|
t.
<br />NG
<br />4/6/2015
<br />Florida Deepartment of Coormnmity
<br />2555 Slmawad Oak Boulevard
<br />Tallahassee, FL 32399
<br />Regatdithg: All American Ste dtees and Glen
<br />22p & 24grh Stain Path
<br />Project #15-2394
<br />To Whom i1 hire concem.
<br />Plesse be advised that tha below -signed mgiueeer does not have nor will accluise a
<br />financial flrterEet in the 00040T inscrullacturing or didributiog the pEndact(s) for which an
<br />evaluation reporter validation oa Wicetion has balm prepared, as refasetnDad'above. This
<br />engineer is not owned, operated, nor oonttolled by the manufaturer or distributor noted show
<br />and does not Issue any fiosocial intereest in any other andty Involved in the approval process of
<br />the abcnro-acted producl(s).
<br />NG
<br />F1kin?r: �3F;
<br />Florida Department of Business and Profesitionsl Regulation
<br />1940 North Monroe Street
<br />Tallahassee, FL 32399
<br />Regarding: Town & Country Industries
<br />0.050" Aluminum Storm Petrels
<br />Project #15-2336
<br />To Whom It May Canoorn
<br />Please be advised dart the below -signed engineer does not have nor will acquire a
<br />financial interest is the compnrny manuilecturing or distriixtdng the product(s) for which an
<br />evaluation report or validation cettifiadion has been prepared, as triaatced above:. This
<br />engineer is not owned, operated, not controlled by the manu6acaoer or distributor noted above
<br />and does not have any &asocial inlefest m any other entity imrolved in the approval process of
<br />the above>mted product(s).
<br />RespacdW,Respectfully, %
<br />NO• 46549 ? * * lifiul*E OF
<br />q
<br />Frady L. Bmnado. P.B. .p' SWE OF Frank L. Bennado, P.& '%Q•j,' • �Oit1Dt:•'
<br />1Finak L Beeeardo, P.&, Lac.9p � FraA IL. Bennardo, PJ8 , Inc. F '` 0
<br />FL PE OD46549 ,�RORtO ,� FL PE 0046549 ONAL��
<br />CatdAWh#9885 '' ONALti CertofAsdh#9995
<br />160 SW 12T" AvexuE #206 Daintnew BEACH, FL 33442
<br />PHONE:954-354-0660 FAX: 954-354-0443
<br />WWW.fmGgxt.com
<br />160 SW 12T" AVENUE *106 DEERFIELD BEACH, FL 33442
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />ING
<br />3/3012015
<br />Florida Departme d of Business and Professional Regulation
<br />1940 North Monroe Street
<br />Tallahassee, FL 32399
<br />Regarding: Town & Country Industries
<br />"Safety Edge" & Po4=b Storm Parcels
<br />Project 015-2337
<br />To Wham It May Concern:
<br />Please be advised that the below sigrad ongirnew does not have nor will acquire a
<br />financial irate rear 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 />ongincerr is not owned, operated, nor controlled by the manufachm or distributor noted above
<br />and does not have any financial interest in any other entity involved in the approval process of
<br />the abovve aDite i product(s).
<br />Respactutly,
<br />:yVsDo
<br />e T RP! : No. 46549
<br />Frank L * ' 1k r
<br />Frank L Beemarde, PJ? , Inc. '• Ft01itt1P ;; '
<br />Ce PE 0046549 p�'
<br />Cart of Aurdh air9885 F�
<br />160 SW 121" AvrNue 0106 DEeRFULD BEACH, FL 33442
<br />PHONE: 954-354-0660 FAX: 954-354.0443
<br />WWW.ENGEXP.COM
<br />ENGINEERING
<br />Exvta�ss� 4/6a01s
<br />22gs !P Page I
<br />All Ammitxn Shlmeas and Glass — & 24 Galvanized Steel Storm Panels 2 Of 2
<br />i
<br />p E. R T ENOINICERINO EXPRESS*
<br />• • ■ ■ PRODUCT EVALUATION REPORT
<br />i
<br />EN(BINEERING
<br />EXPRE�^S . 4nlzals
<br />Town & Country hrdrasoies — 0.050" Aitunisunh Swum Panels (Non-HVH7.) Page 2 of 2
<br />2. Mi nbu n Movable Spans
<br />E NOI NEERI NO EXPREEDO EXPERT
<br />3. Mnimurn Giant Sopeallon
<br />No 33% morose In allowable stress has been used in the design of this product
<br />4• Anchor Spacing
<br />PRODUCT EVALUATION REPORT
<br />Separation hvm glazing is requked for use *thin essential ladlitks. An equivalency Latter is proviled with
<br />this evahation report for equivalency to ASTM E 199649.
