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<br />ILIEC
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />PPODUCT FYALUATI REF lie" . 2D'.' 728:D1.
<br />�.2: TEST REPORTS.; _
<br />L r e missile ,m actand fat,9ue load tests were p?rfor sd u der Protocols. TAS
<br />241 203 a ran f t 0 as per s ct 1826 a he F orida Budding Code: Uniform static loads
<br />Pt OUXICTk'.YAi.CtATF6 - i Ai .'24F•8728:YtT. .3
<br />�MATERIAL C1ARoCTER1,TE3 SPEGIFiCATIOS-
<br />.
<br />Sh li beastrictly ,n acoottlance. ikh Ganeral Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D, drawing{
<br />{ ):.. g
<br />WATTRR TTLLl'i'. ..i?:E. W nCy .
<br />'HEEL LlwrrAA.. D.-0L1F';
<br />FE r.A rro.e ; T I
<br />. .
<br />e e S 202 Protocol. Test reports prepared b Hurricane En I erin" ;&
<br />a r TA,specifications
<br />ns
<br />p p p p Y 9 g
<br />_., •
<br />N .
<br />o 20-1743. Anchor shall a as indicated
<br />sh I tF r tlt tad on sheets 1, 7 and 21 of
<br />Testing, Inc.,
<br />rn t Reports I C rG5 # 9 589 dated 08 4g 1998 #9@ 5 4
<br />l a d 1 9
<br />d t 09f $ 9 6
<br />l3_p _ t: 1 t
<br />. ,.
<br />2 fP
<br />Product Evaluation m
<br />6 a r u Document P:E.D. rawin N.
<br />eu en (, ), drawing o 2t1 178
<br />PR CT A UA l� �.�i ��N REPORT'
<br />OD EVALUATION
<br />-T
<br />9 30 dated 49t24/1996 a # ed i three signed and sea 6 I d b r dIn ,
<br />, ; , 9 a e. Y Hector M PIIe , a,
<br />P.E., Fertestra i T s rn ton e # .� Laboratory, Inc. reports # 2032 dated 04�18t199$ and
<br /># 2128 d'„ t d 1 ' a e 4t t O6t 998 witnessed b Gilbert Diamond P.E. and Report Wia.
<br />Y , po
<br />7 L1MffAT1QNS AND CONDITION OE USE
<br />`REPo.RT NU.. 20-26, 1
<br />02.-09 dated,March 4 ,2009 signed and seated b ;Etlmundo Iarass _a da
<br />P.E. andHenry_H fits m P.E.
<br />a.
<br />7.1 . Shah a -strictly n com 1) L;s wf#h General Notes o. S 4 b � an s N 1 8-thru 1 indicated
<br />Y p ,.
<br />T ,
<br />DATE: July 28 202U
<br />y,
<br />Tensile tee -
<br />t report IVo, 9Ci41 197 b C1C`Nle#allu real Inc.: dated March 13 2c09 P Y Metallurgical,
<br />on h 1 6 s II _
<br />sheet of t a w as G eral Notes 1 ni 4 t
<br />a an #e thru and 11 hru 1ti, indicated
<br />on sheaf 21 of26 of Product Evaluatlgn Document (P. E.Q;), drawing No. 20-176
<br />PRODUCT CATEGORY.- Shutters
<br />signed
<br />g ed and sealed by Frank gate, P.E.
<br />re red b Ttltaco Inc. and sighed and seal b Walter A. T0fJr.,P I� Y I ,. 9 ed d led Y f Fk, J ,P.E,
<br />PRCD_U GT ue-CA7EGO Y,- Storm Panels
<br />GtN L G4l'i„� I ONt3,
<br />7.2. Product may be installed withinlifH VELOCITY CI
<br />HURRlCAWE ZONESas
<br />TY,
<br />20 Gage Galvanized Steel Storm Panel for maximum panel Ian901 vs: design
<br />defined on section B24.2 of the FloridaFlBuilding Code.
<br />NAME 2O CAGEG LA 12 DS7 E STORM PANEL
<br />:
<br />wind load.as wall as maximum anchorspac_ng vs. design wind load and pansy.
<br />MANUFACTURER: on
<br />length based on ational and comparative
<br />gth tiv a uiYsrs. and in accordancewith
<br />section the FloridaFiridBuilding Code. Calculations prepared bYTIItaco, Inc.,
<br />7.3. Product sh al_ t only be installed into poured concrete,, concrete block, an_dGl5I6lPat
<br />wood frame structures.
<br />S,W, 51 Street
<br />-
<br />doted 11l4 f09 and 115, signed and sealed by WaIterA Tillit, Jr:,-
<br />P.E.DBvre,
<br />Finnd33314
<br />-r
<br />1 PU E
<br />S OF EVALUA7
<br />^CIS MP T 3 M13 A NICE ' � A
<br />�,�.� S:T !�
<br />. ; .
