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<br />//T_1 L IECO tNc\-
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />____
<br />WAT �-Jt A,TTLUT,JR.,.11,15, eta Z 1401111
<br />, vl.��!Lwv. 441477,
<br />�L.Ll-�K'N',K)eiTly
<br />I PRODUCT OtALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July.98,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-CATECIORY.- Storm Panels
<br />PRODUCT, NAM Ei 2o GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Pixitil0lan Produck UC,
<br />4600 &W. 61 Street
<br />Davis, Flarida33314
<br />1..,PU 0SLOF EVALUADON;
<br />This is s'Prpd,uct Evaluation Report Issued by Walter A. Till It Jr., P.E. (System
<br />ID # 190P) to the Global Protection Products, LLC, Rule -ChAptet No.
<br />61 320-4, Malthlod I 6 of (he Florida , Department of Sualness And
<br />I
<br />Probsigional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been veriffied for compliance In accordance with the 2020 Seventh EdfilDnof the
<br />Ploeida Building Code, arid to verity that the product is for the purpose intended
<br />I �
<br />I -
<br />at least equivalent to that required by the Code,
<br />This Product Evaluation Report shall be subject to review And revision In case of
<br />a Building bode change that may affect Its limitations and conditions
<br />I'Lf-VIDENCE SUBMITTED.
<br />2.1.,PRODL!CTMLU �TIQNDQCUMEN _.E.0 -
<br />j (_R_ _L
<br />Drawing No. 20-176. titled "20 GAGE GALVANIZED STIEFEL STORM PANEL",
<br />sheets I thru,26 of 26 prepared by Tilteco, Inc;, signed and, sealed by Walter- A.
<br />Tillit, Jr-, P,rE,; dated 0,712812020, This drawirtV It an integral pra�,,%Vpl�s,
<br />' �
<br />Evaluation Report, 'q.
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<br />_�_ I - 1 No, 44167 -.
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<br />635i,5 MW 36th StMet $ulte 305, Miami, Florida. 33166 - Phone, (3-05) 871-1530
<br />PR0DUCT_01AktAT1p,NREP01CrN0. 20-07=01 2
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<br />2.2; TEST REPORTS.;
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />,
<br />201, 203,4# per section 1626 of the, Florida Building Code. Uniform static loads
<br />, I
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, lnr,, Reports #'96�569 dated 08/09/1 996, #96-570-dated 0911811996,
<br />#915-1`36 dated b912011996 all three Etigned and sealed by Hector,M. Madih, A,
<br />, I
<br />P.E., Fenestration Testing �;aborafory, , Inc. reports# 2032 dated 0411611 998 and
<br /># 2126 dated ID/0611998 witnessed by Gilbert Diamond, P.E, and Report No.
<br />0219.01 -0% dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattern, P.E.
<br />Tensile test report No-DICIIIII-197 by QC, Metallurgical, Inc,, dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2-3. —STRUCT11RALENGINEERING CALCULATIONS,
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Wind load, as well as maximum ancharspacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P,E�
<br />3, MIS,JILE IMPAGI RESIMANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. W D LOADS RIESISTANCIE:
<br />20 Gage Galvanized Steel Storm Panel his been verified to sustain wind
<br />pressures. Maximum panel length shall Was indicated on sheets 8, 10, 14,15,
<br />16,114, 25arid 26 of 26 of Product Evaluation Document (P.E.D.), drawinq No.