<br />4f1/2016
<br />r
<br />No 33% Increase in allowable stew has been used in the design of this product
<br />Application Numbs Ft 128 s b .1- R5
<br />impact Resistance:
<br />saperaton ham glazing is not reputed for Installations onside of writ zone 4 and somata tae>Mtw
<br />WftjactNumber. 1G- 2�
<br />Large, Missile impact Rohtistehnax has bests sMtcrosrated as evklsnced in previously listed tut reports,
<br />Product Manufacturer Town & Country kdlaaiw
<br />and is amounted for in the Engineering d•a;9n of this product.
<br />impact Resiablice.
<br />MenubOrrer Address: 400 West McNsb Road
<br />Fort lauderdals, FL 33309 l
<br />LoW I npsd Resistance has been demonsbskd as evidenced in previously listed lost reports, and is E
<br />;
<br />Wind Load Resistance
<br />accounted for in the ogres" dwtgin of this product I
<br />Product Nana & Dseapton: 0.060' Altownum Sturm Panel i
<br />For Use Ouleide the FIVPtZ and Essenhtal Factiliu
<br />This product has been designed to resist wind loadti as ihdicoted in the span schedule(s) on the Product
<br />Evaival3on Downwit (i.e. engi oertrng draining) -
<br />Wind toad Resistance
<br />Scope of Evatuatlon:
<br />This product has been dashed to resist wind bads sal in the spun schedule(s) on she f
<br />respective Product Evararon Documa t (Is. angineerrg drawing). I
<br />This Product Evelluallim Report is bekg fasted in aocardanoe with the requirerrma of the Florida i
<br />Jnst�Jaftoll
<br />Department of Busmen and Professional Regulator[ (Fbrids lBulding Commission) Rule Mispter e1W0••
<br />The product listed above spat be installed in strict compliance with the Product Evaluation Document (Lei
<br />f
<br />1006, FAC., for stdowide adoeptana par A49# d 1(d). The product noted above has been teased i
<br />engineering drawing), along wit all components stated therarh.
<br />ini>bl/iat%On Ile
<br />a dfor wAAated as summotlwd hueri to show compliance with tie Florida Bulding Code Fore Editon
<br />(2014) and Is, for IM purpose rnNbW, at beat egttivaknt to that re**sd by the Code, R94v&%W on of I
<br />The product components shall be of the material specified in the Product Evaluation Document (tie.
<br />This prc" shall be Instated in strict compliance with its respective Product EvaluaMm Document (i.e.
<br />Oft product shM be request foburg pertinent Fbaids autdrg tads modifications or rovistans.
<br />engineering d m9)
<br />engine" drewk L sb%wilt ad components noted # arn,
<br />Product oompaonts"be of the rahwW 1;1 And in tat product's respective Product Eval atom I
<br />Substandat ft Data:
<br />Limitations & Conditlons of Use:
<br />DocurrorM (Le. engineering d 9)
<br />i
<br />Use of this product stet be In strict ecoordarnce with the Product Evaluation Document (Le- erginesting
<br />EX drow1n0l1n& 36 t 1W'0.060' AArorn M Siam Parer ,sheets 1-10, precast by Elhgbhe}rrg
<br />ding) ere noted herein.
<br />Liallh Bees & Condllyons of Lisa.
<br />Bpm sWood & sealed by Freak L Barnado. P.E isan kMspal part of airs Evakmftn RephM
<br />AN supporting that structures shelf be designed to resist all superimposed bads and steed be of a material
<br />prpdin this a respective wow schedule. Host structure oanditiona re which anot accounted for
<br />Use accordawswith the respective Product Evaluation Orcument (Le.