<br />Product Evaluation Report a Hera: A.
<br />e o prepared b. Walter A TIIHt Jr.,.E. Flonda Licen
<br />p se
<br />P P Y {
<br />. `.�
<br />rs, '
<br />This T s Product Evaluation Report rtlssued b Walter A. Jr. P.E.
<br />Y , Jr., (System _
<br />e missile Impact n m s i t t 9 d L m u dais Gran 62 of Florida1 e e F or da u11di Code, as #Ii 1 B n od per
<br />!'9 p g P
<br />T AS 201 Protocol.
<br />,
<br />tV . 4167 President of n 7
<br />o 4 a c1a c, (FloridaFlo CA ti4 to I ride cif 19 :
<br />, {
<br />ID # 4;
<br />19 ti a the Global Protection o u t t a nP L r d c s LC Ru1ti Cha ter No.
<br />. ,_ T , pftFi
<br />TiT)1. FNrp
<br />I_ hA
<br />61G20-;3 Mathc+: t of Florida D
<br />d p the P or a epartmQnt of Business and
<br />Professional Re
<br />4 V�I�ID:.1 OACtS RESISTA��
<br />\AyL1 ty _
<br />,, A, T y,
<br />.a ��s�' ,....!�C7} .s,,�
<br />�.,
<br />9 elation.
<br />20 Gage Galvanized Steel Panel has bee verified
<br />9 m a n ed to sustain wind
<br />�t . ,.
<br />w .• : EN • �'
<br />C ...
<br />,. ,_
<br />his roduct rs b 1n T e fssustl an Evaluation Re art s desenbed , n
<br />p 9 � hater arni as
<br />p. h
<br />_
<br />r s res. _
<br />e u s Maximum panel l' n h
<br />xrrn e s th s ail be as indicated an she 8 15
<br />. _
<br />�-�-- _
<br />t` 1 7
<br />_ :
<br />bee verified for compliance n accordon with
<br />n i ce th the 202fl,'Sevsn h
<br />_p t Edition of the
<br />18,19, 2S and y6 tat 26 of Product Evaluation Document P.E.Q: drawrn Ara
<br />, 9
<br />r '� -%� . Tk E
<br />Florida ll Y e p ct o purpose' se mended
<br />nda Building Code and to verify that the product Is for the urn fSTATE,
<br />0176, Maximum Anchor
<br />Max m A r Spacing shall be as indicated do sheets 8, 9, 10, 11,
<br />14 t 5 t� 20 2 n 2 2 t
<br />° 17,1$, 1 , 5 and 6 of 6, of Produc Evaluation Document P.E,i?.
<br />{.,
<br />, -
<br />? it'.OF , cc
<br />,
<br />at teas# aquivaient to that required by the Code.
<br />. . _ ,
<br />4
<br />drawing iVo. 2D 176,
<br />,rt .,• �Rtt}•,: ,fir
<br />,
<br />This Product Evaluation Robert shalt,be subject is rev a r
<br />aP f t raw and revision 1n case of
<br />n f
<br />/+, t7ftAt.
<br />/ 1A
<br />ArT
<br />.
<br />Building
<br />a g CLnte,clTange that may affect Its Ilmitittions and conditions
<br />io
<br />rs INSTALLATION,, ION
<br />._�._�I
<br />INH1Ntilt' \�
<br />o Installation shall be performed strictly accordance with details indicated^on p
<br />a
<br />�. EVIDENG
<br />G��UBMITTED.
<br />.: .Y :4V9TU1
<br />Sheets3thru7 14ihru20 2-
<br />3 24 and Z8 of 26 of Product E a u - D , P u v i _atton Document
<br />+ , ....
<br />a � eco x F -.
<br />V TI T. AOMO R. GS3R05tF: E. f1EP[aRS.20 LQL'48AL PILOT€crloN PRLTTTUGTS; LLC V 20 GAGE:
<br />fl . U
<br />P GT EVALUATiO DO U ENT f___
<br />1
<br />`... _. ".' separation
<br />P.E.D. drawing No.20.178. Minimum se ar t s II
<br />( 7, $ p anon a glee she be as
<br />GALVANIZED- STEEL STORM PANELt DR4VG 420•176t REPORT #.20-61M011
<br />-
<br />_ , u0
<br />Da r .0.2-
<br />r w N Q i76, titled -:20 tiitAGE GRLYANIZED STEEL S P NE n9, fc,L STORM A L
<br />Indicated_
<br />on sheets 14 1 . 2 and 2S of 2fi of Product
<br />5 r duct Evaluation Document
<br />u t
<br />,, ,
<br />sheets 1 Ebro 26 of gtiprepared b Tiiteco In¢. -sl signed and sealed Walter
<br />y , N A by Wafts A.
