|
/TILIE(
<br />\0-
<br />TILLIIF TE'STiNG 8 ENGINEERiNG COMPANY
<br />ATTH A. .LL.--- TTLLI7 - jV R . F.b , rsI , Iz1tG ao).cDm
<br />YLP , Y 4414" ,H LeLY11E R:
<br />FL u �;� ArI� rotla; Iv
<br />PRODU
<br />CT EVALUATION REPORT
<br />REPORT NO.: 24.0728.01
<br />DATE: July -28, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SU - :ATE C? B G, GORY, .
<br />Storm Planela
<br />PRODUCT NAIIIE
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER; Global Ppolit tton Products LLG
<br />4800 S.W. 51 Street
<br />Davis, %Hda33314
<br />1—PURPOSE, OF EVALUATIQN1;
<br />This is a Product EvaluationReportIssued by Walter A. Tillit, Jr., R.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020.3, Method 10 of the Florida Department of Business and
<br />Professional Regulatlon.
<br />This product is tieing issued an Evaluation Re described herein, and has
<br />been verified for compliance 10 accordance with the 2020 Seventh 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 bythe Code,
<br />This''Product Evaluation Reportshall be subject to review and revision in ease of
<br />a Building Code change that may affect its limitations and conditions
<br />2 EVIDENCE SUBMITTED:
<br />2 1 PRODUCT EVALUATION DOC.UMENN (P,E�D;1;
<br />Drawing No. 20-1761 titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets'1 thru 26 of 26 prepared by Tiheco, Inc„ signed and sealed by Walter A.
<br />Tillit, Jr_, P.E.; dated07/28/2020. This drawing is an integral -part to1iMIS
<br />Evaluation Report,
<br />6355 R.W. 36th Sheet Sift 305, Mimi 1±'ioe 3166- Phone: (305) $71-I530
<br />-r'RODu r Crti:A Tit TTUIt 1t7F'.FUTt"r Nf7 20:Ifi�n rn' 2
<br />22. TEST REPORTS;
<br />Large Missile Impartan Ya fatigue lo
<br />ad te
<br />sts
<br />s were performed under Protocols TAS
<br />201, 203 as section 1626 of the Florida Building Code. Uniform static loads
<br />as per TA Protocol, reports p 5 242 rotoco , Test rep. its prepared by Hurricane Engineering
<br />Testing, Inc,, Reports # 96-569 dated 08/0911995, #9M70 dated 0911811996,
<br />#96 T30 dated 09120/1996, all three signed and sealed by Hector M. Medina.,
<br />P.E„ Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16M998 and
<br /># 2126 dated 10/06/1.998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed byEdmundo Largaespada,
<br />P.E. and HenryHattem P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc.. dated iMarch 13, 2009,
<br />Signed and sealed by Frank Grate, P.E.
<br />3, TROMRAL ENGINEERING CA MILIT[DN..0
<br />,
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs, design wind load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Cade. Calculations prepared by Tilteco, Inc:,
<br />dated 11/03100 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3, MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOAD $ RESISTANCE:
<br />2.0 Gage Galvanized Steer Storm Panel has been verified to sustain wind
<br />p'essurea. Maximum panel length haIt be as indicated on sheets 8, 10, 14, 15,
<br />le,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No
<br />c 264176. Maximum Anchor a I a ax n Spacing abet ire s mdLcatRed an sheets 8 8 10 11
<br />p g , ,
<br />14,15, 17, 14, 10,20 25 and 26 of 26, of Product Evaluation Document (P.E D.),
<br />drawing No. 20.176,
<br />I INSTALLATION`
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 2e, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />AAALI,"wiliiln illy%,
<br />4JJ>,Xy
<br />. - 167
<br />STATED
<br />:,yrAAc�S+D�1A i��'k4b,�
<br />GENERAL NbTF.Y: 9.3) 41 CASE VAT PREO-ST STONE. 4R PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON NNE
<br />0" Ft* M 3M4E P161 Ad �"®-t m 00SONO WAU, ANCHORS SHALL 9E LONG ENOUDN TO REACH THE MAIN STROCTtW REHISO SUCH PANELS.
<br />1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION! DOCUMENT (P, CO.) HAS BEEN VERIFIED MR COMPLIANCE IN ANCHORAGE SHAD. HE AS MENTIONED IN 9.1) AND IN 6.2)•
<br />ACCORDANCE WITH
<br />IT H THE 2020 (7th EDITION) of THE FONDA BUILDING CODE- (C) '� IXSTtNO WOiIO IMrN SPrC.1FIC � VfvY G .. O t5 MAN c
<br />DESIGN WIND :LOADS 'SMALL. BE MrOTAONED AS PER. SECTION 1520 OF THE ABOVE ME14TIONEO CODE, - 1J4"9 TAPCO4 ANCHORS. AS MANUFACTURED BY LIM `BU6DEK, INC.:
<br />FOR A WINO. SPEED AS 16EAtii7R£D BY RHE. JUR6ANCTMtN WHERE" THESE ?INUITERS. W$l 9 I'tST AND - $tic 10 PANE3MATE FEA(AAE IO AND IeANELMATE PLUS ANO4pRS,. AS MANUFACTURED 19Y EA:T30 CCNBTRl1GT1DN PRODUCT'S.
<br />FOR A DIIECTNJINA.m FACTOR Ae'-D$5. VSMEIO NASCE T-To AND SMALL NOT, F,XCEED 1kE MAXIM:D.) - i/4I1 it+; SCAEl45 PER HAS.
