|
416f2015
<br />Florida Department ofCommunity Affairs
<br />2555 Shumard Oak Boulevard
<br />Tallahassee, Fl, 32399
<br />Regardinji; Ali Amencan, Shun= sad Glass
<br />22ga & 24p Storm Panels
<br />Prcrjectfil5-2394
<br />To Villiona It Nolay Concern:
<br />Plftm be advised that &a below-silined Engineer does not have nor will acquire a
<br />fing interest in the company manuilaaturing or distributinti; the produco) for which an
<br />Evaluation report or validation certification has been prepared, as referenced, above, This
<br />c4mcar is not owned, operated, nor controlled by the manufacturer or distribwar noted above
<br />and does not have any finaricial interest in any other emily involved in the approval poem of
<br />the above -noted producKs),
<br />�0
<br />46549
<br />lot
<br />I L. Bennardo. P.E. MTEOF
<br />40
<br />Frank L Beanardo, PA, laip- V% AZOFtV0
<br />Fl, PE 0046549
<br />Can of Auth #0895
<br />160 SW 1210 AvEnue #106 I)EeRnzvo BEACH, FL 33442
<br />PHONE. 954-354-D66D FAX: 954-354-0443
<br />www�e"Grxp.co"
<br />011111WENGINEERING 4�6/2015
<br />All American SWUM mid Glass - 229a & 24P Galvanized Steel Storm Panels Page 2 of 2
<br />2. Miniman Allowable $loans
<br />3. Minimum Glass Separation
<br />4� Arichor Spacing
<br />No 33% Increase to allowable has bow used in the design of this product
<br />Separittion from glazing is not required far Instatistions oullialcle of wind zone 4 and essential facilites,
<br />Impact Resistance:
<br />Large Impact Resishance has been demonstrater! as evidenced in previouslir listed test repartsi, and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to. ask wind bads as Indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (Le. englinearkV drawing).
<br />Installation
<br />This product shall be installed In strict complancia with Its respective Product Evaluation Document (i.e.
<br />Engineering drawing), Song with all ownponents, noted tivarein.
<br />Product components shall be of the material specified in that products respective Product Evaluation
<br />Document (1s. engineering drawift).
<br />LlmitWons & Conditions of Use.,
<br />Use of he product shall be in strict accordance with the respective Product Evaluation Document (LeL
<br />engineering drawing) as noted herein,
<br />AN supporting host shructuret; shell be designed to resist al superimposed loads and shag be of a material
<br />listed in ft producirs respective rrichor schedule, Host structure conditions which are nor accounted for
<br />in this producrs respective anchor schedule shell be designed for on a sille-spectlic basis by a registered
<br />professional engineer.
<br />AD owmarients which axe permanently installed shall be protected against corrosion, and
<br />other such damage at all times.
<br />This product ties NOT been designed for use within the High Ve" Hurricane Zone (HVHZ).
<br />160 SW 12- AvEN ur # 106 DEERFIELD BEACH, FL 33442
<br />Pmome. 954-354�0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />X&
<br />Arketior specificadorts shall be as indicated on sheets 1, 7 and 21 of 26, of
<br />Product Evaluation Document (P.E.D.), drawing No. 15421.
<br />T. ILIMIT TIQNS AND CONDITIONS OF USE:
<br />A-
<br />7.1- Shall be shictly In compliance with General Notes NM 1, 8 On 14, indicated
<br />on sheet 1 of 26, as wall as General Notes # 1 thru 4 and I I thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. IS-
<br />021 prepared by Tilteco. Inm arid signed and sealed by Walter A. 7111111, Jr., P.E.
<br />72, Product may be installed wilthin HIGH VELOCITY HURRICANE ZONES as
<br />d~ on section 1620.2 of the Florida Building Code.
<br />73. Product shall ordy be Installed into poured concrete, concrete bkmK and
<br />wood frame struchuss.
<br />Product Evaluation Report prepared by Waiter X Tillit Jr., P.E. (Florida License
<br />No. 441 On President of Tifteco, Inc., (Florida EB-0006719).
<br />31M
<br />5/3=015
<br />Flanda Department of Businm and Prodiessional Reguladon.