<br />.
<br />(p.E.D.), drawrn No. 20.17ti
<br />9
<br />T'llit Jr: P' ' integral i ,E., dated 47f28C2020; This drawing is an rnte ral art o 'f&
<br />g p {,}
<br />. -4rft? rtgl
<br />1
<br />Mill nifN1AF ,,
<br />t
<br />Evaluation Report.
<br />.:4\l\p\.,'t<�T?�?•,_'rfj jJ!//*�.
<br />Hai
<br />.�.).. �jl sprfX.
<br />trNO
<br />A��"i�{-�,.�f. i'-
<br />44167
<br />i7ir'+
<br />_ '� ',
<br />o`• STATE OF,
<br />�-�''-.,AtOP.IDP'
<br />63.5y.B.36iT3treef, Slite84S, Miami, Florida 331f6 PTune.(345)8 i• 530 f?�C
<br />H1THiE}LAl
<br />gt uc12Ar ivtrrcc, B.3) IN CASE THAT PRECAST $TOME OR PRECAST OOMORETE PANELS. SR1Cm OR WO00 BOARDS K FOUND ON THE
<br />C'W4lA. % GA[.rili StiEs_ 1mroaA et ExISTNiO WAL4 ANCHORS SHALL BE LONG' FdiOIRtFL TO RE4CFi THE MMN STTiUGYtTRE REFIING5UG1 PANELS,.
<br />I. STORM PANEL SOW ON THIS PRODUCT L'VN.LATKW DOCUMENT (PLED�I_H+AS BEEN VERIFIED FOR COMPLYING; W ANCH4RrGE 'SHAG BE A5 MENRONED 1N al) Nib IN lL2)-
<br />ACCORDANCE WITH THE 2M EDITION) OF THE FLORIDA IRALOING
<br />(IV, CODE (C} TO EXISEND WDDD ,}�
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION fe2OOF THE ABOVE JAINDONED COX • - 1/4 f TAPI ANCHORS, AS MANUFACTURED SY 1,1W, LTUS.Or.M, INC.
<br />:FOR A N7ND SPEED AS - 8Y TH€ UU WHERE THESE SIifAYTERS WRi- M TA,tm AND - #14-10 PANELMAIE f€k44 E ID AND PANUUATE PLUS ANIDM IL AS ANNUFACTURED BY MOO CONSTRUCTION PFIOMM,
<br />FOR A 02tECT .IaY FACTON 1W„0.8$. USING ASCE 7-16 AND SHALL NOT E'TGCEED TT!E RAIOMLIA! (A5.1, - %/4'# LAO SCREWS PER N-OS.
<br />DESIGN RATINGS INDICATOR ON SHEETS 7 THTU M14, 15, 16, 12 & 20: - ?/1S"P - 5/Sr WOOD SUSHM AS DISTRIOUTOO BY ALL PONT SCREW, SOLE & iPEOI&T'(' CO,
<br />IN ORDER TO VERILY THE ABOVE COMMKIM, ULTIAAIE DESIGN WAND LOADS DETERANED PER AICE 7-10 efa MWMU0 PEAE7007TON SNED WOO OF TAPCON ANOWIft $NAQ_ SE 1 IA' MO 2- FOR ELCD PdaNATE PLUS
<br />:SHALL RE PRSrREOUCEO TO AS,D. DESIGN VAUD LOADS HY MULTSYYUM TNEM by 0.6 04 ORDER TO
<br />AND PAMELA E FEMAI£ 0,
<br />COMPARE THESE W/ UAX. (,A.SA) DEMON PRESSURE RAT1t90$ iNWGATED.ON S€ILEIS Y TWW 32, $4, 15. to, 19 k 20.
<br />C.2} MINIMUM IONEINTO PENETRATION OF 1A0 SCREW, INTO THE WOWOPT FRAME MED kREA � T I;E " ii ThRFAOE'B
<br />Si FT THAT ANe%MRS ON TIDE P.E.D. TE5TE0 WERE NOT OVER STRESSED, A pN E IN AI#E PFllBTRATTOtN INTO STUCCO SH4V.i, BE CON'91DEREO As PARS G THE RE.OU,REI1 THREADED Pt71E1'RAFION.
<br />`+TRk.55 FOR WR70 taLADS WAS i USED qi THEE ANALYSIS F ' SPACING SiJ WOOD HAS SEEN tEYERMINEO W ,.