<br />`
<br />- 7 16`e r S
<br />RN, : 9Y , O 19c PRESSURE VITRO$ INDICAIW ON SHEETS 7 THIRD 12, 14, 15, 14, 19 & ZO, f J5 WOOD BUSHING. AS DI5iRtl61�YTED ALL POINT "_cl", BOLT h WMALly Do,
<br />114 ORDER M VERIFY ME ABOVE CONWIDN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7_76 C.1) MINIMUM TFmEADEO PENETRAnGM INTO YeO06 O' TAPOON ANCHORS .`;oiptk K 1 1f2`.ANO 2` fIDR .FLOG PANFLANi'E PLUS
<br />SHALL BE FIRST REDUCED TO A.S,D. DESIGN WIND LOADS BY MULTIPLYING MEN BY DA IN Doom To ANO PANEYAIALt' PEMN,E 10.
<br />COMPARE THESE W/ MAX. (ASM3) DESIGN PRESSURE RATINGS INDICATED ON 58WM 7 THRU 1?, 44, 45, to, TO & 2o,.
<br />C.2) MINIMUM r4READEO P•sirmroN of LAG, SCREW, INTO THE W000 rsAME LAII stoa of t 1,1r. No THREADED
<br />IN ORDER TO'YERIY THAT AID TKN 1105 P:FA. AS TESTED WERE NOT OVER STRESSED. A 33A INCREASE w ALLOWABLE PEfM€MPON MID STUCCO SHALA, BE CONSIDERED AS PART OF THE 4EXIMREO THREADED PENETRATION,
<br />STRESS FOR WIND LOAM WAS 13Q7_ USED IN. THEIR ANALYSIS, FASIENEIRS SPACING TO WOOD HAS BEEN DETEAWNED IN
<br />ACCORDANCE WITH N.D.S. 2018. C:3) MINwLIf EDGE INSTANCE OF LAG SCREWS, INTO WOOD SK41 BE AS 040iCATEO IN TTM MARIO
<br />STORM PANEL'S ADEQUACY FDA IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WON SECTION 1626 OF
<br />CA) MINIMUMPET PENETRATION 'WHO 9U5FINti SHALL BE 5/8'. 1/4'e--20 SCREWS USED SHALL BE M 1/2' LONG MINIMUMTHE ABOVE MENTIONED CODE AS PER HURRICANE O"'EERM & TESTING INC: ITS 9B-5BH. 96-574 & 96-730 AND
<br />FENESTRAITDN TESTING. M I o, REPORTS 12032 at #2126 . AS PROTOCOLS TAS-201, TAS-202 AM TAS-205. SNOULD .i'CUUfC4 E1(IST. AND 1' 11MIMUM FOR WALLS WITH ND STUCCO.
<br />NDARFCAIV BST tA8 OF SOUTH FLORIDA REPORT It0219.07-08, AS PER TAS 301, fiAS 207 AND C5) IN CASE THAT PRECA+'I STONE. OR PRECAST CONCRETE PANELS SIVOCID OR WOOD SAS BE FOUND ON THE EXISTING
<br />to W 03 STANDARDS.
<br />2O3 STANDAIm'S.
<br />WALL. ANCHOTAS
<br />2. ALL ALUMINUM EXTRUSIONS TO BE $063-16 KLGY AND TE1aPER. (UNLESS OTNERwrSf NOTEIJ), SEE SHEET 2. ARCH R`'' L I.CMG ENOUGH TO 1iEACI1 THE AM $TRIJGf11•SE BONING SUCH PANELS,
<br />NLTNSkr2FCE BE AS MENTIONED IN C-Y}, CS) & C 4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-814 ALLOY. (0) ANCHORS SHALL BE IMMALIFD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AWUIFKNRFR.
<br />A ALL SHEET_ SHEET METAL PANELSSHALL HAVE SAUCTUWAL DUNItt $TEFL. AST9r A-653 GRADE SO MIMMLIL G-6tl $, PANELS MAY ALSO BE INSTALLED Ht ROG NTALLY fOLLOW3No INSTALLATION DL74 iLS SHIOMN ON SECTION 3 MKUGk 10 CSHEEIS 4
<br />OALVANW STEEL DESIGNATION Writ. W5 hi (AFTER ROLLED).
<br />THROUGH $} EXCEPT THAT kff/AERIS ('�) & Q SI4A91 NOT BE USED,
<br />5. ALL SCREWS To BE STAINLESS STEEL 304 OR 375 AST SERIES OR CORROSION RESISTANT COATED COMM STEEL AS PER 9 R 'SFWJ_'EM THE RiSPOAISiCL11Y OF THE CONTRACTOR, 10 VERITY T1$ 50UNDNESS OF THE S'PRU4TURE WHERE SHUTTER S 70 iMc
<br />W/ 50 Lai YLEtO STRENGTH ANO 90. kaH TENSILE STRENGTH & S7iN1, COMPLY W/ kI;17RIDA TAKt0I/0 CODE.
<br />SE ION 2 ATTACHED To INSURE PROPER ANCHORAGE..: THIS SHUTTER SHALL ONLY BE ATTACHED To CONM IE. 940GK OR WOW FRAME
<br />41.. 4 SECTION z 7 3 3. BYkJ2IM7S.
<br />$. 75 TO AS1M A- I STAI BW 3O7 .FA.VAfN12E0'SD:E7., OR MIS. 3D4 SERFS NL%SS STEE WTnf .1$ Ts! AM"MUM'YIRD
<br />1.
<br />STRE.NGON. to. EACH REGULAR STORM PANia WITH LENGTHS OVER $ $THROUGH t2 -+: AS PER 5R",'RON9 IL $. B & 10 AND ALIEM4LDVM 8W.