<br />it
<br />26-176. Maximum Anchor Spacing shall be ar. Ind , ated on sheets 8, 9, 1 0, I 1,
<br />14,15,17,18, 10,20 26 and 26 of 26, of Product Evaluation Document JPA:D.),
<br />drawing No. 20.176�
<br />5. INSTALLATIQN-
<br />Installation shall be performed strictlyin accordance With details indicated on
<br />sheets3thru 7, 10thry 20,23,24ant!26ot26, of Product Evaluation Document
<br />(P.E.DJ, drawing No. 201-176. Minimum separation to glass shall be as
<br />Indicated on sheets 8,14,16,25 and 26of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />GENERAL 0,3) IN CASE THAT PRECAST SMNE, DR PRECAST CONCRVE PANELS� STUCCO OR WOW BOARDS BE FIXIND ON THE
<br />I
<br />N&R-IMR-K-aw mis) OUSTING WALL ANCHORS SHALL BE LONG INCOaM TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,
<br />1� STORM PANEL SHOWN ON THIS PRODLKT EVALUATION GOCUMMI 4P,ED_) HAS BEEN VERIMED FOR COMPLIANCE IN ANCHORAGE 'SHALL OF AS MENTIONED IN B,I) AND IN "�
<br />ACCORDANCE WITH THE 2020 Qih EDITION) OF THE FLORIDA BUILDING CODE (C)
<br />������ILOCKI
<br />DESIGN WIND, LOADS SHALL BE OETERWNED AS PER SECTION I 620 OF THE MOVE MENTIONED CODE_ INC
<br />- 014-10 PANEUAITE FENIALE 10 AM FANELMATE PLOS ANCHOFr,, AS MANUFACTURED BY ELGO CONSTRUCTION PRODUCTS
<br />FOR A WWD� SPEED AS RMUIRED BY THE -JURWnQN WHERIE ANO
<br />FOR A DIRECTIONAUTI'FlICTOR Kd-O,ft. USING ASCE 7-16 ANO = -a T.Cj-iN,-j,%—.�'.Sz) - 1/4*0 LAO SCREWS PER N.D,S�
<br />DESIGN PRESSURE RATINGS INDICATED ON SKEETS 7 THRU 12, t*, 15, 15, 79 81 20, - 7/16*0 A Sle WOOD SUSHINO, AS ERMISUTED BY ALL MW SCREW, 13W & WMW-Ty Ca,
<br />IN ORDER 70 VERIFY THE ABO%S CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C 11 L41NIMUM TARCADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2� AND 2- ,OR ELCO PANCLMATE PLUS
<br />SHALL BE FIRST REDUCED TO —a- DESIGN WIND LOADS BY MULTIPILYM- INN BY OA IN ORDER TO AND PAINaMALE FEMALE IS,
<br />COMPARIE THESE W/ VAX. (A.SA>) DESIGN PRESSURE RATINGS INNICATUD ON SHEETS 7 THRU 17. 14, 15� IE, 19 & 20,
<br />C41 VINIMUM THREADED PENEIRAITON Or LAG SCRVN� iNTO THE WWO FRAME ONO $KAL L aC t 112�, NO THREADED
<br />114 ORDER TO VERIFY INAT ANCHORS ON THIS PE,O AS TESTED WERE HOT OVER STRICSSFIX A = INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS NOT USED IN THOR'ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN PENETRATION IWO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREMOM PENEITIATION,
<br />ACCORDANCE WFTH N.D.G* 2DI& IN OO SKAUL BE AS R401CATED IN THIS DRAWING
<br />'ST09,14 PANEL*S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VMIFIEO #0 ACCORDANCE WITH SECTION t626 OF
<br />THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTINC NC� REPORTS ad-50, 96-570 & 96-T30 AM CA) MINIMUM PEKMT04 OF WDOG SVSHM SHALL BE S/9�, 1/4' 0-20 SCJW*S USED SHAU BE I i/2- LONG MINIMUM