<br />M be In shrot
<br />•
<br />mrespective ancchor schedule shall be designed for on a site-specf6c basis by a registered
<br />�g dnruct
<br />rigiproducts
<br />e meted maser i
<br />Li nlli rm static structural!s INS been le" in accordance with ASTM E330-02 seat standards �
<br />Professional! enginser'
<br />N suopportra0 hod structures eMl be designed to resist al wprNirposed bads end shM be of a mNedal
<br />per teat report(t) VEL 07-01190250 by Teatnp e4akatlon l aborsbrlow Me. (TEL) and #0363-OW10
<br />Ail components whichare pemhanerhty installed shall be protected against corrosion, contamination.End
<br />listed b this products respective anchor sc hadub. Float structure mWitons which are not accountedHurricane ufor
<br />by rica a Teat Laboratory, LLC (H74
<br />other such damage at sit times.
<br />In thisp►odud's respedMe s icla schedule sthal be designed for an a sh&4peclb basis by a aglai n i
<br />proiessiond ongraer.
<br />Large missla i mpact WE - l and c yck belt pabrm m Mere been healed im seoerde m vrftn
<br />This product has NOT been designed for eras within the High Velocity Hurricane Zone (HVHZ).
<br />M components which are penrarhentty irstalled athal be protected ager+st txcrosior►, etxhlerMrnetlon and
<br />h
<br />con ents which
<br />ASTM E168b02 6 El OW-02 lest standards per hat repo rt(s) #TEL W-M ISM58 by Testing Evaluation f
<br />UtionderNw. Inc, MM) and #01153400640 by Htadoens Test Labo story, LLC (HTL).
<br />Other al limes.
<br />This product has NOT been designed for use within the High Vslodgy Hurricane Zone (HVHZ)•
<br />srnoraal engineering alaietlons have boas papered which evaluate the product based on comparative
<br />andilor rational o alysis to qualify Ito kd wig design ofteria:..��"..
<br />1. Medm rn Alowable Spas•
<br />2 Mrdmrm alms Separation = s Seal Veld for
<br />Anchor Spacing if h 2
<br />4. Maximum Aluwabts
<br />Combkwdm
<br />b. ArcicrCarpoctq! * • 7 lea
<br />• I
<br />CA SM t
<br />'
<br />160 SW 12T" AVENUE #106 DeERFULO BEACH, FL 33442
<br />`'
<br />160 SW 12T" AvENvE # 106 DEERFIELD BEACH, FL 33442
<br />PHoue:954-354-0660 FAX: 954-354-0443
<br />160 SW 12T" Avenue #106 DE L33442
<br />PHONE: 954-354-0660 FAX:954-354-0443
<br />WWW.ENGEXP.COM -
<br />r"oue: 954-354-0660 FAX: 4-0443
<br />WWW.EI(GEXP.COM
<br />WWW.E"Gexp.com
<br />3
<br />Andros specifications shall be as indicated an sheets 1, 7 and 21 of 26, of
<br />product Evaluation Document (P.E.D.), dmubg Nit 15421.
<br />7.1. Sheol be ebktly in compliance with General Notes No. 1, 8 thru 14. kndloat d
<br />on sheet 1 of 25, 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 Tiitaoo. Ina and signed and sealed by Welber A. Tllit, Jr., P.E.
<br />72. Product may he installed wtSnkn HIGH VELOCITY HURRICANE ZONES as
<br />delkned on section 1820.2 of the Fiends Building Code.
<br />7.3. Product shall 0niy be hstaied into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation uatiorn Report prepared by Walter A TVIN, Jr., P.E. (Florida License
<br />No. 44107). President of Totem, Inc• (Florida EB-0008719).
<br />I� ECG INC.