<br />T ANCHORS T'0. WALL $HALi. BE AS COU.OWS: 9W & TOW ON St1EETS 3. 6 & 12 IESP, EOTri4:L1 t` SNMdt. NAVE A Lt'EaBLE AAA? REAOtLY V1S161.E MARKING INSTRuCr"G OWNER OR
<br />TENANT TO SEGLK PANELS WITH APPLICABLE rONFORGEMEMT DURING PERIODS OF HURRICANE WARNING,
<br />(A) ifL..E2SIS31E,Nn. 11 THE Ats.TAAATiON cONT{t IVOR IS To CAULK ALL 'SHUTTER COMPONENT EOUES FR$CM REMAIN IN CONTINOOVU CONTACT WITH
<br />TAPCON
<br />- 1/4"A
<br />ANCHORS. AS MApNUFAC'rUdNDt BY LT,W. SUILOEX. INC. (Mill. f 31D2 4.) THE BUILDING 70 PREV,ENT "W"- 1/4' • 4 7/B" CALK-10 fNC;HORS, A5 MANUFACWRED BY OEWALT INC, (MIN, I'c- P: t,
<br />- I/a"p x 3/4" SOLID-'afT ANCHORS, A5 D15TRI$UTED BY ALL POINT SCREW, BOLT :c SPECIALTY CO. 12 STORM PANCL INSTALLATI SHALL COMPLY AM SPECS INDICATED IN `MS DRAWING PLATS ANY:'. BUILDING AN0 ZONWC REGULA ITS
<br />(Min. I'c=3QOD P.tvLj PRo'fst1ED BY THE 4URISDIOTTON WHERE PERMIT IS APPLIED TO.
<br />- IIIII t PANEUMATE FEMAtF &. PANFLMAtE PLUS ANCHORS. AS MANUFACTiiRk32 B1f ELCo CONSTRUCTION PRODUCTS. 73 (o) THIS PRO€iLX.7 EYAWATISM4 IX1cUMENT (P.E,D.} PREPARED 6v TH1$ ENGINEER 4S 62NTeRiC ANDCITIESNOi PROVIDE INFORMATION
<br />(A6N. r'ea3350 P,aA) FOR A SMYE 5PL'CNFTC PREMECT;. i.e. WHERE TFHE SITE CONDITIONS DEVIATE FROM THE P1Z
<br />- 1 J4•a OF TAP-ORLP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (ra-360O I.A.H.)
<br />A�lj MINIMUM EtU#DAIENf # TAPOON ANCHORS INTO POURED CONCRETE SWILL 1 3J#': ?" FOR PANtLMATE FEMME (9) CONTRACTOR TO is RESPONSISLE FOR THE SELECTION. PURCHASE AND INSTALLATION K%UgNO LIFE SAFETY OF' THIS PRODUCT
<br />BASED ON THIS PF.O, PROADID HE/S7E GOES NOT DEVIATE FROM THE CONDD4W DETAILED ON THIS DOCUMENT
<br />to MIS PANEMALT£ FL175 AND i 1 fe" FOR OF TAP-GFRP ANCHORS. CONSTRUCTION STFEEN AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A2) CAK-IN 8 SOW -SET ANCHORS SWVi BE EMBEDDED 7/$' INTO THE POURED CONCRET€ NO EMmomENf INFO (t) THIS PRODUCT EVAU A710A DOCUMENT WILL BE CONSIDERED MAIO IF MODIFIED
<br />STUCCO SHAL N'F IRtTED. 1r4" 0-20 STEW'" USED SHALL BE 1 1/2' LONG MINIMUM "AD STUCCO DaST.
<br />No t' MINIMUM FOR WALLS iWT)1 No SnOOCO. AND MAY HEADED SCREWS OR ALL THREADED SCREWS W/0 WAD. (ii) SITE 5PECIM PRDAM SHALL BE PREPARED BY A FLORIDA. REGISTERED ENGINEER OP ARGHD`FCT WHICH WILL BECOME THE
<br />IAIT WITH WING NUTS - ENGINEER OF RLOM (E.O.RJ FOR ME PROJECT AND WHO WILL BE AesPOWjez FOR THE
<br />PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A,3) IN CARE THAT PRECAST STONE. PRECAST CONCRETE PANELB, PAYERS, 57ilCCa OR WOOD BOARDS $FOUND ON THE P.E.D, ENGINEER, sRNLL. SUBMIT TO THIS UT1ER THE SIRE SPECIFIC DRAWINGS FOR REVIEW.
<br />EMSIRNG WALL OR Rook ANCHORS SHALL DE LONG ENOUGH TO REACH 'ME MAW STRUCTUP.E BEtH1AW SUCH
<br />PANELS ANCHOR4GE SHAL BE AS MENTIONED IN At) AND IN A.21. (6) THIS P.EO SHALL BEAR THE DATE AND ORIGINAL SEAL AM S GNATURE OF THE PROFESSIONAL.