<br />STRESS R ND L NA S ED IN
<br />DETERMINED
<br />ACCORDANCE WIN N.C.& 2018, C.3) MINIMUM EDGE DISTANCE OF LAd SCREWS,. INTO WOW WALL BE AS MOO ED IN THIS WNW
<br />:THERM PANEL'S AOEDW;CO AND NO SE5€STANCE 9 BEEN IN "G 1628 Or
<br />EFORIMPACT
<br />INI-WITH
<br />THE CODE. AS PER - CA S1"MUM PENETFNTION OF kYOC SVSHM SF^L BE Sf6`, 1/+" 0-20 SCREWS USED %VkU BE 1 1/2' LONG MININOM
<br />URAIDA & TESTi INC..A & S
<br />& & 98 T3O A0.41
<br />9B•262
<br />ND-87O
<br />SM11 At C WOULD StUCOO: EXIST, AND 1" MINIMUM FOR WAILS YARN NO STUCCO:.
<br />FENE$TRATIai TESTRIO LAB. kAC., REPORTS f2032 & /L2126 . AS PROTOCOLS TAS-20%. TAS-ZO2 AND YA$-253:
<br />AS WELL AS MIEROM TEST LAa OF SOUTH FLORIDA REPORT O249Af-OR, AS PER TAS 201. TAS 202 AND C.5) 1N CASE THAT PRECAST STONE, ON P OAST CONCRETE PANELS, SrVCCO OR WORD BOARDS BE FOUND ON THE E IMHO
<br />TAS 203 STANDARDS.
<br />WALL„ ANCHORS SHALL BE LOW ENOUCfi TO REACH THE WIN SD4UMFIE SEMM SUCH PANELS.
<br />ElS.
<br />2. ALL ALUTAINUM FXTRUSIQNS TO BE 8063-TS ALLOY MO TEMPER (UNLESS OTRERMSE NOTSHEET 2. SEE SH2. SHALL BE AS W 41), C2) & C,4)
<br />3,ALL ALUMINUM 'SHEET ML"TAL USED AT CLOSURES W" HAVE 310-H4 N,LOY, (0) AN04M SNALI, OE INSKLED F4LI.010NG ALL 4F THE RECOMNENDMONS AND SPECrWATWN5 OF THE ANCHORS NANDFAcT IRER.
<br />4.ALL STEEL SHEET M67AL PANELS WALL HAVE VIRIUGTURAL QUALM STEEL AWN A-= GRADE 50 MNIMUM, a --Go 6, PANELS MAY ALSO BESisT'MI.EV HORIZONTALLY FOIL.OWIL4G UiSI'ALLA,TION rTETaLs 9fiDWM ON 'MOTION 3 THROUGH 10 (StEEr$:+
<br />OU.VAIW2EO SNP EL t1ESLGFMDON W/FY. 56:s 1mt t1U'TER ROdbo>.
<br />TWRO.UW G) EXCEPT THAT HEADERS 0 & Q SHALL NOT BE USED.
<br />5- ALLO SORiWs TO SE STtdNLES'S SlffE1 304 OR 318 AASI SERIES OR RESISTANT COATED CARtMN :STEEL A5 PER 9, R SNA): BE THE MPOINSI&LI1Y OF THE CONTRACTOR TO VOWTHE SSX, ONIMS OF 7NE VV4ERE SMUr" Is TD :TE
<br />DO SDOtB Wt 50 IW YIELD j;M 0WM AND.90 ke TENSII;.E STR WrH * UHAL.L O.MPL.Y W/ FLORIDA BUILDING CODE. S"
<br />ATTACKED To 3MrAw PROPER' ANCODPAOE. TMS SHUTTER SHALL ONLY RE ATrArkIEO TD O' LBCN OR WOOD FRAME
<br />SFCTKM 24a �.. :
<br />8. SOUS To BE ASTM A-307 GALVANM STEEL OR AID 304 SERIES STAINLESS STEEL, VAIN 36 ksi NfNdMUAB- YILO -
<br />STROAM4. %D. EACH REGULAR STORM PANEL WITH LENCMs OWR B'-S THROUGH 12'-4`, AS PEn SECR(IL5 & & R & 1O AIN.' ALTERNAlitiFS BYd.
<br />7 ANCitORS TD WALL. Sktddi R£ As FOLI..OYIS tWF & T ON SHEETS 5, 6 & 12 AMPPECMUY: SHALL HAVE A LEGIBLE AND READILY VLSrrJLE tMRONG 05MUCi1M0 OWNER OR
<br />TEMW TO SECURE PANELS WITH APPLICAIRE REINFORCEMENT DLSiSM PERIODS OF. HURRICANE WARMING.