<br />iLU'i iE>l11NB'a EE9111 t�iON111Y
<br />WALTERA.T1LLrl;fit, P.H. Sri Xaroimn
<br />hR.Ba.IArrtinOrW719
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61 G20-3)
<br />Evaksafton Rsport E _154LU.04
<br />Product Name: 24 Gage G8FMWd S" Storm Panel
<br />Manufacturer Nasrsk 61" Notin ion Products. LLC
<br />Doan 8k (Madam):
<br />Tire re to MW that thle taonide Rdeasiornal Ergtnew. pwfo w*V teas evakuaton does nit
<br />hays nor wit aoqudne, a frrerhdal knleted in any oanperry manufacturing or dbbtx tug products
<br />for which the reports are being issued. ors evaluation does not
<br />T his is Mao 10 oaltfy that lies FWde Profegalwai E girmor porfonninD
<br />hem ear will acquire, a (irendel ini aed in any other entity involved in the approval MOWN; of
<br />it* product.
<br />prepared by Walther A. Tillie, Jr., P.E. (Fiorlds laic oness No-
<br />ire, (F7oride EB•0006719).
<br />L1CF,y�F _�
<br />6355 N.W. 36U31fiEt; Suite 305, Miami, Florida 331" - Phone: (31M) $71-1530 - Fla: (305) 871-1531
<br />I I Ll ECO Inc.
<br />T i,
<br />WAIMA. TII.IA IR. P.E. PRODUCT EVALUATION REPORT PLP
<br />fl# i6076.2 n.hcaLarne..00w1
<br />REPORT NO.: 15-0319.04
<br />DATE: March 19, 2015
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 Gage Galvanized Steeei Storm Panel
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This Is a Product Evaluation Report issued by Wafter A TIIIK Jr., P.E. (System
<br />ID # 1906) to the Global Prolleedw Products, LLC , Rule Chapter Na
<br />GiG20-3, Method 10 of the FPOrida Department of Susiness and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein• and has
<br />boon verified for compliance in accordance with the 2014 fft eedidon of the
<br />Florida Building Code. and to verify that the product Is for the purpose Intended
<br />at lee" equWant to that required by the Code.
<br />This Product Evaluation Report shah be subject to review and revision in case of
<br />a Buitctttg Code change that may affect its limitations and mindNtons
<br />DENCE SU
<br />21. pgopUCT EVALUATION DOCUMENT PP-E.D.1:
<br />Drawing No. 15.022, tNLed '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Timm. Inc.; signed and sealed by Walter
<br />A.TPilit, Jr., P.E.; dated ON1212015. This drawirig is an Integral pact of this
<br />Evahlation Report qr"r" 1001j"
<br />*pLS ER A.
<br />OC
<br />'A _.•:i�a
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1531
<br />ENGINEERING
<br />EXPRESS FRANK efNHARDO.
<br />Ey�-NGr-�IN�-E+ERING
<br />`
<br />P. E R T Emsmarau"as EXPRESS*
<br />e e e a PRQdLiST EVALUATION REPORT
<br />A L - P.E.. INC, INNOVATION
<br />CX/—RGSa�-Je
<br />rr+rwrrrarer. 1
<br />4123115
<br />Product Evaluation Report
<br />Florida Department of Business and Professional Regulation
<br />3119/2015 I
<br />1940 North Hearses Strew
<br />Florida Department of Bueinem and Professional Regulation
<br />41812016
<br />Tallahassee, FL 323"
<br />1940 North Monroe Street, Tallahassee FL 32399
<br />Application Nh ndw.. 1367e.1-
<br />3
<br />EX project Number 15-2304
<br />Regarding: Town & Country Industries
<br />240A Steel Storm Panels
<br />RnsRatding: Town �t Countryindustries i
<br />Product Manufacturer. All American SMtters and (data
<br />Project #14 2031
<br />0.05V Alumir ant Hinged Stones Panel
<br />Ma wfaobrer Adrb+eas: 1540 Dams Read
<br />I5-2349
<br />West Pare Beedu. FL 33409
<br />To Whom it May Conoavr
<br />To Whom It May C:oncxm;
<br />Product Nana 8 Description: Ztgo 6 ZW Ga wnrhed Bled 81orm Panels
<br />Please be advised that the below -signed engine does not have nor will acquire a
<br />Please be advised t11hat the below-signedLaros
<br />does not have nor will acquire a
<br />MMNIe Impact Radat�t
<br />firemcial interest in the company martuhsouring or distributing the product(s) for which an
<br />financial interest in the con;pany manufacturing or distributing the product(a) for which so f
<br />evaluation report or validation certification has been prepared, as referenced above. This
<br />evaluation report or validation certification has been prepared, as referenced above. This
<br />S Of 1i:1/aJl/SdOA:
<br />engineer is toot owned, operated, nor controlled by the manufacturer or distributor noted above
<br />engineer is not owned, operated, nor controlled by the manuiaetum or distributor noted above
<br />and does not have any financial Integer in any other entity involved in the approval process of
<br />and does not have any finan=:ia1 interest in arty other entity imolvod in the approval process of
<br />This Product Evaluation RoW is left issued In aooadaro 1 with the of the Florlde
<br />the alcove Hated produhct(s).