<br />ENGINEER OF WORD THAT PREPARED R:
<br />(B) iO fY,15Fh,F !MOM-•i#'tF -tYx WA I- .,.-
<br />t/4` 9 TA7 ' #1OHOA5 AS 14 SHUTTER UMNIFAMRIEWS LABE`,L WALL BE LOCATED ON A READILY MSMU LOCATION AT STORM
<br />AC MANU BY r, T. w. BLNWALTLoM INC. PANEL, SHUTTER IN WITH SECTION 1709.9.3 OF FLORIDA BUILDING COOS LABEL
<br />IORS,
<br />- 9/4" a > 7/R" CAL45a±N AAK;NHORS; AS MANUFACTURED BY DEWALT INC (MIN Mc'-I500 P,ATi SMALL BE PLAM FUR EYfSFt' OPF;TiINO. LABELING TO COMPLY WITH SECTION fMS,2 THE
<br />5¢{3O-5ErANCNMI AS 01Si1118VI®' BY AJ: POINT Softy, SILT' Q SPECIALTY C11 FLORIDA SUR: D COW
<br />Left, r—law I.. I.) THIS DRAWING "U. ONLY $E USED TO
<br />- l'14-10 N'iNEL ATTE FEMM:,E. ID AND PMNQMATE PLUS ANCHORS. AS MANUFA:CTuM of E= OwslAwltON
<br />PRODUCTS (ATRN: f'c-2471 1ks.t ) 111UMMIINFiN MAN PERMITS IN THE STATE OF FLORIDA
<br />- r /4- . OF TAP -MP AS MANUFACTURED BY TRU-FA57 CDRPORAT1Ot A��a1R �• 7/� "
<br />Q~
<br />`,"t•••....' FLORIDA 9UiLOIN10 CODE (High Velocity NmYlcane Zoti#)
<br />0.1) EMBEDMENT tAPOON ANCHORS, ELGD PANII.MATE9 AND. OF TAP-GR#i ATV£NK)R. INTO THE Y
<br />01.0"MINIMUM •
<br />1
<br />aLCCK WHO SMALL BE 1 tJAL'., S ' 42aM TATE4V. Mt.
<br />No, 4 s 2a "a GALVANIZED STEEL STORM PANEL ul TIP N m
<br />167
<br />9.2) CAL K-IH & SOUO"SET ANCHOR$ SHALL BE EMBEDDED 7/S' INTO THE CONCRETE BLOCK. VW7 NO S _ -
<br />- F
<br />TWO STUCCO 5NLAt;. 9E PERIAr", !/4' 0_20 SCREWS USED SHALL BE 1 Tf2- LONG U NINVU S TOV CO ,- ., GLOBAL PROTECTION P I)CtriT$, LI.C.
<br />EXIST, AND I' MINRMW FOR WALLS WITH NO STUCCO. - "O M
<br />s Y i I. CI E% Esc
<br />y ; LSy7A7 OF +eC
<br />i i0% fi k [a9aMELsa O WIMPA 4Y DW G TL 731t.
<br />" [ QA Dt" ,: FA w z r m wM yp n ma P CIO taxnea F c t99.)MN .1rP 20-176
<br />,w- .Ilea An_,pR - : t°1oR m-imt
<br />%ors �. oke" its
<br />•�. md•+1E ,v
<br />AAIItSItlM21
<br />A .Man A1.. P.E W4xr t W a
<br />,I,NSMAABON DETAILS F98 REGULAR PANE CD & dA
<br />INTO EXIT NG POURED CONCRETE OR QQHCRETE BLOCK STRi,ICTURES wicam AFC
<br />MEE
<br />OorxT¢tE ANCHORS'f n + el
<br />OONpaTE AMOMO S 5i+2i3 IT T.UpI� CONCRETE
<br />t3Q SruHEwAe aN (SEE 90N4LIItE oN • rrEAE'c�wla£6' \. T
<br />SHFFiS a tiA4DLK9f 9) I •
<br />E1N9TI1G POt91Ea 1 j, 9NFLiB 9 tiMpUt9f 9) 0— o ,/yy- • s,,- BDIn
<br />i A
<br />caAGAELE REOUM6- -rF,• MAL+-- ^_711f/FT eNa
<br />- `. ".�-,� I/` 's Tom•'
<br />_ / r \\��'�e it,`\;.`•4 -£- ;, It,�/aw own ''' suss' os•
<br />_ -
<br />Doom ,, �fl v 1l % I
<br />f.'��f`
<br />P30.4TW0 PDUI@D 1 `^. 4 LAM. E,II. 1
<br />sl .
<br />i1 tfiNORE1E REWNtEOI = I ayg, ' „r
<br />Ak. .T4 4
<br />ti �
<br />� w4atF0uAe I 1 _ f � 12 idA' a,r � , T t�i� ak.A
<br />E aoWLMWA
<br />1 iF9R
<br />I 1 We,ao4mu ;
<br />a 'i
<br />1.aWTN1& 1P .bA9A 9 q DtleMN9_,J F ,
<br />k ALP i
<br />I To oo&L
<br />WASS
<br />f N
<br />I 1 3$
<br />i r EXSTRM P4ltRF�1 Eo. , eta
<br />EKWM } I
<br />t - _. Aw N,I • i r i r l� `•� CONCRETE
<br />_. ` ,\ _ _._j BOR
<br />CONCRETE $DEi,OCTI I CWCAEtE L ;
<br />REGRREA. i 1 WNCRETE BLOCK ;' -
<br />IL.,.,s� tttit'4CR ,' __ _S
<br />l-��� 1/Z" REQUIRED.K
<br />.9ja ;I - ( r,. IT• NYI,,. r !
<br />�_l' NincONCRE�
<br />_. (fi
<br />:
<br />'—�JN'TA-� ` t/•a-
<br />aaNP,pM , - a
<br />R ANCIOIS .. GaNCRETE ANOMaRS .'� M� a T,q r
<br />57A9CiR" Wf B'AWT-- AMA, iN 7 C,.A ;±', comagm ANpIGS ',�,. MA
<br />\ ors e 8 at A RS fA1�4
<br />O (5¢ SCTLLIIIL TIN"" ME SOMIAE ON-..>.. rw,A.
