|
rENGINEERING
<br />EX + DES• A FRANK L. eENHAR00, P.E.. INC. INNOVATION
<br />4/6/2015
<br />Florida Department of Gornimmity At%rs
<br />2555 Shtmnard Oak Boulevard
<br />Tallahassee, FL 32399
<br />Regarding: Ali American Shutt= and GIaI
<br />22ga & 24ga Surrm Panels
<br />Project #152394
<br />To Whom It May Concern:
<br />Please be advised that the below -signed engirica does not have nor will acquire a
<br />financial interest in the company manufacturing or distributing the product(s) for which an.
<br />evaluation report or validation codification has been prepared, as refer+enced'above. This
<br />eutgincer is not, owned, ppered, nor controlled by the manufacturer or distributor noted above
<br />and does not have any financial interest in any other entity involved in the approval process of
<br />the above -noted producKs).
<br />�rµ,rNrlurNrw.,
<br />•�,�
<br />RespeRespectfully,,r� 1„" B;EIMO
<br />No. 46549
<br />Frank L Bennardo P.E. MNE OF
<br />Frank L. Ben t ando, P.T., Im%A{Oftl� �'0
<br />FL PE 0046549 '6
<br />Z
<br />-11
<br />Cext ofAuth #9885 N(ONA� ,,. -'
<br />160 SW 121" Aveeue 0106 DEERFIELD BEACH, FL 33442
<br />PHo NE: 954-354-6660 FAX: 954-354-0443
<br />WWW>ENOEXP.COM
<br />ENGINEERING 4/6C2015
<br />EXPRESS
<br />All American Shutters and Grass — 22ga & 24ga Galvanized Steel Storm Panels Page 2 of 2
<br />2. Minimum A *able Spans
<br />3. Mlnimwn Glass Separation
<br />4, Anchor Spacing
<br />No 33% Increase in allowable an has been used In the design of this product.
<br />Separation from glazing IS not required for installed" outside of wind zone 4 and essential Wipes.
<br />Impact Resistance:
<br />Large Impact Resistance has been damanatroled as evidenced in sty fisted test reports, and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to resist wind ioadis as Indicated in to span schedules) on the
<br />respective Product Evahraton Document (Le. engineering drawing),
<br />Installation
<br />This product shall be Installed In strict compliance with its respective Product Evaluation Doaurnent (i.e.
<br />engineering drawing), along with all components noted therein.
<br />Product components shell be of the material specified in that products respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted Bern.
<br />AI supporting host structures shell be designed to resist all superimposed bads and shy be of a maw
<br />lWO In this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a site-spedfic basis by a registered
<br />professional engineer.
<br />AN components which are permanently Installed shall be protected against corn, wroarnlnation, and
<br />other such damage at all trries.
<br />This product has NOT been designed for use Within the High Velocity Hurricane Zane (HVHZ).
<br />160 SW 121" AVENUE 4'106 DEERFIELD BEACH,, FL 33442
<br />PHoNe: 954-354-0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />r ROUN T Fvrr nor a rcrN rtyPORT NO 1S t 119 05 3
<br />Anchor 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. Shell be strictly In compliance With (general Notes No, 1, 8 thm 14, indicated
<br />an 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.), diawhig No. 15-
<br />021 prepared by *nkw i, Inc. and signed and sealed by Walter A. Tillii, Jr„ P.E.
<br />72. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined out section 162ti2 of tie Florida Building Code.
<br />7.3. Product shall only be Installed Into poured concrete, concrete blink and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A Tdlit, Jr., P.E. (Florida License
<br />No. 44107), President of TOtaco, Inc. (Florida EB-0006719).
<br />3/30n015
<br />Florida Department of Business and Professional Regulation
<br />1940 North Monroe 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 Concern
<br />Please be advised that the belowsigaed engineer' does not have nor will squire a
<br />financial interest in the company manunfacturing or distributing the product(s) for which an
<br />evaluation report or validation certification has been prepared, as referenced above, This
<br />engineer is not owned, operated, nor controlled by the marm6cou +er or distributor noted above
<br />and does not have any financial interest in any other entity involved in the approval process of
<br />the above -noted produet(s).