<br />the above -noted prcducr(s).
<br />t� Commission) 81ta'20
<br />&005 FAC•, for dalswide acceptance parr Method 14d). The
<br />andW ovakated as srnmadesd heroin to show compliance with she Florida BWdng Code Ftth Editun
<br />Re►Pvc bully, h ,M,,,,
<br />I Respectfully, Nn.M"wNgr ;
<br />this14product oW requured follow np'parti not Florlde Buldinp Cade mo a or reariabrts
<br />�a 1 BEMAe'
<br />27 '� J�ENSF
<br />L. t3 yes„
<br />APR $ 02015
<br />reef
<br />Stfbslant(atJ Data:
<br />46549
<br />NOPRODUCT
<br />.4O
<br />Frank L. Benrrsrdo, * * is
<br />pry U $� * : * : *
<br />EX dw#*4 #15-2304 tied -4ga s 24ge Gaiv Abled $but Sbrm Ponele, she" i•e, prepared by
<br />Frank L Beslnardo, P.L., SIATh OF
<br />Frank L. Bentratdo, P.E., Inc. STATE Of
<br />EreloserYq Express, sotad & seebd by FraMt L. BehtNhado, RE bar iraeprai pat d tds Evd adw
<br />FL PE iXM6549' , F10Rit)1'. ' �k':'
<br />Cent of A»th #9885`6 .
<br />FL PE 0046549.;•.'�0 ORepod
<br />Rt .
<br />cS '' -• ..
<br />C art ot'Arth #9885 S G
<br />,s` ,••'
<br />S/QN
<br /># E'er
<br />. TEST itePDers
<br />N,•
<br />Uniform epic sttuctinal p lbs. nee has been keted in accordance with ASTM E330.90 test statdarda
<br />i
<br />per test repod(s) 01 2.001. SM-00Z 8 #03.001 by C istruction TaWng Corporation (C11%
<br />Larger, Yupact resialernoe eeW cycle bsdirg palotmace lim been lealad In aeooadarhoe with
<br />j
<br />SSTD i2-e9 tact wra■ds per last reporl(s) OM-001, 092.toz, a 003-M by Con, tnrN o Testa
<br />Corporation (CTC).
<br />0ASlES tat Standard ptest repot
<br />Metal
<br />'
<br />H,001�d #05U byCertified try Laboratories (C
<br />i
<br />{
<br />Od9kuel EnOinee/F
<br />structural Engineering caFgtMtone hwe been prepared Whitt Pis h•-�-�.
<br />evakwta to product based on composalNa andtbr radonal •' :, i
<br />Wm"b to quality the tuowkv design acute:
<br />i
<br />1. Maximum Allow" Span
<br />I
<br />Frank L
<br />i
<br />160 SW Y �T" AVENUE #106 DEERFIELD BEACH, FL 33442
<br /># P£004A6 c.ri.ilrl
<br />h
<br />160 SW 127" Avenue #106 DuemILD BEACH, FL 33442 • •ON1Q
<br />G�"a4N
<br />160 SW 12T" Aveuur #t106 DEestFicto Bt:AcN, FL 33442
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />emo"E: 954-354-0660 FAX: 954-354-0443 j
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />W W W.ENGEXP.CON
<br />W WW.LNOEXP.COM
<br />WWW.fucEXP.com
<br />�1 LT�ECO �Nc.