<br />. :(SEE SfSfEdRE ON .\'' eMl, a. e oA
<br />ON SNEgiS $ lHl(91AAH-9} wens a THRai10N 9) M., a INR Z 6)
<br />BANSwHow
<br />$ THRaVCN 9)
<br />SCALE 3/8 1" RcAUS 3/0SCALE S/a.l. SPINE $d$A i'.
<br />' 1 % ED. �SEE EDGE DISBUNCE .
<br />�sw t SCHEWLE ON
<br />SHEETS a & B)
<br />t4TN)TI or 5 tomT
<br />t2 Tr!! y TOP & BOTTOM NOUNiiNGS CAN HE
<br />1 Ib,4 1 8 NNHa� ANT Neff,, COMBINED IN ANY wAY li) SUU ANY
<br />INSTALLATION,
<br />-
<br />�.t•,•d(�T
<br />PDDA D S/AtM , 11 v FLORIDA BW(DNO CODE Ni h VelocityNWFIcone Zany)
<br />- * i• % • NaNOjp t0.TgOo, MIX. 2D D14iNT DALVANIZEt) STEEL. STORM PANEL 000mI.P.er.
<br />REOIIRED. �SCNffp1t
<br />,I/ _
<br />sNExT6 6I ROUW 1n rs�j'•. "Aeie
<br />GLOBAL PROTECTION i3ROOU
<br />Op._..si $ e i.. 46oe 9.W. Sq. ffiIREET u+4. OH c -
<br />CrIUNG AN.t�,; •, tlR Q
<br />SS '•.« •` ., ... T e :COMPANY TY91L R Am"
<br />N, r NN,Rn ME w M.14ao"W, aTl.p 9Ha1S: t$F0 2D-i76
<br />M 4P-7L44 fft Dw Axe9.6T9T
<br />3JBIE
<br />SCALE 5 NAN NMI. �. _ ;. n-w, AwlMb,_,.aA, FN,DgT 4t1-19#I mulNfe Mac
<br />TLIdRAIEw MwWe, .aA w sr M,,. iM[
<br />InnSEAL 01, 1 't,Olr« P,g:. u I , 44167 1 '13Te[t'f O 11A
<br />11410. 20.ar-11103. , 3
<br />Q__ NiAIgRIRtAL CHARACTE I_STICSi.,i4NDlPECIFICATIOW-
<br />Shall be`strictlyin accordance with General Notes and Components indicated on
<br />sheet 'i 2 c I e and 22 of 26 of Product Evaluation Document ( P;E.D.' ), drawing
<br />N. 0-17B. Anchor i I e s. dt 0 2 - ch r specifications shall b a Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D:). drawing No. 20-178,
<br />7.- LIMITATIONS AND CONDITIONS QF USE.
<br />7.1. Shalt be strictly in compliance with General Notes Fite, 1, athru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4-and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P,E.D.), drawing No.20m,176
<br />prepared by Tllteco, Inc. and stoned and, sealed lby WalterA, Tillit„Jr., RE.
<br />T2. Product maybe installed within HIGH VELOCITY HURRICANEZONES°as
<br />defined, on section 1620.2 Of the Florida Building Gone.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President ofTilteco, Inc. (Florida CA-0006719),
<br />WATiLL
<br />D'1 THLTECO ADMO14 RECORDS T P.E.REPORT.2D kGLOBAL, PROTFCtiCiN PRdDUCTS. LLC 20 GAGF
<br />.GA.VANt$EO STEEL STORM PANELk DRWO #2D-'f761 REPORT 62D-0"&01
<br />Il II Iwo, I ECO INC_
<br />TILLIT TESTING 11. ENGINEEPING COMPANY
<br />WA R.AT)LLIT-R PE_ F-
<br />aom
<br />7Rr RR-01YUCT EVALUATION REPORT
<br />A&V
<br />- - N'LL.A. LIIaA,e ^Ta. b)66719
<br />REPORT NO.
<br />20-0727,02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY.,
<br />Shutters
<br />PRODUCT SUS-GATE40It1F.
<br />Storm Panels
<br />PROD CT INAME
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protecuo_n E mducts..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 Walter A. Tillit, Jr., R.E. (System
<br />iD # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61 G20-3, Method 1D of the Florida Department of Business 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 wlih the 2020" Seventh Edition of the
<br />Florida Building +Cade, and to verify that the product is for the purpose intended
<br />At least equivalent to that required by the Code. p
<br />This Product Evaluation Re ort Shall be subjectto review and revision in case of
<br />p
<br />a Building Cade change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />21 PRODUCT EVALUATION DOCUMENT (P E,.D
<br />Drawing No. 20.175, titled "24 GAGE GALVANIZED STEEL STORM PANEL°,
<br />sheets 'I thru 18 of 16 prepared by Tiltteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is art inte IAA ttn6N Is
<br />Evaluation Report. za`_s TlJ'r,,y
<br />615S XW 36th Street, Suite 305,, Nfinut Florida 3316E -Phone: (305)
<br />1
<br />OMPONOTS FOR REGULAR NBC LIFE SAFETY STORM PANEU
<br />(SCALE 1/2-T")
<br />(TOTAL MAD1Yi}.»-:-.-_..._..,-:._......15.146'(TOAI r,YDiN)----- __. �.�
<br />r+. •••12_SOO` (tom WIOnI}- �-�__��..�....�._.",; j
<br />I. 1 ._._.._,._..,.,,._._.._.., w-T,3SL1`• t4.3,35D ! ' x..$o0` i I...A Wbw
<br />i r
<br />qq i o3e• NUN. D THICK
<br />-,` " O.OL. 41IN, iioC4c. .<s ! 'i ,: w MfE78M;,;F..