<br />�aN+
<br />Respectfully,O
<br />f r r
<br />E it OF
<br />monk L. Bennarda� P.E.
<br />P.E Inc. I7rsukL )Batsardo, ' 1ONAIr
<br />FL PE 0046549
<br />Cert ofAuth #9885 rim
<br />160 SW 12" AveNue #106 DEERFIELD BEACH, FL 33442
<br />PHoNe: 954-354-0660 PAX: 954-354-0443
<br />www.ElOGLxp.com
<br />P. E. �.�. EmmiN£ERING EXPRE890
<br />PRooucT EVALUATION REPORT
<br />ENGINEERING EXPREEISO EXPERT
<br />PRODUCT EVALUATION REPORT
<br />44111*016
<br />Icarian Projed Number 154M I P
<br />Prot Manufacturer Town & Country industries
<br />Manufacturer Address: 400 West McNab Rood i
<br />Fort Lauderdale, FL 33309
<br />Product Name & Description: 0.050'Alums u m Storm Parol
<br />For use Outside the HVHZ and Essential Facilities
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being rued In Wince with the requirements of the Florida
<br />Departintint of Business and Professional Regul (Florida Building Comm) Rule Chapter 64G20-
<br />&005, F.AC., for staeaWWe soosplarm per Method 1(d). The product noted above has tor; teed
<br />a ndlor evalueted as summarised herein to show eompNarfoA wits tie Florida Building Code Fifth Edison
<br />(2014) and Is, for the, purpose lttended, at Ioost equivalent to that requred by fhe Cads. Re.oratuadrn of
<br />this product shot be required following pertinent Florida Building Code mDdtieauDns or nwisiona.
<br />SUbstaftdating Data:
<br />PRODUCT EVALUATION itOCUMENTS
<br />EX drawing #15-2336 Wed MOW AkxWn an Storm Paner, shaft 1-10, prepared by Engloeirtnil
<br />EVress, signed & seated by Frank L Ben ri rdo. P.E. is an integral part of its Evaluation Report
<br />+ TI53T REPORTS
<br />Uniform wile structural perrormance ties been tesle dl In accordance with ASTM E33M beg standards
<br />per test report(s) ML 07-01190258 by Testing Evaluation Laboratories, Inc, (TEL) and #0363-080S-10
<br />by Hurricane Teti Laboratory, LLC (HnL).
<br />Large missile impact resAtairice and cyckc lidding performance have been tested in accordance With
<br />ASTM EINS•02 & El906-02 Mast standards per test repo*) ML 07.01IN268 by Taming Evaluation
<br />Laboratories, Inc. (TEL) and #0353AM6-10 by Hurricane Test Laboratory, LLC (HTL).
<br />STRUCTURAL 9 PJH29&%&A 0h0
<br />Structural engineering calculations have prepared which evaluaaN the product based on comma
<br />andfor rational analysis to qua* the following design criteft
<br />1. MaxtrouniAllowable Span
<br />2 Minimum Gnats Separation it pincers Ski Valid for
<br />3. Maxior mum Allowable
<br />�' p ` through 2
<br />4. Maximum DE111I le Siz nLsaur� V"
<br />Combtnatkxrs
<br />6. Anchor -Capacity NO ]7 203
<br />AF P.E.
<br />V91-- '`( C A. #9855
<br />160 5W 12T" AveNuE #ID6 DE L 33442
<br />PHaNE:954-354-0660 FAX: MRT0443
<br />WWW.ENGEXP.COM
<br />Td ECO INIt -
<br />i crii V-E=i-rT,7,:1TI":`I�:4-10;ILL< 2•
<br />WALTffit A. T1LLPf, JR., P.E.
<br />ra.rau n
<br />PI.salieo..xn W0rT1P
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61 G2")
<br />Evalual lon Report ff: jj&;jU4
<br />Meta:
<br />March 1% 2015
<br />Product Category:
<br />Sher
<br />Product Subcologory: Storm Panel
<br />Product Narrre:
<br />24 Gone Galvanized Steel SWO Panel
<br />llanuFactrurer Name:
<br />Global Protection Products LLG
<br />Doer Sir (Madam):
<br />This is to raridy that this Florida Professional Engineer, pedomdng this evaluation does not
<br />have nee will acquire, a Inanchal Interest in any company manufacturing or distribufing products
<br />for which the reports are being issued.