<br />FICKSTWON TESTING LA13 INC,_ REPORTS #2012 & f2128 . AS PROTDCOLS TAS-201, TAS-ZO2 AND TAS-203. SHOULD STUCCO EXIST. AND 11 MINIMUM FOR WAULS WIN No STUCCO,
<br />AS WELL AS AMERICAN TEST LAO Of SOUTH FLORIDA REPORTI JQ219.07 ... 09, AS PER FAS 201. TAS 202 AND E
<br />1AS 201 sTANOARGS� C 5) IN CASE "I PRECAST STONL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXERK4
<br />WALL, ANCHORS SHALL BE LONG ENOUGH 10 RE," THS MAIN STRIUMNF BEHIND SUCH PANELS
<br />2. ALL ALUMINUM EXTROVONS TO BE 600-1Z ALLOY AM TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET, 2, ANCHORAGE SHAILL BE AS MENTIONED IN 0), 0) & C 4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAILL HAVE 3105-414 ALLOY. (0) ANCHORS SHALL' BE INISTAILLSO FOLLOWING ALI Of THE RECOMMENDATIONS AND SPECTIC4MRS OF FIE ANCHOR-5 MASUFAC71MER,
<br />A ALL STEEL SHEET METAL PANO-S SHALL KWE STRUCTURAL QUAUTr STEEI_ ASTIA A-653 GRADE 5Q WNIMUIA, 060 S. PANELS MAY ALSO BE INSTALLED HORITONVALLY FOLLOWINS INSTALLATION U94LS 500" ON SECTON 3 THROUGH ID (SHEETS 4
<br />CALVANIM STEEL DESIGNATION W/TY� 59-3 kvi (AFTER ROLLED),
<br />1HROUCH 6) EXCEPT THAI WADERSO&Q) SHALL NOT BE VSM
<br />5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 31 0 AG SERIES OR CORROSION RESMANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBRM OF THE CONTRACTOR 10 VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TD BE
<br />Iw YIELD STRENGTH AND 90 W TMSILE STRENCIN A[ SHALL COMPLY W/ FLMDA BUILDING CODE
<br />=13 TWUO ATTACHED TO INSURE PROPER ANCHORAGE THIS SRUT"I'M SHALL ONLY BE ATTACHED ID CONCRETE, BLOCK OR WOW FRAM,E
<br />24 ,�A. BUILOWGS.
<br />6� DOETS TO BE ASTM A-307 CAWAMMD STEEL, OR A151 304 SMIES STAINLESS W,EI WITH �W "I WHI61UM YIELD
<br />STRENWR W. EACH REDULAR STORM PANEL WITH LENGTHS OVER V-9 TIikWqH 12'A% AS PER SWTION5 D. a. 9 & 10 AND ALTERNATIVES SW,
<br />sw & iDw ON SHEETS 4, 6 a IZ UCIING OR
<br />I�HAVE A LEGIBLE AND READILY 'VISIBLE MARKING INSIR OWNER
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOW'-- Ag��Y-
<br />_
<br />Le RE
<br />TEXANT TO SECURE PANELS WITH IN DURING PERIODS OF HURRICANE WARNIND
<br />(A) I ;I THe lWALLATON CONTRACTOR IS TO =CAULK ALL. SOLIVER COMPONENT EDGES WHICH REMAIN IN WNTINl CONTACT WITH
<br />- III "I TAPOW ANCHOr. AS MANUFACTURED BY I.T.K BULDEX, INC, (Wri. f''I%2 P.I.) THE BUILDING TO PREVIEW WIND/KAN N
<br />- 0. . v 7/9' 1:49-IN ANCHORS. AS MANUFACTURED W DEkAET M� (MIN. I'V00 pxi-)
<br />- Il4"A, � 3/4* WILID-SET ANCHOP- As DISTRIBUTED BY ALL, POINT SMW, BOLT- & SPECIALTY Co. 12. STORM PANEL RMALEATION SHALL COMPLY WITH SPECS INDICATED ft THIS ORAVANG PLUS ANY BUILDIP4 AM ZONINC REGULATIONS
<br />P'.. I �) PROADED BY THIF AMISDO11,014 WHETE PERMIT IS APPUM TO.