<br />1940 Narth Monroe Street
<br />Tallahassec� FL 32399
<br />Reguding� Town & Country Industries
<br />0.050" Alumimm.,StDttn Panels
<br />Project#15-2336
<br />To Whom It May Concern:
<br />Plew be advised that the below -signed entpricer does not have - will "trim a
<br />flarracial Lowest in the company manufacturing or distributin the product(s) for which an
<br />evaluation report or validation cartification has been prepared, as referenced above, This
<br />engineer is not owned, operat4 nor controlled by the manufacturer or distntAltict noted above
<br />and Lim not have any financial interest in any other amity involved in the approval process of
<br />the abo—itad product(s).
<br />ff
<br />o 46549
<br />S%IE OF
<br />Frank L. Bennardo, A W I
<br />Frank L Benstarid
<br />FL PE 0046549 Ipx Ine.
<br />Cert of Aulth #9985
<br />160 SW 12TH AyemvE *106 DEERFICLD BEA4R, FL 33442
<br />PHONE: 954-354-0660 FAX., 954-3S4-0443
<br />www.FNGaXP,COM
<br />..Mmmik.- EXPREBOO
<br />�� P. E. R.T.
<br />qqqplw CIOUCT EVALUATION REPORT
<br />EINIGINEERING 1EXPRESE10 EXPERT
<br />PRODUCT EVALUATION REPORT
<br />411=16
<br />Application Number PL
<br />EX Pmj9d Number 15-2336
<br />Produd Manutacturor Tom & Cot" trilluudift
<br />Manufacturer Address: 400 Wee W4ab Road
<br />Fort LaUderdalle, FIL 33309
<br />Product Name & Description: 0.060' Aluminum Storm Panel
<br />For Use Outside ft HVfV and Essential Facilities
<br />Scope of Evehieffow
<br />This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Flodda Building Commaralm) Ruts chapter 6IG20-
<br />3-ODS, FAC., for statewide acceptance per Llothod i(d). The product acted above no been tested
<br />andior evakided as summartred herein to show comilobnoe lift Me Florkle Building Code Fft Edition
<br />(2014) wA K for it* purpose, Intended, ;it least equivalent to tot mq*W by It* code, Re-avatustion of
<br />ft Product shall be required following pertinent Florida Building Code modifications or revisiops,
<br />SUbstantfaft Data,
<br />PRODUCT 9MtWW OMME
<br />EX drawing #15-23M 60W MOW Akuninurn Storm PaW, sheets 1-10, prepared by Er
<br />on=EXPI-s- slignmI & sealed by Frank L. Benruardo, P.E. Is an bytiagral partof this Evaluation
<br /># TEBT RFIN)RTR
<br />Uniform 813k structural porlontance has been tasted in accordance with ASN 030-02 beat standards
<br />per *9 rep"s) ITEL 07-011 9M by Testing EvalLmdon Labolrakxias� Inc. (TEL) and I1110363-09W-10
<br />by ftrk*m Too Laboratory, LLD (HTL),
<br />Large Missile impact resistance and Cyclic loading performance hw.* been WSW in accordance WO
<br />AWV EINSV & El 996-M test starKtards W best fspod(s) #M 07M 190268 by Testing Evaluation
<br />Laboratories, Ine (TEL) and #0353-01106-10 by Hurricane Test Laboratory, LLO (HTL).
<br />6 JML(MBU MMMUS GN&ULAMNS
<br />Structural ergineering, calculations have, bow prepared wbich evalualle the product based w comparative
<br />andict national analysis to qua* the following design aiterim,
<br />1. Mrximum Allowable Spam
<br />2. hilinimum Glass Separation
<br />3. AnftrSpacting a Seat VRW for
<br />4. Miadmum Allowable Sizap throuilh
<br />Combinations aae-11,11-l"No.
<br />5. AWWCWO* I *:
<br />7 to
<br />Z
<br />IDE
<br />0A.M85
<br />1 Q's-a-
<br />160 SW 121" AvENUE #106 D�
<br />'e'T! 33442
<br />PHONE: 954-354-0660 FAX: 4-0443
<br />www.EHGEXP�Com
<br />WALTEP, k TH= JR, PJL tiblwoCaaaLcm
<br />11LPJL]u�-N.4*Ir
<br />fLAB,LI.-M.WW,19
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule#61020-3)
<br />e.hurillonRepodilli, jjqj19.94
<br />Delta. MMh 1% 2011
<br />Product Ca*W- 3111111110011
<br />Product Sultricatirgorr. Storm EMI
<br />Product Nam: 24 §§0 Galvanized MW Atoo-0
<br />Marrufacturar Nam: Global_gaftoon Produs�&.