<br />r;*I' �' 'wti A'+TN A-693 7 �yy�
<br />+ " 3 N1E3t1AED r j I Go" 90 WIND! T'
<br />fir 2.657 2,$
<br />N,,Tg},L ET)OE ! l,,P� f , t G'$a O,V.V...
<br />Ts T
<br />TYT'.
<br />A" ASS! 2.DW' .2"F• a HENETrD I
<br />GROVE SO MAN" OETAL �J --E DETUL
<br />�
<br />1i- ONY: ...,.I
<br />'-2 1 DGE
<br />ft'Ari A ,; . 4&6 131ETAN. A
<br />•-I.SIXI D 1, T.3Sti' '
<br />STORit PANt L END STORM PANEL
<br />C
<br />i.n 2.1or
<br />RaV£E."a ,fry, O 1$ `' l 100' li 94 .125• 7'SO• 1 4^F-2D, t Ili-IG. • ,2
<br />cn .
<br />Wf ! FOG'E`-,.. ` , i .1W R 2SG` D'- q '-f i-. yY.l .. ' i-_.SS Ia,EJED .? u7b0`
<br />To ANGLE a ls'OSA
<br />.iGO: jl .093` � 1 ,..� f 12
<br />"I. - 1,SGD
<br />SEE A39 .9Ai SET
<br />.. ,-MAIL
<br />P.
<br />NEM�'ate'
<br />1. N7 0. .375...
<br />S
<br />Mal....,_._.,...«...-..>......r.
<br />Hotk_..___....5"
<br />ISOMURiC DETAIL A "', �2,0W'<
<br />VIEW
<br />ROUNDED ttitAiJER IA: ENDS AP PANEL'S R.00R"—
<br />�R:�.�.g�,
<br />END LIP w/ HEMMED EDGE. " '. EtEAOER " .� ANGLE WITH STCCO ANGLE WITH
<br />IL AIIS(1LE` � �
<br />(N.") � �
<br />REVERSE STUD
<br />mom
<br />1 i ,
<br />l - �( 11r4 a 2J14 P.344' '(yp� 10P EDGE -374 ,374' . 750 (.«�..
<br />i - `._-_.- �1.3811° "td' I,ATAL :1B$=h � I_• _f A88s.�., .a- j. ,310 725'""3�4. 4TW t6vETOT
<br />..._...-T__
<br />I. 1.407'I.D53" ' i .375' -y3 { T 11:D .6.0.6' .. ,}.. I... l I +YROF & i.2 t/7' O.C,
<br />1 I I " 1.B71' 7.6�i' ♦ y 1, " NOW f---I
<br />, 3".750-
<br />18Y HOLE FOR �fJ{y.yj�'�jl','.D141-
<br />'-LOPATiOO AT
<br />EVERY oAXAP'
<br />PANEL N - ANE .a63- mc
<br />.$25". 2Dm — 1YP1
<br />7.ODO" KEY HOLE WASHER
<br />r-ow: �� �,, 6 NF* TRACK ANGLE B�A Aa �"r` JR&M (� }AT PLATED
<br />O,caB' (NS '^ A WITH STUD
<br />i GALYANITED -
<br />M*, 1w Lim
<br />Y to 3 atT:`'"GEM T' Ways
<br />37$yA 4.876'e
<br />a7 i' " - -..._i iA ND, 44167_
<br />'
<br />.FLORIDA BUILDING CODE (N) h Vekct NuYFiCone Zono
<br />r BarraM ;
<br />D63 ' 1 NtCKEt PA1EL_ + ATE Atiam TA7MIO 9A 20 GAGE' GALY#NIXED STEEL SfDiDi PANEL rx.
<br />I....__" .i2S-' b.-_9875' W,I NUM?':. tl a+WYN BM
<br />0 KEY 1lOLE y.tr ` .,„. Y7/E6/30A
<br />2Wo' �T q��1�-E C y �s GLOBAL PROTECTION PRODUCTS. U.C.
<br />AT j2 j, :AMA IQ
<br />I L E C O.iN4:6
<br />s s s ,,.
<br />tnMM 7_.__---^'
<br />MIN SSK 91 STREET
<br />a X7 Xt / 9 ♦ AMR'. TL ]33H
<br />ATQtINTA4IY, 4RiL` NLn 'ejOUT f�••• AMi r�,,sF44 A.1-G.n AnM F51tiC co.ma-76A@. FAIL M•9•IeA-e791 20-176
<br />li f{lttJtllM ANfdC 11aRcdOrT9c WASHER Wd ADDITIONAL .Ow An-ns.a:: tMp nl.,a,
<br />v'•�••_-a • 7/r"3/32" WASHER MIAN1ESr CA-OW87t9 as Wows, sa or w,nar Nn. RANYWS Me
<br />STEEL DR, won PLATED ST1113.}. :,E. SRN( MItNU/a4TE N.UEA A 1iOMf A..9PP£. + ae E - -
<br />_
<br />Doom I
<br />CONORM
<br />RODURIX,
<br />co"DRE/EEE .A
<br />AEou,I>ED.
<br />louSuNo POUREDCONCRETE OR
<br />C
<br />C BLOCK
<br />.___... tecouoEG.
<br />CaNtN m AICNOTts
<br />It Ila
<br />S 6T9 $RRidOL�E�9)
<br />NEW I' WOE ItVARIES x 1/!r ,
<br />THICK ALOW TUBE DR 1' 4
<br />PT, WOOD PLATE SPAM ' r
<br />f "
<br />R
<br />Fn
<br />,•aa• Iz..n. Tx. �.r •wig •:a,A.`,A4
<br />•tr • .