<br />(A) T4 .i".OSi8E0...Cflt#7SE'LE.� 11, THE INST' IS TO SFAi%iAULK ALL. SHIMER EDGES NMCM REMAIN iM : CONTACT W"T
<br />- 41A TAPCCN ANCHORS AS MANUFACTURED BY I.TIV, BVa=. IWC Chin. f.*$IQ ;,sL) THE INAtLDWO V. PREVENT WING/RAN WRUSION.
<br />- 1/4' # - 7/8r CALK-M ANCHORS, A5 NANLFADTURED BY DEV"T M, (MEd. VC-3001) ps.l.)
<br />- %/41'0 . 3/4' SOLID -SET ANCHORS, AS olsivRIUMEU sT ALL Pow smw, BOLT & SPECIALTY CO, T2. STORM PAHM INSTALLATION SKNLL COMPLY WITH SPECS INDICATEDINTFGS DRAWeNO PLUS ANY-WLDIND 00 ZONING AEGUIXIONS
<br />(Mkt, r—Sm P...Q PROVIDED BY THE JUSi(,^aDMON WHERE PERMIT IS APPLIED TO.
<br />- EMI. PANDANTE FEMALE R3 & PNLTIMAIE PLUS :AMCH $, AS MANUFAA.iUREb BY F1CO CON57RUC'RON T3, Cn} TTRS PRODUCT' efts TION {P.E.O:} PREPARED OT THIS CHOW-" 15 GENERIC AND OCES NOT PROVIDE INFORMATION
<br />(fiYti, rr33sO P.a.%}
<br />FOR A. .r.TCE SPECIFIC Pt'CT; tq. WHERE THE 51rE COMMONS LM1tMTE FROM THE P,E.O
<br />- 1/A'IF Cf 1AP-OWP ANCHOM AS MANUFACTURED BY TAU-FASt 9POPA710N (f*-3806 Wee.) -
<br />AA) WMt IUM DAREDNENT OF TAPCON ANCHORS INTO POURER CONCRETE SHALL. DE 1 3/4'; 2' FOR PANaWTE FEMALE (11) CONTRACTOR TO DIE RESPOF.T SM FOR THE Ste. PURCHASE AND gLFAUAT10N INCLUDING UFE SAFETY OF THIS PRODUCT
<br />RASED ON THIS P.E.O, PRONDEC HE/SHE DOES NOT DEVMTE FROM THE COMMONS DETAXED ON THIS O DCUI ENT..
<br />St AND PANt:MALTE PLUS AND T T/#" FOR CF T71P--SRfP NiDHIDRS. ODNSTRUCTIDN SAFETY AT SITE E THE CONTRACTOR'S RESPONSIBILITY,
<br />A2) CALK -IN & ItOUO-SET ANCHORS SHALL RE EMBEDDED 7/8' MO THE POURED CONCRETE, NO ENOWNI INTO (d) THIS PRODUCT WALUA'DON DOMWENT MU 8E CONSIDERED INVAU0 IF MOINIED. '
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED S{fAk1. � 1 I/2r LOW WAOAUW WOULD SrUCC0 MST,
<br />NO 1" ULi NO O MAY N d MINIM FOR WAILS WITH STUCCO. RE HEADED SCREWS DR Ati THREADED SCREWS W/O MEAD. C) SBE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECISTEREVI ENGINEER OR ARCHITECT WHICH WILL SECOME TW
<br />8UT WITH WINO $Wa, ENGINEER OF RECORD (E.O.R) FOR THE PROACT AND WHO WU BE RESPQNSLBLE FOR THE
<br />LESS
<br />PROPER 1LSE OF' THE P.E.b. OF RECORD, AOiTi1VVG AS A Ofl.EGATiD EtFOR
<br />FR E
<br />A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PUNTS, PAVERS, STUCCO OR WOOD SOARDS 5E FOUND ON THE. PLEA. ENGRFEiR, SHALL St1&AIT Th. Tti15 LAITER'Mi SPiE s'PEGCFIQ S-FOR REvlEW:
<br />MSMM WALL OR FLOW MYCHOn WALL SE LONG ENERR TO ,MLAW THE wits Svlcrt RE BE"" SUCH
<br />PANELS. ANCHORAGE SHALL BE AS 4DITIONED IN AA) AND 44 A.2), 4) THIS P.EO, SHALL SEAR THE WE. AND ORIGINAL... SEAL AND SIGNATURE OF THE. PROFTSWIVIL
<br />04mwm or RECORD THAT M
<br />(@} g„mnNrt 1 =+„ r ^O;
<br />SHUTTER MANUFAC PER'S LABF,L. SHALL TIE LOCATED ON A READLY )4SIME LOCATION AT STORM
<br />- I/4` # TAPODrI ANCHORS As MANUFACTURES/ BY t. T. W. BUILT,Edt, INC. PANEL SHUTTER D4 C T7OO O CODE. ONE
<br />TP FL.WR"
<br />- S/4' # is 7/8' CALK-W ANCHORS,.: AS MANUFACTURED DY WAM:T INC, (MIN.- # a $500 P. L) MOLL FOR ENI LASSRO* HEF1.