<br />This is to cw* that this Florida latirctessional Engineer, perfortntog this evaluation does not
<br />have nor will acquire, a Inandial itylarest in any company manufachaing or distributing Products
<br />for which the reports are being issued.
<br />This is also to M* that this Florida PrOlessional Engin- perfixaning this emkolikorl does not
<br />have, nor will acquire, a financial interest in any other entity involved in the approval W00089 Of
<br />the produa
<br />prepared by Wafter A- Tiliff, Jr, P.E. (Florida Ucwm No.
<br />kw- (Florkla EB-0000714
<br />NO.
<br />6355 N.W� 36W"K'Sufte 305, MiamL Florida 33166 - Phow: (30) 871-1530 - I= (305) 871-1-131
<br />MW
<br />3/30a015
<br />Florida Department of Busmesss and Pro*.Wonad Rcgulation
<br />1940 North Monole Street
<br />Tallahassm FL 31-199
<br />Rzgardmp, TovmA�Countryfndustries
<br />Safety Edp" & Polymb Storm Panels
<br />PTojobt#15-2337
<br />To %= It May Cowem-.
<br />Please be advised that the ticlow-aignod eapstm does not haw nor will aoquite a
<br />financial interest in the company manuflEcauring or distributing the prodaci(s) for which an
<br />evaluation report or validation certification has been pmTanod, as refcrenced above- This
<br />en&eer is not cr�im4 opetatad, not controlled by the manufacturer or distributor noted above
<br />and dow not have any financiutl interest m my other en(rly involved In th.- approval process of
<br />the above -noted prioductia)
<br />B E
<br />No. 46M
<br />Be
<br />% SWOF F
<br />Frask L. Beanardo, PF.,, Inc.
<br />ORIM A
<br />FL PE W46549 .........
<br />CertofAuth#9985 %Z'19J0N&&e
<br />160 SW 1211 Avrkije *106 DEERFIELD BCACH, FL 33442
<br />PKo?je� 954-354-0660 FAx� 954-354-0443
<br />lowENGINEERING
<br />_ EZQRQ7� - .. 41V2015
<br />Town &Cournry Industries - 0.050" -Aluminum Stmal Pawls (Noa-i-[VIi7,) Paile 2 of 2
<br />No 33% increase in adamabier stress has been used in ft design of this product
<br />Separation from glating is required for tise within essential facilities, An Equivalency letter Is provided with
<br />this evaluation report for equivalency to ASTM E 1996-09�
<br />Impact Resistance.
<br />Large Missite Impact Resistance has boeo demonstrated as evidenced in lomviousif listed testraports,
<br />and is accounted for in that engineering deW of this prcd=L
<br />KInd Load Resistance
<br />This prodoct has been designed to resist wind licads a% kx[icated In the span sobodule(s) on me Product
<br />Evaluation Document ji.e, anglorsefing drawing)
<br />Installation
<br />The proVuot listed above shall be installed in strict compliancewith the Product Evaluation Docurnant (i.e.
<br />engir-ling drawing), along with all Components noted therain,
<br />The product components shall be of the material specified in ft Product Evaluation Document (�sl
<br />engineenno drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordancewith the Product Evalustim Document (Le, anggirmering
<br />drawing) as noted herein. '
<br />All supporting host structures shall be desIgned to resist all supe0mposed Was andshall be of a niatedal
<br />laded in this products respaidNe anchor "ed0al. Most structure conditions w" are not amounted for
<br />in this product's taspadive arwhor siaheduki shall be designed for on a sga-spedfic basis by a registered
<br />engineer,
<br />All comporierlts which are pafmanent� installed shall be protected against Corrosiori, ccrItam';natkx% and
<br />other suoh damage at as times.
<br />This product has NOT been designed for use WWII ft High VelocIty Huntoane Zafie (HVHZ).