<br />TILUT TFSTIMB a anaffiEamm CO&V tw
<br />WALTBRA TILLIT, A, P.B. cam
<br />rrrs�'uhar
<br />n, sit u—=r. "as.Tn
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61G20.3)
<br />Evaluation Report & 15-W19.05
<br />DOWs, March 19. 2015
<br />Product Csbgory: Hurricane Shatters
<br />Product stsbod cry: Storrs Panels
<br />Product Name: 20 Gale GahMaimd Steel Storm Parisi
<br />Yantdadurw Naaw Global Protection Products LLC.
<br />Dear Sir (Madam):
<br />This is to carlrfy that this Florida Profsinional Engineer, performing this evaluation does not
<br />have nor will acquire, a financial interest in any company manufacturing or disribuingf products
<br />for which the reports are being issued.
<br />This is also to cattily that this Florida Profes, ionai Engine" performing this evaluation does not
<br />have, nit will acquire, a 8nascial interest In any otter entity Involved in the approval process of
<br />to product.
<br />Cerdllcalls, of independence prepared by Waiter A TINK Jr, P.E. (Fiorids License No.
<br />44167), President of TPlbco, Inc. (Florida ES-000e719).
<br />a.� p� E ......"f6jy''
<br />r L c sF j>,
<br />�q A
<br />4E E�t6�t>�Or�
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1330 - Fax: (305) 871-1531
<br />1-7:7511161dT7T MR.
<br />2.1 TEST REPORTS:
<br />Large missile impact bad tests were performed under SSTD 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code. tMiform 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 OW11/02 witnessed by William R. Mehnear,
<br />P.E., Bortz Moroz. P.E. and Henry Hattem, P.E. and Report No. 0219.01-09,
<br />dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E.
<br />and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols
<br />TAS 201 & 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. 2010. signed and sealed by Julio E. Gonzalez, P.E.
<br />Tenses test report No. 9CM-198 by OC Metallurgical. Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile 'rest as
<br />per QC; Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed
<br />and seated by Jerry Jadofano, P.E. as per ASTM E-0.
<br />2.3 STRUCTURAL EfMNEERING CALCUTATIONSI
<br />On 24 Gage Galvanized Steel Storm Panel far maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and apmpaaraiive analysis. and In accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Titteco,
<br />Inc., dated 12/18/10 and 0&27/13 (for this revision), signed and sealed by Waiter
<br />A. TER, 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-N 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 pastel length shall be as indicated on sheets 3. 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15422.
<br />Maximum Anchor Spacing shag be as indicated on sheets 5, 9, 10. it, 13 thou 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 15422.
<br />24 Gage Galvanized Steel Storm Panel has been veeMeed for code comptiance, to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard,
<br />STATE OF
<br />i4
<br />ZTILIECOi
<br />rllc.
<br />11111.11.17 TESTIMti a E1wm CORWAM
<br />WALTER A. TU.Lrr; JR., F.E. jirtwo@sol.
<br />rL LILUwr" omin
<br />PRODUCT EVALUATION _REPORT
<br />REPORT NO.: 15-0319.06
<br />DATE: mam h 191 20115
<br />PRODLICT CATEGMY., Strutters
<br />txlr*WCT StB"ATEGOR Storm Panels
<br />PRODUCT NAME: 20 GVp Galvanized Stee!itorm Panel
<br />MANUFACTURER: Global PrWecctm Products LLC.
<br />48M S.W. 51 Street
<br />Davis, Fbrida=114
<br />1. PURPOSE OF EV'AL-UATiON:
<br />This is a Product Evox urtion Report issued by Walter A. TIHK Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, LLC , Rule Chapter No.
<br />61G20-3, Msthod 1D of the Florida Department of Busirtsss 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 fifth edition of the
<br />Florida Budding Code, and to verify that the product is for the purpose Intended
<br />at feast equivalent to `hat required by the Code_
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Buiddrug Code charge that may affect is GrnNations and conditions
<br />2. EVIDENCE SUBMITTED;
<br />1 ROD€JCT EVALUATION WGUIIAENT_(P.ED.I:
<br />Drawing No. 15-021 (revises No. 11-213), tNed "20 GAGE GALVANIZED
<br />STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed
<br />and sealed by i?Ya1tBr A.TiB+t, Jr., P.E.; dated 3/12/15. Ti1t§,(j(,ng is an integral
<br />part of this Evaluation Report. ,,��'�A A. T1(41T,
<br />rssP •' ' �,�G E N SF:' • • s
<br />.!_ . ,.