<br />- ;,W�,lrt-3000,
<br />4- 0 PANELAVE FOANS ID & PANELMATE ;'LOS ANCHORS. AS YMUFACTURED 13Y ELCO CONSTRUCTION OROD'icTs, M (a) THIS FROMM EVALUATION DOCUMENT CPZ.D,) PREPAIRUG BY THIS ENGINEER IS GENM AND GOES NOr PRWOE INrONAMPON
<br />(MIN. 1'-3350 P.."�)
<br />FOR ASRE SPECIFIC PROJECT, I... WHERE THE SITE CONOMONS COMTE FROM THE P,LO
<br />- 1/4-0 CF TAP-CREP MCHORS. AS MANUFACTURED BY TRU-fAST CORPORATION (iru-3500 p,)
<br />(0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND WSTALEAPON NCLUDING LIFE. SAFETY Of THIS PRODUCT
<br />AA) WKWUM EMBEDMENT OF TAPWN ANCHORS INTO POURED G�_CRM SHALL BE 1 ,5/4': 2? FOR PANtIAIAIE qAkE BASED ON THIS PZ11. PROMOM HILISHE GOES NOT DEVIATE FROM THE COOTIONS DCFXLEO ON THIS DCCUWW
<br />ID AND FANEMALTE PLUS AND I 1/4' FOR OF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY , AT SITE is THE CONTRACTORS RESPONSIBILITY
<br />Ail) coax-iN & sourl-'ET ANCHORS SHALL w- EmezoaEO 7/a' INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) INS PRODUCT EVALUATION DOCUMENT WILL BE MN31UMM INVALID IF MODOM
<br />STU= SHALL BE PERMITTED. Ile 0-20 SCREWS USED EHALL BE 1 1/2- LONG MINIMUM SHDOth STUcCO EXIST.
<br />40 I' MINIMUM "OR "40 WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) M SPOCAM PROJOCIS- SHALL BE PREPARM By A FLORIDA REGISTERED ENGINEER OR, ARCHITECT WHICH WILL BECOME THE
<br />all, WITH mw. NUTS. ENGINEER Or RECORD (F-O.R.) FOR THE ORMECT MO WHO WILL BE Rr.SPON,10R1 FOR THE
<br />PROPER USE OF THE P.FD� ENGINEER Or RECORD, ACTO AS A OELEGATED ENOMER TO THE
<br />& 3) IN CASE I)W PRECAST SPOKE, PR�CAST CONCRETE PANIDS, PAVERS STUCCO OR WOW BOARDS BE FOUND ON THE P.E.D. ENGINEER, SHAtL SUBMIT TO THIS LAXIIIER THE SIT SPECIFIC DRAWINGS FOR R-.VlEW.
<br />EOSTM WALL OR FLOOR ANCRO9,S SkALL BE LONG ENOUGH TO ijA& THE MAIN STRUCTURE BEHIND SUCH
<br />PAITELS ANCHORA4E SKALA. BE AS MENTIONED IN A,I) AHD IN A.2). (A) THIS PZO SHALL 9W THE DATE AND ORONAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER �,- RECORD THAT PREPAIREO IT
<br />(a) a _NG , BEILZ tma-AML - D..
<br />- A Am : TAPOON ANCHORSM MAMFACTU"Mn , BY I� T W SUILDEX. INC� 14� SHUTTER MANUFACTURER'S LABEL SHALL BE LOGATEO ON A, RENDLY MVDLE LOCATION AT STOW
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 11109AM OF fli BUILDING COM ONE LAM
<br />- I�A � 7�/a .
<br />e CAL9-4N ANCHORS, AS MANUFAMPED, VF DENALI INC� (MIN. e-1500 p..Z) SHAU BE PLACED FOR EVEItY OPENING. LABELING TO COMPLY WITH SECTION t700,9,2 OF 'RHE
<br />- I 1,r* X 3/4- SOLIO--SEE ANCHM, AS DISTROM By &L PONT. SCREW. SOLT & SPECIALTY CO. FLORIDA BUILDING, CODE,
<br />-_ -
<br />�MIN. V� IWO P..j.) I 56 ORAIVING S
<br />- 114,30 FARELMATE FEMALE 0 AND PANELMAIE PLUS ANCHORS, AS MANUFACTURED St ELCO CONStROMN 1, OMAN Runin 1.111`n1MT,E` �:WUDA I
<br />PRQWCTS r-2071
<br />(MIN- #,�.Q 'AlIkol"NJOH),
<br />A. Ill
<br />- Ile 4 CIF TAP-CAIP ANCHONiS, AS MANUFACTURED 13Y TRU-FAST CORPORATION 01-111-1r,
<br />4 !�; . I . - � 1. ZI 71"'s'-
<br />..� - - _�, FLORIDA BUILDING CODE (High V.1.6ty Nar OO,I* Zonefl
<br />9.7) MINIMUM EMBEDMENT Or TAPCON ANCHOR% ELCO PANELA"TES, AND OF TAP-SRIP ANCNQR, IWO THE CONsIRERE, . -_ ii..,
<br />%)
<br />BLOCK UNIT SHALL BE 1 1/4', � ,�
<br />� .. . 4 I
<br />_,�, ..,- !� .2020 TILMOIL W. 20 CADE GALVANIZED STEEL STDIM PANEL ",
<br />Z . N. S ORWAN
<br />I
<br />0 4 167 I..