<br />G SECTION
<br />X EVERY OPEFhHS UBE'UIM. T9 COMPLY WiM SEGflOM 1709,8.2 OF THE
<br />- 1/4'S 3/+' SOE1D•�SET ANCHORS, AS DY MA. POINT SCREW, SOLT. & SPECIALTY CO. FI,OfUDR OUfIP MSG CODE-
<br />(MIT, rc.Hi85l0 P,a,i,} TFIYS SMU:L. ONLY SE USELT TO
<br />j#4 10 PMELNATE FEMALE UT AN$ P NEINAW P1.Lt5 ANCHORS, As MANUFACTURED BY E= CONSIRIUMON
<br />PRODUCTS (IOW r_2b71TL71U4lHLNH!> L�rAiti PEBW€S 8L TFE STATE OF FLt1R86A
<br />1/+ a Off' TAP -TIP ANCHORS AS MARMACtLRED BY TRU-FAST CORPMTION • i�'{'� A'V�
<br />-
<br />�'`
<br />6.0 MINIMUM EtAREDAWOF TAPCON:ANCHTIRS, SUCTI PANEIRHATES AND CF TAP -•GRIP AMCHOR,. INTO T%•x' tlC FiORN9A: 9LPrL01N0 .0riQE iN h. Yaloci Hurricane tons
<br />•,;
<br />SLOC.N UNIT StAU 8E t 1/4'.. �+` • ' .2m WEM W_
<br />`• ACT. •" 20 GAGE GALVAWIED STEEL STORM PANEL,
<br />Q 1
<br />82) CALK-1N & SOLID -SET ANCHORS STALL FIE I 7/8r MID THE BLOCK UND. NO ..
<br />1MTo STUCCO WALL BE PERSTTED, 1/4` a-20 SCREWS USETT SHALL BE 1 I/2' LONG MNIMUM 5H0--�;..w
<br />EXIS'AND I- WO" FOR WALLS WITH NO STUCCO. „w '>,..1A"'; '""-"' "" GLORAL PROTECtION PRODUCTS, U.C. 8T
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<br />tSEE SC OLLe
<br />ON
<br />SHEETS & 9)
<br />TRTN tiF RFY"'TIDNS: -
<br />T & ROTTOM NGS CAN BE
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />WSTALLATTON,
<br />"aCwjl�:4 4 :1
<br />(1) 2"XZ! C 4e
<br />ALUMINUM ANGL#c
<br />&
<br />PANELS 00 W
<br />430ADD COW.
<br />I �E11t! 11IE1N t1ifA, �,®n
<br />ROUNM CORNER .0 ENDS OF RANSILS
<br />TiLFEco i1W_
<br />Till TESTING G ENGINEERING COMPANY
<br />..-..s..._..-..- WALTE€A. TlG..L...1._Ttilt
<br />. SRI'&� ._.._
<br />t tIf
<br />acji:coln
<br />ITur,r u
<br />PROD T
<br />,uM,+a, o.4Ald7
<br />UC MALUATI ^ N REPORT'
<br />REPORT NO,; 2047,27,02`
<br />DATE: July 27, 2020'
<br />PRODUCT '
<br />CATEGORY: Shutters'.
<br />PRODUCT SUB -CATEGORY: storm Panels
<br />PRODUCT
<br />UC NAME. 24 GAGE GALVANIZED ' STEEL STORM
<br />OTT,
<br />PANEL
<br />MANUFACTUREGlobal FrollactiOtILEM1110talU&
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />PURPOSE O UATIQN:
<br />�P E E
<br />This rsaProd
<br />uct Evaluation' Report Issued b Waiter A. Tillit Jr. R.E. S tam
<br />p Y ;� Jr., { y
<br />I *19 D 06 to the Global Protection Product LLC' Rule
<br />} s, , u Ti Chapter No.
<br />&1 G20-3., Method t d of the Florida Department of BusMes's and
<br />Praftssionaf fteguiation.
<br />This product is ben Issued an Evau ti Repra
<br />s dssqribed herein,
<br />, and has::
<br />been verified f r li n veil o comp a ce in accordance with`the 2024 Seventh Edition of the
<br />Florida Build n9God`e and Lot verif
<br />y that the product isfatthe purpose intended
<br />at least equivalent tcI requited by the Code.:.