<br />This is also to cer* that this Florida Professional Engineer performing #* evaluation does not
<br />have, nor will acqura, a tkiandal Interest in any other entity involved in the approval prods of
<br />the product
<br />6355 N.W.
<br />prepared by Vftuar A Tillit, Jr., P.E. (Flarlda License No.
<br />Ire. (Florida ES-00OB718).
<br />305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fran: (305) 871-1531
<br />GINEERING
<br />3/30/2015
<br />Florida Department of Business and Proional Regulation
<br />1940 North Monroe Street
<br />Tallahassee, FL 32399
<br />Regarding: Town & Country Industries
<br />"Safety Edge" & Poiycarb Sturm, Panels
<br />Project #15-23 37
<br />To Whorn It May Concern:
<br />Please be advised that the below -signed engineer does not have nor will acquire a
<br />financial interest in the company manufacturing or disttributing, the product(s) for which an
<br />evaluation report or validation cortification has been prepared, w referenced above. This
<br />engineer is not owned, operated, nor controlied by the manufacturer or distributor noted above
<br />and does not have any finimciah interest in any either entity Involved in the approval process of
<br />theabove-noted pmdnct(s).
<br />No. 46549 .
<br />Frank I -
<br />Frank l- Beianardo, PX, Iac � •, �C�1, .� `4,��
<br />F1, PE 0046549
<br />t ert of Auth #9885 ''/ill AL��l+
<br />160 SW 121" AveNuE 0106 DeeRMLD BEACH, FL 33442
<br />PHoNe: 954-354-0660 FAX: 954.354-0443
<br />WWW.Ex4exP.COM
<br />ENGINEERING SST 4/1f2O15
<br />_ EXPRE
<br />Town & Country industries — 0.050" Atummumr Storm Panels (Non-HVHZ) Pap 2 of 2
<br />No 33% increase in allowable stress has been used in the design of this product
<br />Separation from glazing is required for use within essential facilities. An equivalency latter is provided with
<br />this evaluation report for equivalency to ASTM E 19N-09,
<br />Impact Resistance:
<br />Large Mule Impact Rsslatence has been demonstrated as evidenced in previously listed test reports,
<br />and is accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as Indicated in the span schedules) on the Product
<br />Evaluation Document (i.e. engineering drawing).
<br />Installation
<br />The product listed above shell be installed I. suet compliance with the Product Evaluation Document (La.
<br />erglnerg drawing), along with all components noted therein.
<br />The product components shall be of the material specked in the Product Evaluation Document (Le.
<br />ringineefirg drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In strict accordance with the Product Evaluation Document (i.e. engineering
<br />drawing) as noted herelh.
<br />Al supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />hied in tits products respective anchor scchedulo, lot structure cwrs bons which are not accounted for
<br />in this products respective anchor schedule shall be Wined for an a stir-specinc basis by a registered
<br />profess" engineer.
<br />All components which are permanently installed shall be protected against corrosion, contamination, and
<br />other such damage at all Imes.
<br />This product has NOT been designed for use Within the High Velocity Hurricane Zone (HVHZ).
<br />160 SW 12T" AveNuE *105 DEERFIELD BEACH, FL 33442
<br />PHONE: 954-354-0650 FAx: 954-354-0443
<br />Www.Fni rx;,-Firm
<br />I�CO IIVC.