<br />8.2) CALX-IN & SOLID -SET ANCHORS SHALJ_ BE DAMEMED 7/r INTO THE CONCRETE BLOCK UNIT, NO EMBOAiI Zi I - wtwm
<br />INTO STUCCO SILILL BE PERMITTCD� t/4* -20 SCREWS USED SHALL BE 1 1/27 LONG MOOMUM "GO! !��CQ GLOBAL PROTECTION PRODUCTS, U.C. a0e
<br />EXIST. ANO I' fOR WITH NO STUCCO. Z �O , <2� �_M�_ / - N
<br />11LIECOmic, �
<br />J
<br />MINWUM WALLS % - 'Le. 51 STARET - -
<br />SV�% STA �OF * —
<br />1 , - Yaw TlO;TTlv;; . IMF COT MIAF, FL =1 *
<br />!�s� 0�-
<br />.,�.V, _
<br />0 t) I, , �1_11A M (.). 20-116
<br />OR I ,VMS�n P'� i�)
<br />_11'. .0 ,_ _.-WA _ 0;.�t'* rZ
<br />ii� � 0RAyNiG "iw.
<br />OA-0014,119 —.1 — I — [—.I — I —
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<br />A. MAT—ERIAtCHAPACTERISTLCO.,At4DAPElCifiT
<br />,ATLOW-
<br />$hall be,pitrictly. in accord since W1 'eniaral Notes arid, Components indicatedon
<br />, , ' ,th G 1
<br />1
<br />-
<br />, -
<br />sholof 1, 2-and 22 of2d, of ProduoVIEValpatIdIft Dapum qt,,(P_5
<br />I I � 0 ,D),,drawing
<br />N010-1176; Anchor specifications shall be aff Indicated on *heetsr T, 7 and 21 of
<br />26, of Product Evaluation Document (P, E, D,),. drawing Na�, M-116,
<br />I
<br />7-.-LJWIIATIONS-A-&HLCDADITI—ONarofI USE�
<br />7.1. Shall Op strictlyin.locimpflance with General Notes No' 1, a-thrii 14, indicalw
<br />on sheet 1 of 26, As Well as:Glaneral, Notos,# I thru 4 and 1 1 thru 110, indicated
<br />,,
<br />-
<br />orisheet2l ofl6ofProductt,valuataln Dotureent(P.E.D.),IdrAwing No.76-176
<br />prepared byTilteorl Inc, and signed and sealod-by Wilterk Tillit, Jr, RE,
<br />7 '2. Product may be installed Within HIGH VELOCITY HURRICANE ZONES,as.
<br />d0fined On section 1620.2 of the Florida Building Code.
<br />7,3. Product -shall only beinstalled into poured Concrete, concrete block, and
<br />wood frarne, structures.
<br />� - . ,
<br />ProductEvaluation Report prepared by WaltiarA. Tijjit,l Jr. P.E. (Florida License
<br />.
