 thru 7, 10 thru 20, 23, 24 and 26 of 20, of Product Evaluation Document
<br />(P.E.D.), drawing No. 15-021. Minimum separation to glass shall be as
<br />indicated on shows 8, 14, to, 25 and 26 of 26, of Product Evaluation DaCurnent
<br />(P.E.D.), drawing No.1&D21.
<br />Shall be sti" In :>ocxnordance wwith General r pl F ,ruts indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evag drawing
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<br />SHEET NO.
<br />SH 1.0.
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