<br />1,60 SW 12"111 AveNuE *106 I)Eep�FuLa BEACH, Ft 33442
<br />P"N�: 954-354�0650 rAX� 954-354-0443
<br />www.eKI�P-XPICOM
<br />j-
<br />ECO
<br />=Ur'MSTM & UMrME$UM COWAlff
<br />WAMR,.O. TMLI3� JR, EZ PRO -DUCT EVALUA-RON 0
<br />" 150762 FL F-B, U— W ~L-
<br />REPORT NO.: 1"319.04
<br />DATE: March 19,2015
<br />PRODUCT CATEGORY' Shutters
<br />PRODUCT $US -CATEGORY: Storm Panels
<br />PRODUCT NAME- 24 Gage Galvanitzed Steel Storm Panel
<br />MANUFACTURER, Gllobal Protection Products, LLC
<br />4800 SM. 61 Skeet
<br />Davie, Florida 33314
<br />I,NRPOSEOFEV UATION:
<br />This is a Product Evaluation Report issued by Waiter A. Titfit, Jr., P.E. iSYstem
<br />ID # 1906) to the Global ProtlactIM Products, LLC , Ruts Chapter No�
<br />6IG20-3, Mefftod ID of the Florida Department of Business and
<br />Professional Rag"on,
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2014 fMh 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 Ck)de.
<br />Thiti Product Evaltuatiori Raped shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENC9 SUISMU—M.
<br />2-1.P&Q2jjCfEVALqA6TMMKDOCU NTIP.g.D
<br />Dmwing No. 15-022, tillad *24 GAGE GALVANIZED STEEL STORM PANEL,
<br />sheets I ftou 18 of 18 prepared by Tifteco, Inc.; signed and sealed by Walter
<br />A.Tillit, Jr., P.E., dated 03[12MI5. This dravIling Is an integral part of this
<br />Evaluation Report
<br />6355 N.W. 36th Strect, Smite 305, Miami� Florida 33 W - Phoac-
<br />(305) 871-1531
<br />To ON A- W U 100
<br />4-423115
<br />Florida 1),epartment of Business and Profmianal Regulation
<br />1940 North Monroe Street
<br />Tallahassee, FL 32399
<br />Rqprding-- Town& Country lndustries�
<br />24GA Steel &onn Panels
<br />Pro6ect#14-2031
<br />T
<br />I a Whorn It May Concern.
<br />plesse be advised that the belmy-signed ciagineer does Hot have nor will acqu= a
<br />firamcial Mama in, the comparry manutactorrang or distiribuling the productis) for %hich an
<br />evaluation report or validation oerfilleation has been prepared, as reRTOnced abovei Tibis
<br />engmeer is not owined, operacd, nor controlled ky the manufteturar or distrihWor noted above
<br />and does not have any finarlcial interest in an), other entity involved in the approval process of
<br />the above -noted pwduWs).
<br />Respectfully,
<br />No. 46549
<br />Pii=�ik L Bernardo,
<br />Frank L, Bennardo, PS, lV*'%
<br />STAIEU
<br />Fl, PE ON6,549
<br />Cod of Auth 99885
<br />160 SIN 12T" AVeNuE 0106 DEEMILL0 3VAcm, FL 33442
<br />PHONE. 554-354-0660 FAX� 954-354-0443
<br />www�ENGr.Xe.cok
<br />o/
<br />F 0
<br />Ti—L Ec
<br />WAI.Tla A. Ta"T, Bl, P.E
<br />441V
<br />FL Ea. lAA--y. M001.4
<br />r I �41111: K 1 11
<br />LA5--515KZ , 0 1 U-42109m,01
<br />Evaktation Report t
<br />Be%. -
<br />Product Cartagory-�
<br />Producit Subcaft9orr.
<br />Panels
<br />Produld Narince
<br />?,Q _qMe g_a1vanized Sted Stoor. Panel
<br />mainufaidurar Narrain,
<br />Global Pnollaction Products LI.C.
<br />This is to car* that this Florida Professional Engineer, pertorming this evaluation doas not
<br />have not will sl;quire. a firencial interest in any Company manufactuft or distributing Products
<br />for which the reports are being issued.
<br />This 6- also to cortily that ItHs Florida Profaissional Engineer performing this evaluation does not
<br />have, nor)vill acquire. a financial interest In any other entlity involved in the approval prooe-sss of
<br />ft pmduct
<br />Ceritificate ot independorms prepared by Walter A. Tiflk Jr, P1. (Florida License No.
<br />44167), President of Tt%s*:,, inic. (Fhxkk Eft-M6719).