<br />No. 441157)i President of TiCtew, Inc. tFlonda. CA-000871 , 9)� 1 1 1 1
<br />VIIATILL �
<br />Di!I TILTet0,4bmoNgtooIRDt�ip. E. REPORT'21l I, GLOBAL,OROT��tION,P,Rl�DUCTS,LLC,�,20GAGO
<br />ZBb ST`kLSTQRM PAN'EL�DRM#.20--fig%REPUkfi2d-07�8,qD1
<br />z/0"i I L I ECO iNc-
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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />WALTFRA. TILLIT, M,21. firtecogOOLZOM
<br />_MJDU,C1 EYALUATIONNREPORT FET.F Lk—liv 44167
<br />,Ll:,Ar 1-1—Jig N.. MOO
<br />REPORT NO., 20-0727.02
<br />PATE: J Lily 27, 20,20
<br />1
<br />PRODUCT CATEGORr. shutters
<br />PRODUCT SIL118-tATE60131Y.- Storm Panels
<br />I I
<br />I
<br />PRIODUCTNAME; Z4 GAGE GALVANIZED M,EL STORM
<br />� I ,� 0 1 1
<br />PANEL
<br />MANUFACTURER:, 91 I PrOtecl:160 Prodigla. LLC
<br />,
<br />4800 S.W. 51 Street
<br />�Wvie, Florida ,V314
<br />1. PURPOSE OF EYALVATIM
<br />thisis a Product Evalus! iy Walter A, T1111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapiter-lilo.
<br />I
<br />816204t Method ID of the Florida De,part I inent of Businessand
<br />Prafeveianal Regulation. ,
<br />I
<br />Thls� prodpIct,19-Iteing Issued an Evaluation Report as described herein, and has,
<br />I - - I
<br />been veriffis . d for c I ompll . ianae in accord nce with . the 2,02'0 Seventh Edition of the
<br />,p, ,
<br />Florida Building ode And to verify that, the product is for the purpose intended
<br />ivala�
<br />'
<br />et,lesit oclu t to t� at redibired by the Code.
<br />. I I
<br />This Product Evaluation Repedshall be subject to review and revision In case of
<br />a Building , Code change that may affect its lin-litations and condi ions
<br />- � it
<br />k. EVIDENCE SUBMITTED:
<br />X11AL �QC�TU�N �U.8 �Q.):
<br />_ I -
<br />Drawing No. 20,175, titled '24 GAGE GALVANrZFb STEEL STORM PANEL',
<br />sheets I thru 18 of iii prepared 6y riltmo, Inc.'*, signed and sealed by Walter A.,
<br />17111it, Jr, P.E,, dated 0112712020. This drawing is an Inte 10
<br />., %IRTITY1Z "141s
<br />Evaluation Report. - �%��`,��'__,' Z/��%
<br />� ,1�1111 ,,� _X
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<br />0-155 N.W. 3 %-S,tmet, Suite 105,; MiamI4 Florida 33166 -Phone: (305) 871-
<br />90MEQN.EHM108 RE!QYLW,M,EE agETY STQR-M PANEL$
<br />)
<br />--- -,- -- -------l5.I.' OOTAL WIM)___1________ __---lSAW (TOTAL WIDTN)1
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<br />�� ________l1SW (OFFECIM WOTR1I___.___ � F �
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<br />I �____ -6 I/*'------- , I �
<br />,za � I _*.23G`--- �
<br />.=.- I - - i �,-,500,
<br />1 , r--#- _-I.�l�_ , �, -WO i I I , 1,�
<br />� , I I i I :, 1�1 11. 'i ,
<br />, , I , , , , , , ,,,, � 11
<br />t6, - �",;, ��,� \�� t I - -,> ,,, -lzwl�k DOW MIN. THICK I -
<br />r- - -, \ _r_ AIALVORM $11I I t ` .