<br />T1111" r TESTING a ENGINEERING COMPANY
<br />WALTMA. TH IA JR-. P.E. PRUDUCT EVALUATION
<br />REPORT rLrA r�n++rre raise,
<br />f9i # 15076.2 Piss. az 74. eo "
<br />Rt PORT NO.: 1';-Wi 9.04
<br />DATE: March 19, 2015
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 Gage Galvanized SI+IieI Storm Panel
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 61 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report i cad by Waiter A Tilllt, Jr., P.E.(System
<br />ID # 1906) to the Global Protection Products, LLC , Rule Chapter Nat
<br />61G20-3, Method 10 of the Florida Department of 'Business ant
<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 filth 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 Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Butid'tng Code change that may affect its )imitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />21 PRODUCT EVALUATION DOCUMENT (P,E.D.I.,
<br />Drawing No. is-uZ titled 124 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thm la of 18 prepared by Tlkeco, Inc.; signed and seated by Walter
<br />A-Tillit, Jr., P.E.; dated 03112/2015. This drawing is an Integral part of this
<br />Evaluation Report. tiw[iERr �r'r+=.,,
<br />1s % ;: { r•c OF
<br />0#HIDA
<br />e
<br />6355 N.W 36th S1rea, Suite 305, Miami, Florida 33166 - Phone: '3 - 'Fax. 30 871-1531
<br />4/23/15
<br />Florida Departmient of Business and Professional Regulation
<br />1940 Norte Man= Street
<br />Tallahassee, FL 32399
<br />Regarding- Torun & Country industries
<br />24GA Steel Sto m Panels
<br />Project #14.2031
<br />To Whom It may ouncem
<br />Please be advised that the below-sigited crigineer does not have nor will acquire a
<br />financial interest in the company manufacturing or distributing the product(s) for which an
<br />evaluation report or validation certification has been prepared, as referenced above. This
<br />engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above
<br />and doses not have anfinancial interest in other entity, involved in the approval of
<br />y any .. pAm �
<br />the above -noted rduct(s).
<br />Respectfully,
<br />,p,rtHr+•q,,.
<br />Fri L Bernardo. No. 46549
<br />;k
<br />Irrrtnlz L Besnartlo, P T , * STATE 01 w
<br />FL PE 00465.49 C0Rt0, .
<br />Corr ofAuth #9885
<br />IIONAL
<br />5W 121" AVENUE # 106 DEERFIELD BEACH, FL 33442
<br />rHoNe: 954-354-0660 FAX: 954-354-0443
<br />Ww. W. FNGEXP. Call
<br />!! .ECC lln,c.
<br />TILLR TESTING a EN GINERNM COMPANY
<br />WALT14L A. MLIT, ilk, P. E FI rhx r, x
<br />PLEA, i>u.
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61 Gi20-3)
<br />Evaluation Report P.
<br />r.: � ui'•2idl r
<br />This is to certify that this Florida Professional Engineer, performing this evaluation does not
<br />Have nor will dare, a financial interest in any company manufacturing or distributing proclrcts
<br />for which the reports are being issued.
<br />This is also to cediye that this Florida Professional Engkmer performing this evaluation does not
<br />have, nor vAH acquire, a financial Interest in any other entity invoKfed in the approval prooess of
<br />the product.
<br />Cerdificats of Indepancience prepared by Wacker A. T1A1t, Jr., P.E. (Florida Ucerwe No.
<br />441W), Prooklont of Tiftem Inc. (FkW to ES-00M719).
<br />6355 N.W. 36th Street3, Suite 305, Miami, Florida 33166 - Phone: (305) 971-1530 - Fax.: (305) 871-1531
<br />2.1 TEST REPORTS;
<br />Large missile impact load tests Were performed under SSTD 12-99 standard as
<br />per soon 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1710.5.3, per ASTM E 330. Test reports prepared by American Testing
<br />Lab of South
<br />Florida, Report # 0814.01-01 dated 03il1/02 witnessed by William R. Mehner,
<br />P.E, 6oriz Moroz, P.E. and Henry Haltom, P.E. and Report No. 0219.01-Dg,
<br />dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E.
<br />and Henry HL diem, P.E. Large missile impact and cystic loadings per Protocols
<br />TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report
<br />prepared by American "resting Lab of South Florida, Report No. 1123.01-10,
<br />dated November 23, 2010, signed and sealed by Judo E. Gonzalez, P.E.
<br />Te nale test report No. OCK198 by QC Metallurgy, Inc., dated March 13, 2009,
<br />signed and seated by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 101CM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />22..3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />Ctrs 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind bad, as Well as maximum anchor spacing vs, design Wand bad and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />suction 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 end 0ea7/13 (for this revision), signori and sealed by Walter
<br />A. Tllit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE_
<br />Large missile impact under section 1W9.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain Wind
<br />pressures. Maximum panel length shaft be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15.022.
<br />Maxdmum Anchor Spacing shall be as indicated on sheets 6, 9, 10, 11, 13 thru 16
<br />and 16 of 18. of Product Evaluation Document (P.E.D.), drawing No. 15.022.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous stonm shutter assembly, as per SSTD 12-99 Standard.