<br />This Product Evaluation Report shall be ;rt subject to review and revision in case of
<br />a
<br />a Building, Code change that may affect its limitations and conditions
<br />EVIDENCE 511.10M IT7ED
<br />V 1. PRODUCT EVALUATION DOCUMENT tP'E.b
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL*,
<br />beets 1 thru 1$ of 18 prepared by Tiiteca, ins; signed and sealed by WaiterA.
<br />Tillit, Jr., P.E„ dated 07f2712020• This drawing is an int+e�\ra,#t i�?dr��s:
<br />Evaluation Report. *�'`
<br />t4167 _
<br />y dam, STATE OFu
<br />6353 AI,W. 36th Street, Suite 305; MiamL Florida 33166 - Phone. (305) 871-15r9{ +fEkgtpj3g d`1-I531
<br />Y/A%NHYrlIr %1T411
<br />r .*111 W&Wt
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<br />.125"Sa 5 ETEG+ SS STUD7s0'•^q
<br />iO U4GLE se TO ANCLf • _._
<br />1.364 - ,_ 1,544"..
<br />SEE
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<br />i....a.._......_.«,._.,._..S,r.;Mia,. � 3 1.,.-}.SOD".,.. € i.....T•'S00"-+I
<br />END UP W/ EDGE. ,4 ■
<br />2 is IfEAOER 3 },L,., $ 4ANGLE q� "yitrfii STUD AN= my
<br />HEY=STUD
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<br />EDGE 1Ww4".Q96.374" Am• ...:790`1 ILO,. SG4..`—�pl�111,'111
<br />.128'.825" .375' d r_ 2"i0•.W,Ll+ #�#INVITiTEDA350" 1.611"» RO6Y 1.81r
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<br />PANEL
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<br />'-j- ArK + TRAGit (2) EIALAAM
<br />"WINFIRINAAA t�ra:ti ii#D
<br />No, 44167
<br />E.O. 44
<br />tSEE 5GF1 D= ON
<br />stIEETs a aL S)
<br />: R' Y 4 4 *` F 1 Il It-
<br />i,
<br />T -,.. � Illi#! Bs7ESM®Br>�Is71NSMRBNCli
<br />'74' I tPL�NI•!
<br />eA� Sf,ALE 3fi8+T'.
<br />r PR4raU xy.Ai i:AndN REPS)RT Nn x�-= U2:
<br />�� z
<br />2.2, TEST REP{JRTS:
<br />Large missile Impact load
<br />t sts were performed underSSTD
<br />12 9g standard'
<br />as
<br />par section r' a 16091.2 of the Florida CE�de. Uniform
<br />r tJ nn static foods as 'r
<br />p g pe
<br />Section 9 709.8.3 r -
<br />Se STM E 33 Test reports 9 n , per �+ 4 ep its prepared byAmedca Testing
<br />LaFlorida,- b of South F! Report 0$14.01 01 dated 03t11/Q2witnessed by William
<br />R. Mehner P.E. Bon oroz ~. z � M_.._v.. P.E. and Henry Ha#kem,, P.E. and Report No---
<br />ass is a Lar � p d , P.E. and Henry Hattam, P.E. Large missile impact and cyclic
<br />loadings par Protocols
<br />ocols TAS 201 &213 as per_sectio
<br />n '3091.2 of the Florida
<br />Building Cade, Test sport prepared by American Testing Lab of South Florida;
<br />,s o 2 Report No. 11 3,01-10 dated Novem er 3 tl signed d b 2 201 sr d an sealed b Julirs. E.
<br />D I P.E..9 a y _
<br />Gonzalez,
<br />Tensile to re o. CM-1'- test report N 9 GMetallurgical," 1 98 t1G nc. dated March 13 2at)g Po Y,
<br />signed andsealed , F a k: at E r:
<br />9by r n Gr e, P, „ as per ASTM E-S and Tensile Test as
<br />per 00 Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofarto, P.E. as per
<br />rASTM E-8:
<br />2 —GTE RUCTU I.110NEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchorspacing vs -design wind load and panel
<br />length
<br />h ass on ratIonalan El comparative
<br />ative analysis, Ehd in accordance with
<br />section 1604 of h the FloridaF IOrida Build.mg Code. Calculations prepared by Tilteca;
<br />[no., deed 5I Gan c t 1211 1 08f 1 forth' revision), signed
<br />d 27f 3 is n s ed and sealed b Walter
<br />_ n +s tl to
<br />{ } 9 . Y
<br />A. Tiilit, Jr., P.E.