<br />- I I I `0 " A fu
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<br />1K _0 4 , MEE. '. - " *
<br />I '�A, 2. 1 07' ILOM' MIN, TKtk � -, f.11 �
<br />I -1 - � ,QAA9ANQNiD STEEL EDGE , ^ F----,,<, 49 ,'.,.- � -G-.w,.,- 4MAJI , �
<br />I EDGE 11
<br />9- -
<br />24fol< ,� M, � I *�
<br />� ; " TYPI ASTU A�IMI 1 2,000' P "
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<br />� � . I =* * ,.*! FLORIDA BUILDING CODE (nf IT VqI Hu
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<br />- _k7m.--L.T. WORS NUT , ii, , 20 GAGE GALVANIZED STEEL STORM PANEL In,
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<br />- __ �,_-_ PROTECTION POODOCTS, LLC. ""'
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<br />(1) 2'X7"X,t /A* ALTER941r,U% UU 'RING OUT W/W . " ""`_ IL 'a'" )..-. 20-176
<br />ALUMINUM ANG MONOLITHIC WASHUR W/ ADDITIONAL F� �1__�__,;_� I1�i7_10.A_3!=-X*
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<br />A,AT10N!UOkT NO, 24-0727, , 2
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<br />U 1UT REFOR *
<br />Large missi 0 I rhipatt load tests were performed Under SSTD 12-99 standard as
<br />per section 1609.1.2 of the,Florida, Building Code. UnifaM static lea
<br />I I ,Clsaspar
<br />Section 1709.8.3, per ASTM E-330. To,str�o.odsp'repartidbyAmoticanTesttiig
<br />Lab of South Florida, Report* 0814.01701 dated 03111f02wttnesSQd by William
<br />, I I
<br />R. Mehner�, P.E., Borix Moraz, P.E. and Henry HAttlam, P.E,. -and R46port No.
<br />� - I - , - -
<br />,021 9.01 _()g, daiedr February 25,,.2009, signed and sealed by Edirnundo
<br />Largaespada, POE. and Henry Haltom, P.E. Large ThIsWie irnpact and cyclic
<br />,
<br />Loadings Per Priptocolls7AS 101 & 2-03, as per section, 1;609, 1-12,of the Florida
<br />Building Code. test Report prepared by American Testing Lab ofSouth Flarlde,
<br />Report No,. 1123.01wil[i, dated Navember-23, 2010, signed and sealed by Julia E.
<br />Gonzalez, KE,
<br />'Tensile test report No. 9CM-1,98 by OC Metallurgical, Inc., dated March 13,200Q,,
<br />slaned,90d sealed ti�y Frank,Grate, P,E, AsperASTM Em-e and tensile Test as
<br />I , I
<br />per QC; Metallurgical Report No,. 10](M-131141, dated December 1, 20i0signisid
<br />and sealed hyJerry Jocipfanlo, P.E; as per ASTM Em&
<br />� I I
<br />" STRUCTUR& ENGINERNNG C,ALOLATIONS:
<br />-
<br />On 24 Gage Galvanized Steel Star I rn Panel -far maximum panel lorllgth,vs. Clesign,
<br />wind load, as Wall as maximum anchor spacing vs, design windlood And pariel
<br />�
<br />�
<br />length based on rational and comparative analysis, a6d in accordance with
<br />section IM4 of the.Ftqrida Building Code, ,Caloulatioria, prepared byTiltsdo,
<br />I no., dated 1W1 011 0 and 08127 , 11 3 (for this revision), signed and, sealed oy , Walter
<br />,
<br />A. Tillit, Jr., P.E..
<br />3. MIOSILE IMPACT RESISTIANCE:
<br />Large missile Impact under Seaticin 1609.1,2 at the.florida, Building,Code, as per
<br />SSTD 12�99 Standardond TAS 201; 1
<br />1
<br />�
<br />4._WlhLD LOAUS,1112-6,11STANCEz
<br />24� Gage. Galvanized Steel .Storm Panel has been verified to,sustain wIrld
<br />Pressures, Maximurn,pa,nol- length shall �a as indicated, On O00%3,9_10, I 1,
<br />� I -
<br />12 and 17 of 18 of"Product Evaluation Docurnent(P.E.D.� drawing Ne.40A75.
<br />Maximum Anchor Spacling shall be as indicated on sheets; 5, 9, 10,, i 1, 14 thru 16
<br />and 18 of 18, of ProdpetEValuation Document �P. E.D), draWi"'Willo, 20-175.