<br />vokolutsivor",
<br />STATE OF
<br />lonf0p
<br />ING
<br />3/19/2015
<br />Florida Department ofBusiness and Profvwonal Regulation
<br />1940 North Moms Stems, Tallahassee FL 32399
<br />Ring: Town & Country industries
<br />0.050" Aluminum Hinged Storm Panel
<br />15-2348
<br />To Wham It May Concern:
<br />Please be advised that the below -signed engw= does not have nor will acquire a
<br />financial interest, in the Company ma milicturing or distributing, the product(s) fbr which an
<br />evaluation report at validation Certification has been prepared. as referenced above. This
<br />engineer is not own o nor controlled the manufactu r or distributor .noted above
<br />engtn owned, operated, by
<br />and does not have any financial interest m any other entity involved in the approval process of
<br />the abom noted pmduct(s).
<br />Respectfifllly,
<br />t'
<br />* :
<br />NO.46549
<br />Frank L Beanrharricr,
<br />Frank L. Rensarda, P.E., In¢ ':
<br />#
<br />fiTA?EOF �
<br />FL PE OD46549
<br />'"tClllttlp
<br />Cert ofAuth #9885`€I`fpAL
<br />160 SW 12T" AveNue #106 Da£RPIELD BEACH, FL 33442
<br />onoNE: 954-354-0660 PAX: 954-354-0443
<br />WWWIENGEXP.COM
<br />� L ECC� rlul�.
<br />1tIt.I.fT TESTING a ENGIFMPAW DIY
<br />WALT IR A. Tn ran, ark„ PE, trice o soLcoar
<br />PLrash.t�,xr. 4,tea
<br />FLas.rcx+.ezw Omer
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 15-0319.06
<br />DATE: March 19, 2015
<br />PRODUCT CATEGORY: Shutters
<br />IPRO TSUS-CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 Gage Galvanized SteelStorm Panel
<br />MANUFACUREM Gi obal Protection Products I.L.C.
<br />4800 S.W. 51 Street
<br />Davie, Fbrida33314
<br />1. PURPOSE OF EVALUATION,
<br />This is a Product Evaluation Report issued by iNalfer A T11011, Jr., P.E. (System
<br />ID # 19M) to the Global Protection Products, LLC , Rule Chapter No.
<br />61G20-3, Mothod 1D of the Florida Dew of Business and
<br />Professional Reglilatlon.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2014 1'ifEh edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivaderit 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 charip that may affect its limitations and conditions
<br />2. EVIDENCE SUBMI 'rED:
<br />2.1 PI20DUCT EVALUATION DOCUMENT_(P.E.9
<br />Drawing No. 15-021 (rovises No. 11-213), tided "20 GAGE GALVANIZED
<br />STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titeco, Inc., sided
<br />and seated by Walter A.Tlflit, Jr., P.E.; dated 3/12/15. T, ,(j"ng is an integral
<br />part of Oils Evaluation Report.
<br />6355 N.W. 36th StreetSuite 305, Miami, Florida 33166 - Phow-
<br />(305) 871-1531
<br />Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of
<br />Product Evaluation Docurnerit (P.E.D-), drawing No.15-M
<br />7. UMEATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be stmctly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thni 4 and 1 i thru 16, indicated
<br />on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-
<br />021 prepared by Tdheco, Inc. and signed and sealed by Walter A. TMIL Jr., P.E.
<br />T2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 16202 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44164 President of Ttiteco, Inc. (Florida EB-0006719).
<br />F.
<br />E , R,T. EN[3iNEERiNCi EXPRE58e
<br />PQCaoucT EVALUATIO14 REPCrRT
<br />Product Evaluation Report
<br />QW016
<br />Application Number. i36 6.1-•Q2.
<br />EX Protect Number 1&2394
<br />Product Manufacturer: AS American Shutters and Glass
<br />ManutacturarAddr : 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Deseriptim, 22ge & 24ga Galvanized Stool. Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evalusiddn:
<br />This Proms Evaluation Report is being Issued In accordance with the requirements of the Florida
<br />Department of Businea said Professional Regulation (Florida Bulgy Co ) Rule Chapter 61 G20-
<br />1005, F.A.C., for statowide, acceptance per Method 1(d). The product noted above has been tested
<br />andtorevaluated as surrunartzed herein to stow compliance with the Florida Bung Code Fifth Edition.