<br />055 N.W. 36th fitrrat� Suite 305, Karl* Florida 33166 - Pollee. (305) 871-1530 - Faxi (305) 871 - 1531
<br />DUCT EVALI PX"RT 2
<br />2.2. 1991T ;tE OEM,
<br />L-2
<br />I" missile impad load hasts were performed underSSTD 12-99 standard as
<br />per section 1609.1,2 of the Florida Building Codff� Uniform static loads as per
<br />Seam 17110�&3, perASTME-330. Test reprints prepared by -American Testing
<br />Lab of South
<br />Florida, Report # 0814.01-01 dated 03/11J02 witnessed by William R. Vishner,
<br />P.E., Bortz Mom7, RE and Henry Hattem, P.E. and Report No. 0219�01-W�
<br />dated February 25, 2009, signed and sealed! by Edmundo Largaespada, RE,
<br />and Henry Hattem, RE Large rnissills, impact and cyclic loarlings per Protawls
<br />TAS 201 S, 203 as par section 1609.1.2 of the Florida Building Code. TeetReport
<br />prepared by American Testing Lab of South Florida, Report No. 112&01-10,
<br />dated November 23, 2010, "nod and sealed by Julio E. Gonzalez- RE
<br />Tensile test report No. 9CMA98 by QC Metallurgical, Inc,, dated March 13, 2(Xig�
<br />signed and sealed by Frank Grats, RE, as per ASTM E-8 and Tensile 'rest as
<br />per OC Metallurgical Report No. IOKM-1318, dated Dao-amber 1, 2010 signred
<br />and sealed by JotryJadofano, P.E. as par ASTM E-8.
<br />2-3. MgTURr!qm NEERING CALCU LATIONS-
<br />On 24 Gage Galvanized Steel Storm Panel for maldrnum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panal
<br />length based an rational and Comparative arralysis, and in accordance with
<br />se0on 16M of ft Florida Budrflnq Code. Calculalions prepared by Tilteorl,
<br />Inc, dated 12MBIIO and 08!27113 (for this revision), signed and sealed by Walwr
<br />A. 7`111k, Jr., RE
<br />SS-V! 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Sted Storm Panel has been verified to sustain vArd
<br />pressures, MayJmurn partial length shall be as indicated on sheets 31 9, 1U, lii�
<br />12 and 17 of 18 of Product Evaluation Docurnent (P.E.D.), dravving No, 15-022.
<br />MaAmurni Anchor Spacing shall, be as indicated on sheets 6, 9, 10, 11, 13 thou 16
<br />arid 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11"22.
<br />24 Gage Golvanized Steel Storm Panel has been verified for code compilanoe to
<br />work as a nom-�s stoffin shutter assembly, as per SSTD 12-99 Standard
<br />-A
<br />rONA L 0,
<br />E NI G I R I N G
<br />If 1200
<br />Flonda I'xinartmr-w of Busim% wId Protesainnal RAg claim
<br />I W- North Monroe Stroct� T�-flahassct FL 32399
<br />Regarding; Town & Counuy 1ndusthes
<br />0.050" A] urnisAnn Hmgell Storm P'"!
<br />15-234E
<br />To lvlkim Tt May Conc�--n
<br />Filawm be advissd thii! the belorly-,giped engijrer does Dori have mr, iwill acqWre a
<br />firrancial aderest hi th,- w-mmy manufaicaaing or distributing the product(s) for wincia an
<br />cvwuAt�crt raport or validadon Certification has been preparod� as refaetwed above, This
<br />w1gine-er is not owacd, opemApd, nor comrolled b� the mancilootwer or distributor allied above
<br />and dov; not havt any fmilocad bdotest in any otha wthy involved in the approval process of
<br />tho abovc,-Wted
<br />R-pectfilily,
<br />Y10, EM
<br />---Ap 2-Gits x,
<br />46549
<br />Frank L
<br />Fmak L. llenuslrdo� P-E., Int.Si STAr, OF
<br />FL PE W46-549 A
<br />--'sz
<br />Ceft of AtIth #98?5
<br />70NA L Vi�
<br />160 SA5 !211 AvEnue #106 DrERFrEtx, i3FAcil, FL 334A
<br />P�,Ohr: 954-354-0660 i`AX� 954-354-0443
<br />WW`w.f'N4;FXPLC3M
<br />It?-, U.-NQ. U10
<br />FL E.P. I V. W05115,
<br />ERO
<br />REPORT NO-�� W0319.05
<br />DATE- March 19, 2015
<br />PROMiCT CATEGOR e shafterr.