<br />N,.
<br />DID QUI WOOD
<br />IN COMMBLOT OCK STRUCTURES ON= I3 OR
<br />4-LA VAUD MR NW& Uff WM l E=Z HANG SMRM Plaid. SYS0
<br />1 MA,
<br />1
<br />( aask, IA r,T mA l IL -^Tula
<br />�� A fPLANI. laR',w]
<br />,,.,..mb...,, BCALE 3dirMT` 1✓AavAll
<br />} CASE 2 PIMA}
<br />egaxrxTw `IM "e`roe 2 tr2t , t
<br />£�i'}s40 r ti '15w�
<br />V.
<br />G LAN)
<br />_ "°
<br />N. ,d4•)-- ; Ia' r , 'izP Wwc ,,pu9 . ,+'*,wnw aaaM�a 11
<br />ii 'M• IMm•* R'`` 91:'A``yi d'. �1:M ''n"w ' ` iatMli eNiK4 I AMR- I. flog
<br />6 1,
<br />\J '
<br />WOW - M OFEY 9AMPAN1 RNM1 R4 Y rrt 1a!" MA i
<br />_D. EDGE DWA.NCE 1
<br />(SEE SCHEDULE ON "'✓ a1 ,��3E R����
<br />SHEETS a & 0) .-. SCN:E 3J76•.I^
<br />I
<br />NM FOR 92MMEM DE SFC.T111Atc:
<br />TOP & BOTTOM MOUNTINGS CAN or-
<br />COMBINED IN ANY WAY TO SUIT ANY IrA$E. E [PI.ANi
<br />INSTALLATION. !e'CALE 3dL6-'i'
<br />44167 IS _
<br />.2�o i9
<br />i EE C O IItic. XN4oO
<br />20 GAGE GALVANIZED STEEL STOpA PANEL
<br />IN
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />a
<br />T'ART,
<br />IIItCtw .'
<br />cw. 51 magi
<br />RARE, PL. 33314
<br />2I)-178
<br />.
<br />x Mm W Wba, A WPM I W s SN4,
<br />"cut` tosg6t9-Ims. K1c otmQuo-am
<br />mHO,iYabi2 uZ, 2
<br />Large missflkimpact load tests were erforredu und
<br />er SSTD 12,
<br />39 standard: as
<br />r sectio
<br />n 809.1.2 of Florida Building
<br />pet n 1 O da Bu toms Cade; Uniform static toads -as per
<br />Section 1709r.8.3r A , per 8TM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 08 ,4.01-01 dated 03/11102 witnessed by William
<br />R. M e .E. oz ehD r, P , oriz B Mor , P,E, and Henry Hattem, PIE. and Report No_
<br />0219.01-09, dated February25, 2t709, signed and seated by Edmunds
<br />Largaospada, P.E. and Henry Hattem, P.E. Large mfsslle impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Bu di . Code. e.. Report
<br />il ng Test Rep 1't prepared: byAmerican Testing Lab of South Florida,
<br />Report No. 1123,41-10, dated November 23, 2010, signed and sealed by Julia E.
<br />Gonzalez, P.E.
<br />Ten Ile to G s st report No 9 M 196 by DC Metallurgical, Inc.! dated March 13s 20110
<br />stoned ds 1 F E r n tooled rank Grate R. as e A TM E-8 n
<br />fi by . p S and Tensile TPrjst as
<br />per QC Metallurgical Report No,.1`4KM-1318, dated Decembers, 2010•,signed
<br />antl sealed by Jerry JacloNno, P.E, as per ASTM E-8'.
<br />2.1 STRUCTURAL F GIN NEWNG CALCUL/tTItiNS,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wand load, as well as maximum anchorspati ing vs, design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code, Calculations prepared by Tiltato,
<br />I nc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A. Tillit, Jr.,.P.E,
<br />3 MIRySILE IMPACT RESISTANCE;
<br />Large missite impactundersection 1609,1,2 of the Florida Building , as per
<br />er
<br />SSTD 12.9$ Standard and TAS 201
<br />WND LOADS RESISTANCE`.
<br />24� Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated, on shoots 3, 9, IA 11,
<br />12 and 17 of I of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Sparing shalt be as indicated on sheets 5, 9, % 11,13 thru 16
<br />and 18 Of 18, of Product Evaluation Document (RE;D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous Storm strutter assembly, as per SSTD 12.99 Standard.
<br />2/4, 3/4. 4/4, 515, 7/5.
<br />10. 2W/10, 3W/10. 4w/10.
<br />W, 6W/i1 k 7W/11
<br />NCHDRS: FOR CONCRETE BEE SCHEDULE ON SML'ETS 8 W
<br />FOR vim SEE SECTIONS ON SECTS to & 11
<br />O O
<br />9 INSTA-.TIAN`
<br />Installation shall be performed strictly in accordance with details indicated on
<br />pe Y d ed
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document P.E.D. ,
<br />( )
<br />drawing Na. 24-175. Minimum separation to glass shalt be as indicated on
<br />sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D:), drawing No. 20-176,
<br />6, I4ATgRfALCHARA.DTWMC& AND SPIECIFICAT,�ONS`
<br />Shall be strictly in accordance with. General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product'Evaluation Document {P,E.D.); drawing No.
<br />20.175
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document P.E;D. draiW No"26-
<br />( ), nA
<br />7. LIMIT A- TIQM AND CO piT1ONS C}F USE-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />Pre -Pared by Tiiteco, Inc. and signed and sealed by Walter A. Ti1111, Jr., P.E.