<br />(2014) and Rk for the pub intanded, at least equivalent to that required by the Code. Re-evauation of
<br />this product ones be required frig peritront Florida Building Code rrodificate; or revisions.
<br />Substantiating Lute.
<br />PRODUCT EiiAt,! i1t-TION EX dmwkV 015-2394 tilted "22tis & 24ga GWMWed et Storm panels', shoots 1-9, prepared by
<br />Engineering Express, signed & sesied by Frank L. Beuuiardo, P.E. is an integral part of this Evaluation
<br />Report
<br />+ TEST�T8
<br />uniform static structural l performance has been tasted In accordance with ASTM E330-90 Est standards
<br />per test reports) #02-001. fr02,DOZ & M3.001 by Construction Testis n (CTC).
<br />Large missile Impact resistance and cyclic loading performance have been tested In accordance with
<br />$STD 12-N test standards per test repart(s) 002-Md, #02-002, #Tinos-001 by 0orisstructiOn Testing
<br />Corporation (CTC)-
<br />Metal tensile caipactty has bean deter In accordance With ASTM ES bW stte}dard per test report
<br />#0127H,n 0198K &#DO3J by Candied Terstng LabblgtOies (CTL).
<br />• $7RUMIURAL ENWEEFRING CALCULATIONS
<br />Structural engirring calculations ons habeen prepared which
<br />ch h--• �,
<br />evaluate the product based on comparative wWor rational FN$4E •<�
<br />analysis to qualify the fotiow6ng design criteria:
<br />1. Maximum Allow" Spans 4B 9 �
<br />#A
<br />160 SW 12T" AwENue *106 DeeRrrELD BEACH, FL 33442
<br />P"orir: 954-•354-6660 FAX; 954-354-0443
<br />WWW.ENGEXP.tOM
<br />2.2. TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by 1-ftrrricane Engineering &
<br />Testing , Inc., Reports # 96-569 dated 06/09/1996, #96-570 dated 091"I'l996,
<br />#96-T30 dated 0912011996, all three °signed and seated by Hector M. Medina,
<br />P.E.. Frrnestratiorr Testing Laboratory, Inch
<br />reports # 2032 dated 04/16/1998 and # 2126 dated 10/0 19138 Witnessed by
<br />Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed
<br />and seated by Edmrurdo Largaespada. P.E. and Henry Haas m, P.E.
<br />Tensile ter# report No. 9CW197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />abriad and sealed by Frank Grate, P.E.
<br />2,3, STRUGTiM ENGINEERING CALCULATi4N8'
<br />On 20 Gage Gatvardzed Steel Storm Panel for maximum panel length vs. design
<br />wfind bad, as maid
<br />anchor, spedrtg vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section lei 6 of the Florida Bullding Code. CaiculatirxLa prepared by Ttiteco, Inc.,
<br />dated 11/03/08 and 03f12/15, signed and sealed by Waiter A. Tllh, Jr., P.E.
<br />3, MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4 ND LQADS RESISTANCE-
<br />20 Gage Galvanized Steel Stone Panel has been vedW to sustain wind
<br />pressures. Mwdm um parcel length shall be as indicated on streets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No-
<br />1"21. Ma*rnnn 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 Evahration Document (P.E.D.),
<br />drawing No.15.021.
<br />5. INSTALLAT—
<br />installation shall be performed strictly in accordance with details Indicated On
<br />sheets 3 thru 7, 10 thou 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(p.E,D.), drawing No. 15421. Minimum separation to glass shall be as
<br />Indicated on shy 8, 14, 16. 25 and 26 of 26, of Product Evaklation Document
<br />(P.E.D.), drawing No.15.021.
<br />6. MATERIAL. CHARACT RISTICS AN T1 Ns.
<br />Stall be silt* in accordance with General indicated on
<br />sheet 1, 2 aril 22 of 26, of Product E ; riy0&thT.= ,, D.), drawing
<br />No.iv-(i2t. aim 4--
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