<br />PRODUCT SUB-CATEOOPIC Storm Panora
<br />FROMCT NAME' 20 C---Qe GaNan4od StastStami Panel
<br />M&NUFACTURER; GVusi Prote-m--tion Products Ll-C.
<br />48A* SAf. 6.1 St-W
<br />C�avla, Floride-3-1314
<br />'Rils 13 a Produ�,. E--m�uwion Rimood issued by Walter A� PUK Jr., PX. �Syslam
<br />1D # i9cA) to %4h- Giobai Preli*ctlon Products� LLC , Rule Chapter No.
<br />SIG2%,13- Method ID of ft Rorida Dopwirtliant of Business and
<br />Professional Reguialjorr.
<br />This piroduct is t*inq issued art Evaluation Report as described herein, and has
<br />been venfW to, ou,--ijaiiance in accordance milth the 2014 fft edition of the
<br />Florida Building Cod;--, and to verify that the product to for the purpose intended
<br />at least equivalent to tilat required by the code.
<br />This Product Evaluatiarl Report shall be subject to review and revision in case of
<br />a Building Code change that may affect ft limitations and conditions
<br />2. EVIDENCE SUB
<br />�M �TrEQ-.
<br />2,11� PRPPIJCT E%�ALUIATION DOCUMEEjP-j9-_Q-j:
<br />iGWne No� 1"21 (revises No. 11-213), tMed '20 GAGE GALVANIZED
<br />STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tilteco, Inc.', signed
<br />and u--aied by WafteRr A.Tillit, Jr., P.E.; dated 3112115, T � Wffi
<br />jng is an integral
<br />part of this Evaluafic-i,, Report, T ". 1.11
<br />635-11N7,W. 36th Sirce, SuiU 30:% Miami, Florida 33166 - Phme� (AINOXW"Fax. C305) Vi I - 1531
<br />129 —9A5 I
<br />Anchor sioecificnions shail be as Indicated on sheets 1, 7 and 21 of 26, of
<br />Prodoo Evaluation Do--umralnt (P-E.D.), drawing No. 1"21,
<br />7. ]LIKMATIONS ANL-CONDMONS -0FUSE
<br />7A, Shaff be stlictly In oompliance *th General Notes No. 1, a thru 14, indicated
<br />on she -at I of 26, as veil as General Notes # i thru 4 and I I thru IS, Indicated
<br />on sheet 21 of 26 of Product Evaluat*on Document (P.E.0), drawing No. Is-
<br />021 prepared by T fiteco, Inc. and signed and sealed by Walter A� 110k Jr, RE
<br />T,Z Proa--t may be installed within HJGK VELOCITY HURRICANE ZONES as
<br />deftned on section 1670.2 of the Fkxida Building Code.
<br />73. Product shall ov�y be Instafted into poured concrete, c4ncrete bfod� and
<br />wood frame structurelz.
<br />Product Evaluation Rpport prepared by Waiter A, Tiffit, Jr., P.E. (Florida License
<br />No. 44167)� lorwsidont Gf Tilteco, Inc. �Florida ER-0006719).