<br />6355 N.W. 36th street, Suite 305, Miami, Florida 33166 - PhDs: (Ay'J*�Z> ~' wu (305) 871-1531
<br />UDUL4i EVALUATIU . gxT'5111it}e jQS 3
<br />Anchor specdtcations shelf be as indicated on sheets 1, 7 and 21 of 26, of
<br />Product Evaluation Dccume nt (P.E.D.), drawkV No.15421,
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shah be strictly in compliance with General Notes No. 1, 8 that 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 Document (RE.D.), drawing No. 15-
<br />021 prepared by Tiitero, Inc, and signed and sealed by Waiter' A. Tint, 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 shell ore;y be kistalled into poured corcxets, concrete block, and
<br />wood frame: structures.
<br />Product Evaluation Report prepared by Welter A. TiBt. Jr., P.E. (Florida License
<br />No. 44167), President of Titsco. Inc. (Florida EB-0006719).
<br />M TEST REPORTS:
<br />Large trdssile impad and fatigue load tests were performed render Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Coda. Uniformstatic bads
<br />as per TAS 202 Protocol. Test reports prepared by Kirricane Engineering &
<br />Testing , Inc., Reports # 96-589 dated Oti/09 IW6, 09&570 dated 09118/1998,
<br />#l96•T30 dated 09/20/1N8, ab three signed and sealed by Hector M. Medina.
<br />P.E., Fenestration Testing LaboraborY. Inc.
<br />reports # 2032 dated Wfifi998 and # 2126 dated 10AW19M witrressed by
<br />Gllbart Diamond, P.E. and Report No. 0219.01-09. doted Mardi 4. 2009, signed
<br />and sealed by Edmundo L.argaespada, P-E. and Heny Hattem. P.E.
<br />Towle but report No. 9CM-197 by OC Metalur . Inc., dated March 13, 2009.
<br />signed 1md seated t.y Frank Grate, P.E.
<br />STRUCTURAL ENGtHE MQ CALCULATTKM
<br />On 20 Gage Galvanized Steel Stomn Panel for msxkrwm panel length vs. design
<br />wind load, as well as nwAmLim anchor spacing vs. design wind load and petel
<br />length based on rational and oomparawe analysis, and In acomdarm with
<br />section 1816 of the Florida Building Code. Caldrtatktns prepared by Titeco, Inc.,
<br />lobed 11/03l08 and 03Al2/15, signed and seeW by Waftw A Ti11t. Jr., P.E.
<br />3. MISSILA IMPACT RESISTANCE:.
<br />Large missile limped under section 1626 of the Fkxkda Builcrlo Code, per
<br />TAS 201 Psrotocd.
<br />4 ND LOADS RESISTAPVGE:
<br />20 Gage Galmlzed Steel Siam Panel has been verhtied to sustain wind
<br />purees. Maim rn petrel length Wml be as kndic Won sheets 8. 10, 14, 15,
<br />16. 19, 25 and 26 of 26 of Product Evaluation Documdnt (P.E.D.). dressing No.
<br />15-021. Meudm um Anchor Spacing shai be as indicated on shoats 8, 9, 10, 11,
<br />14,15,17,18.19.20 25 and 26 of 26, Of Product Evaktatbn Ducurrtent (P.E-D•).
<br />drawling No.15-021.
<br />5. INSTALLATION:
<br />Installation shag be performed sttittly, in accordance with details indicated ern
<br />sheets 3 then 7, 10 thru 20. 23, 24 and 26 01`28, of Product Evaluation Document
<br />rP.E.D.), drawing No. IS021. Minimum separation to glass shah be as
<br />indicated on sheets 8, 14, 16, 25 and 25 of 26, of Product EvAMOOn Document
<br />(P.E.D.), drawing No.1S421.
<br />Shall be strictly In accordance with GeneralEl indkcted on
<br />street 1, 2 and 22 of 28, 0f Product IF6erft; D.), drawing
<br />Nr>.13.021. wan e41s7
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