<br />3 MISAILE IMPACT RES1_STAN
<br />Latta missile Impact under section 16
<br />69.1.2 of the Florida Building Code, asper
<br />SSTD 12- 9 S n a an AS 01 9 to d rd d T 2
<br />I NNQ1QMf RMSTANCE.,
<br />24 Gage Galvanized Steel Storm Panel has been verified t Sustain i
<br />iT a sus sin wind
<br />pressures. Maximum panel length shall be as indicated on shoots 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing sh`aII be as i ted on shoots 6, 9, 14, 11,
<br />thru 15
<br />and 18 of 18, of Product Evaluation Document cTcument {P.E.D, , drawing No. 20-175:
<br />, ) 9
<br />24 Gage Galvanized Steel Storm Panel has
<br />been verified for cads compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 1299 Standard,
<br />AAaAALaTtLl�rrl)+,rrrq,
<br />lrL q67
<br />p + T.
<br />11/4, 2/4. 3/4, 4/4. s/a, 7/5,
<br />Iw/t0, 2w/10, 3W/10. 4W/10,
<br />5W/10, 8w/11 & "iw/11
<br />._ _AWHORS: FOR CONCRETE SEE SCHEDULE ON SHEET*.,` S At
<br />FOR WOOD SERE SECTIONS ON SHEETS 10 @ 11
<br />a *...,.7
<br />2/4. 3/4, 4/4, 5/5. 7/5,
<br />D. 2W/10..5w/to, 4w/10,
<br />0. 6wf i t di 7W/11
<br />PRnni1C'P RVAi.rIAT1r1N RE URTn0..20=0727.02
<br />� 3
<br />S INSTALLATION:
<br />nstallat n shall eperformed rictf in i io s I bStrictly accordance with t i to o a a_ det f sa d ca d _n
<br />Y � . n
<br />sheets 3 thru
<br />t S 12 thru 18' of 18 of Product Evaluation um ,Document (P.E.D,);
<br />drawing No. 20=175. Minimum separation a lass a n # s It be as'in Ica
<br />P 9 ha indicated on
<br />sheets 3 6 3' 14 15 1 1 6 and 18 of 13, of Product Evaluation Document
<br />(P,E.b.), drawing Nu. 20-176.
<br />TE G A CT 1 �. H SAD PEC1F NS~
<br />MA._ --....FIB ST ICATIO
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 n 2 of f Product and 18, o P ❑ uct Evaluation Document (P,E.D,)e slrawtng Na,
<br />120.175.
<br />An if n chors Dec teati o s she I be as tntllcated on sheet 1 of 18, of Product
<br />Evalu
<br />ation Document (P.E.D:), drawing No. 20=175:
<br />N tMiTATI{)„
<br />AND Ct3NDI LIONS QF USE•
<br />7.1. Shall be strictly in co m
<br />p lianice wi#tr General Notes No. 1 8 thru 14 indicated
<br />on sheet 1 of 18 of Product Evaluation' Document{ P.E.D.}, drawing No• 20-17E
<br />Tilt b eco Inc. signed a sealed
<br />, c and i d b Wal#erA, Tillfl Jr: P.E.
<br />prepared : Y g Y ,,
<br />7 2 l
<br />. Prod' uai shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />alsdefined on sebtian 1820,2 of the Florida Building Code,
<br />7.3. Product h s c shall unit' be Installed !ed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />fr tru
<br />Pr
<br />oduct Evaluation Report prepared by Waiter A. Tlilit, Jr:, P,E, (Florida License
<br />No.44167), President of Trfteco, Inc. (Florida GA-
<br />0008719)4
<br />N
<br />RFcuLaR T Firs M PANEL A ELEVATION
<br />N.T.S.
<br />2.67' 1/4"M., GAP
<br />(NIM Oft-1 18#7LE —EY).
<br />l
<br />i
<br />H �• Tit i ;
<br />{C.
<br />I
<br />OiSrANDE lF MR �'rM�INATI4N 4r 54`rr*t%H1xiS:
<br />{SEE Si RE.OULE OM TOP & -BOTTOM MOLNFINGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />44167
<br />iWw 10
<br />SCINIM P.
<br />W' 20 GAGE GALVAtI= STEEL STORM PANEL srowF
<br />GLOBAL PR#3TECTK44M$�9N PRODUCTS, U.C. W
<br />fWN4 FGe=4 :
<br />A aASOM. a aA,w wlrxe: cae+uWH-To4s. FAe cwksea:-sett 20-1 i5
<br />OF V
<br />ANCHOM FOR CONCRETE SEE SCHEDULE ON SHEET 9._-_��_�.,_„i
<br />FOR WOOD SEE SECTIONS QN SHEET 12
<br />i �r I tii IA 3k*,rr ( ELEVATION
<br />' 1 I SCALE 3/3V-31
<br />1/4 MAx GAP
<br />i ,,r p+M O,tJdAP .1
<br />it;
<br />i.�... ZizI ON 1/4" MAX', -
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