<br />F-14GINF-EsuNts EXPIQrseto
<br />*P.E,R,To PlODUCT EVALUATION RepolzY
<br />416=16
<br />Apolkadion Number 1=1
<br />fX PmjW Numbec 15-2304
<br />Product Manulacturer AX American: Shutters and Ohm
<br />MarwlacturerAddress: 1540 Devine Road
<br />West Palm Besch, Ft 3W9
<br />Pn%W Name& Description: 22iia&24gaGa1vamasdSswj Storm Panels
<br />Law M"Is impact Assistarot
<br />Scope of Evaluation.,
<br />This Product Evaluation Report Is being Issued in accordance with ft requiftmerft of the Fkaida
<br />Department of Business and Professional Regulation (Florda Bukllng Commission) Rule Chapter 61 G20-
<br />&005, F.kC., forstalsoildear-veptance per Method 1(d). The product noted above has been tested
<br />andloi evaluated as sumnuarized herein to showoomplioncewith the Florida Building Code RM Edition
<br />(2014) arad I% lbr Me purpose Intended, at Wast equivalent to that required by the Code. Re-evaluatiorl of
<br />this productsball be required fullming pertinent Florida Building Code mcx0ficabons or rwAsiorm
<br />Substlingating Data.-
<br />- r=Ur.TEVALUAT1QKAg_4M6M
<br />EXtim*kV#15-2394ffW'2�&24gaGWotwdS" Slorm PanW, sheets 1-9, prepared by
<br />Engloarning Express, signed & sealed by Frank L. Bernardo, RE Is an integral part of Vils Evaluation
<br />Report
<br />- IM REPORT
<br />Uniform static structural peftmanoe has been tested In accordance with ASTM E330,00 W standards
<br />per test reporos) #02-001, #02-002, & 003-001 by Construction Testing Corporation (CTC)
<br />Large masile impecit resistance and cyck loading performance have been tasted m scoordance with
<br />$STO 12-M test standards per boot neport(s) ka-001, *112-00� & *03-001 by Goostruabon Testiall,
<br />Corporation (CTC)-
<br />Metal tensile caps* has been determined in acco0dance with ASTM ES W Steridard per tag report
<br />#0127h, #0198K & W*= OV CerfifNad Tuft Laboratories (M).
<br />M3Mgj0& fiN2NC=2 CALCULATIONIS original
<br />Structural engineering calculations ham been prepared which
<br />evaluate the product based on oomparstift arwilior national
<br />w*yft to quallify the foll0winii design crftft
<br />1. MaAmum Allawatillo Spons
<br /># PE00"
<br />1
<br />160 SW 12T" AVENUE *106 DEERFIELD BeAO;, FL 33442
<br />FHowE: 954-354,0660 FAX: 954-354-0443
<br />www'ENGEMCON
<br />rgm IL" It (1), -1
<br />�j --amq*
<br />" TE§j In rider tow
<br />Large missile impact and fatigue load tests were Perfo'� ad u pro 16 TA-0
<br />201, 203 as per seetion 1620 of the Florida$ Building Code. Uniform sUft toads
<br />as per TAS 202 PtobocoL Test reports P*Pa(8d by Hurricane EnglrKWng &
<br />Testing , Inc., Reports # ro-569 dated wMig%, AW570 dated 0911811996,
<br />#96-T30 dated 09/2011N6, all threa'signod and sealed by Flector M. Wine,
<br />P.E,, Fenestration Testing Laboratory, Im
<br />reports # 2032 dated 04/16111998 and # 2126 det0d 1010511998 witnessed by
<br />Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, sWied
<br />and sealed by Edmundor Larpespada, P-E- and Henry Hattern, P.E.
<br />Tainisde test report No. 9CM-197 by QC Metallurgical, jnc�, dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />Z3. STWUCTURAIL ENGINEE C&L-CUL&T-MMI
<br />on 20 Gage Galvantz Steel Panel for ma)dmum panel length vs. design
<br />wtud toad, as well as maidmum anchor sioacing vs. design wind load and panel
<br />length based on rational and oomparathre anaiysls, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared I>y Tilteco, Inci
<br />dated i uwM and ON12/15, signed and sealed by Walter A TVIN, Jr, P.E.
<br />2, MLSSILg IMPACTRESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WI D LQMS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Ma)dmum panall length shall be as Indicated on sheets 8� 10, 14,15,
<br />16, 1% 25 and 26 of 26 of Product Evaluation Document (RED.). drawing No.
<br />is.on mwdtnum 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 Evaluation Document (P-E-D-),
<br />drawing No. 16-021.
<br />5. INST&
<br />n shall be �Twlbrmed strictly in accordance v&h details indicated on
<br />sheets 3 thru 7. 10 thru 2G, 23,24 and 26 of 26, of Product Evaluation Document
<br />�P,E-D.), drawing No. IS0211. Nninnum separation to glass shall be as
<br />indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.F-D.l, dretwing No. 11"21-
<br />��^ AL2n.4a*%**bu-A-ri0NS.
<br />6. MATE.RI& C ARAUgRI.-as ' - -' .45;w q
<br />Shall be strictly In socardame with em[Fl Italed on
<br />,)Ind1QW*~ Ind
<br />dt,*
<br />sheet 1, 2 and 22 of 26, of Product Eval D.), drawing
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