<br />7-2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defirtodan section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be installed into pouted concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tlflit, Jr., P,E', (Florida License
<br />No. 44167) President of'nke o, Inc. (Florida CA-0006718)
<br />WATTLL
<br />D•T TILT, ECiiADMON REVORD.S a P, E. REPO RT.2I
<br />GA,LWSNI2ED-STEELS}•ORM'PANEL IDRWr920475k
<br />6/5
<br />is
<br />i I 1 I I 1 _I l3tN_TEn pM1F15 w/ i%+r-20xi"- _ -_.
<br />H5. M.S. BOLT Wf -1/9' 3f32•
<br />i i I 1 ! I WINGNUTS O EA. OVERLAP
<br />l_ _I— __ , , J.
<br />_.�-,. MIN--- 1/4, 2/4, 3/4. 4/4. 5/5. 7/5, ---1• MIN.
<br />�
<br />iW/10. 2W/10. scar/1o, 4W/10. 6/5
<br />5w/10, SW/11 Hit 7W/11
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS $ & 9_
<br />FDA WOW SEE SECTIONS ON SHEETS to It it v �'
<br />REGULAR STORM PANELS ij& iA ELEVATION
<br />NT:S.
<br />2.67'•
<br />OAK OAMLAP' ai WMKIE VALEYi
<br />MAX_ GAP
<br />1/4' -Mail. CAP
<br />e Ntd 44167
<br />coNcRETE
<br />REGUCONCRETE BLOCK -- dR WNCREIE Bt:OCK
<br />REQUIRED REOLARED
<br />CONCRETE ANGHLNS AtctroRs ,,,
<br />r--r$EE SCHEDULE ON SC 9LY IDNE ON S¢E E
<br />SHEET 9) I SKEET 9) I SHEET 9)
<br />f
<br />ICaNCNETE OR
<br />BLOCK
<br />REQUIREDINSTAU
<br />SCALE 3/B-1'
<br />w r
<br />L
<br />4
<br />tCLf%1WT A GCNI
<br />A.
<br />N
<br />9
<br />I
<br />L
<br />SOX L
<br />/e32'I
<br />A
<br />501E
<br />OF V
<br />MAI
<br />/4' S.S, BOLT
<br />W WING NUT
<br />Q.C.
<br />s _i • • . 1
<br />77111 M .7
<br />IdFOR�EIN OF SECTIDNc_t
<br />ED. r EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & apTTOM MOUNTINGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />D
<br />i
<br />m uaMN IT,
<br />T4Ai3 � I
<br />94YT D � gg �Nor-
<br />d Gtl
<br />i:'r=ac7 I
<br />(s9�aa+� r1 i Syr e
<br />idA1. iRtr f�FIGI —� � d
<br />AfSiM. i
<br />OF
<br />dri> rr 7"a%. I MAIL
<br />F�
<br />4r i0 AVEw, Wc.
<br />20 GAGE DALVANiZED STEEL STORM PANEL
<br />oRwaN IN,
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />efmRo
<br />eT/xRAc
<br />L i!« C O /Mc.
<br />MQI STY. 91 SA4iT
<br />fY101S i�4Ts s F,NR1i9s4)mv-e7PA
<br />ate, a - wrM 4•APW. A Ais
<br />20-176
<br />OAIs.l6 Na:
<br />FOR CONCRETE SEE SCHEDULE ON SHEET 2,
<br />FOR WOW SEE SECTIONS ON SHEET 12
<br />L$Y 3• Haar.
<br />SAP .r wNIYE %wirA s.-......,. .-A- 1• t&`•;
<br />FOR wow SEL SEcNIMNO UR UMMI i[
<br />ELEVATION
<br />j
<br />REGULAR
<br />STORM E1sj
<br />1
<br />1/4" M.91. RAP
<br />I
<br />2:67•'
<br />TAN f'P, s,1 W6R%.E.' MAtET}
<br />*4.
<br />, tf&,«
<br />*sue..
<br />AN I'
<br />t
<br />« _._..
<br />(�ry�ROUL E ON
<br />Ile
<br />��V��
<br />h OR
<br />����A-^
<br />SCALE 3r32'rl
<br />CODE
<br />-1--i
<br />Q)
<br />Q)
<br />N
<br />O
<br />-C
<br />U
<br />N
<br />Q
<br />!�
<br />O
<br />.�
<br />L_
<br />-�
<br />CU
<br />Q)
<br />-F—•
<br />C
<br />(3)U
<br />co� C
<br />—CIO
<br />-L
<br />�
<br />O
<br />0
<br />Q
<br />—O
<br />O
<br />M
<br />O
<br />O
<br />U_
<br />O
<br />.—
<br />>
<br />-�
<br />-0
<br />Q)
<br />E
<br />L_
<br />Co
<br />O
<br />Q.
<br />(10
<br />Z
<br />Z
<br />W
<br />J
<br />♦'� Y.
<br />f31 •L7
<br />� W
<br />U
<br />r. o
<br />t d
<br />v
<br />C
<br />Lea.
<br />cc C-0 M
<br />m X
<br />12
<br />cz cm >
<br />in
<br />-a N
<br />fA3
<br />cu O cu
<br />3
<br />=
<br />2)
<br />+ la
<br />w
<br />V Q
<br />Lv W
<br />f? 4)
<br />c am
<br />F
<br />to
<br />Tgl E-
<br />o
<br />Fa is
<br />t.-
<br />cVt
<br />LU
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />d.
<br />SHEET NO.
<br />SH 1.0I
<br />IVA
<br />
|