<br />24 Gage Galvanized Steel Storm Panel has Won vertflisd for bode compliance to
<br />work as a non -porous, storm shiulter assembly, as pop SSTb 12-99 Standard,
<br />I I �
<br />� I I 3yALUkTWRZ I 1
<br />I � 11 I
<br />-A'-JNMLL&TIQN
<br />Installation Shall be performed strictly in accordance with details Indicated an
<br />sheelts-3thruS,, 12thru 1,8of 18,of Product Evaluation o.ument PE. ).
<br />OtawIng.No.,20-175. Minimum separaflo to , ,a is 0 b q Z ( . 0
<br />In _§Ia4t, h 11 a 6 indicated on
<br />r
<br />sheets3,,6,13, 14, 15, 16-and IS of 16, at Product Evaluation Document
<br />(P.E�D.), drawing No. 20-175.
<br />-$.,,MATP.-RIAL-CHARA-C-TEWnCSAND�Sp�M-PIC&TJONS-'I
<br />Shall be strictly in Accordance with, Genenal Notes .,and Components indicated on
<br />�
<br />Aheet, I and Zaf 18, of,Product Evaluation Document (P,E.D,), drawing No.
<br />20-175� 1
<br />Ancho r a pe c if lea ti a ns she I I be a$, I n dicated a III sh elet I of 1 8, a f Prod upt,
<br />I I I I
<br />EvaWationDipicurriont (P.E,D�), dreWilog No. '20475. �
<br />"IMITATIONS ANIQ IdONDIT-IONSVE USE
<br />-
<br />T 1. Shal I bostrictly in, compliance with Gorwal Notes Na. 1, 8 ih ru 14, Indicated
<br />on Sheet fa!'18 of Product Evaluation DocumOnt_(P.E.D), dralwinglilo.'20-175
<br />prepared. by Tilteco, Inc. and signed and 'sealed by Walter A. TI114, LJr., P.E.
<br />� _
<br />7.2. Product shall hdtW installed Within H - IGH VELOCITY HURRICANE ZONES
<br />as definstion section 1620.2 of the Florida Building Code,
<br />� I
<br />I -
<br />7.3. Product shallonly be installed into poured concrete, concrete block, and
<br />wood -from, o structur.iss.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P-E4 (Florida License
<br />No. 44i67), President of T'Iltadol� Inc. (Florida CA-0000710),
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<br />IW/10, 2W/10, 3W/10. 4W/10. +45/5,
<br />SW/101 6W/11 & 1W/11
<br />31 MAX
<br />I' MAN,-� _-ANCHORS: FOR CONCRETE SEE SCHEDULE, ON SHEETS 01 & Ili_ ---,-r =_
<br />i ! �_ FOR WOOD SEE SECTIONS ON SHEETS, 10 & I t I. �
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<br />� ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS a & S_______.______J
<br />_____ FOR WOOD SEE SECTIONS ON SHEETS 10 & A I
<br />TQRM PAN L-S (1) & & ELEMT-ION
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<br />5ECTION A -A!**. I GLOBAL PROTECTION PRODUCTS, I.I.C. "'A"N'4"
<br />OLT,$. !,.-O'� AT E . 11LIEC0.01C. 4W�41 SINDIT
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<br />INSTEALLADON gErAILS FQR KULA PANELS 1) A DO 9AM WAS EM INUALAIN IN MW_ 04NIL
<br />INSTALLATION DEIAILS FOR REGULAIK PANELSd &-A INIQ EXISTItira POURED CONCRETE DR CONCRETE BLOCK STRUCTURES OM N= OR W= INUA ION DETAIL5 EOR REQULAR PANEL13 it
<br />19ING POURED CONCRETE OR CQNCRF-T.E, BLOCK 21kUCTURES comaAam Al"Fis 1_&Z,04,,r.WTE, -, , YAUD FOR W" VE WW AND E=Z HIM STORM PANEL 2M INTO EXIaING POURED ONCRETE OR CONCREJE Mr,K URUCTURES
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