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<br />MILIQUIL f XVAL1:AnQN 2199MT NQ- 204-127 2
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<br />INC—\
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />22, T REPORTS-
<br />6,-MA' EML-CAAR"T.ERIS-TlC3 AND SPECE"TIORS:
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<br />. . TILLIT TESTING & ENGINEERING COMPANY
<br />L2-TEtTMPORTS;
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<br />iW�� A. fiI.M. M, ?X-, uItcoo@wi
<br />Large missile Impact And fatigue load tests were performed under Protocols TAS
<br />She# be strictly In accordance with General Notes and Components indicated on
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<br />WALL Eli fILLJTJ-L,7'�E, n1lowi�W).coin
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />.
<br />201, 203 as per section 1626 of the Florida Building Code. Uniforn static loads
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing
<br />, P,r TIv"IC
<br />F-M
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />P,�,-PO.L-�."Ic
<br />,, L�-- MiL KIIII'l-I
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-17111. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />FLI�A 114,`�J-106P�
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Testing, Inc., Reports It 96-669 dated 08/09/1996, *96-570 dated 09/18/1996,
<br />26, of Product Evaluation Document (P,E,D.). drawing No. 20-170.
<br />Lab of South Florida, Report# 0814.01-01 dated 03111102 wttnessad by William
<br />PRODUCT IMAULATAORREPORT
<br />#96-T30 dated 09120/19913, all three signed and sealed by Hector M, Medina,
<br />REPORT NO.: 20-0727.02
<br />R. Mehrier, P.E., Boriz Monoz, P.E. and Henry Hattem, P.E. and Report No.
<br />P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116i1998 and
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo
<br /># 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONSAND-C-ONDIMNS, OF USE,
<br />DATE: July 27. 2020
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 20-0728.01
<br />0219.01 -09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1 009.1.2 of the Florida
<br />P.E. and Henry Hattern, P.E.
<br />7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />DATE: July 28, 2020
<br />on sheet I of 26, as well as General Notes X 1 thrul 4 and 1 1 thru 16. indicated
<br />Report No. 1 1 23.01 -1 0. dated November 23, 2010, signed and sealed by Julio E.
<br />Tensile test report No. 9CM - 1 9 7 oy 00 MeW livirgica 1, Inc., dated March 13, 2009,
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />Gonzalez, P.E.
<br />PRODUCT CATEGORY: Shutillem
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tfitaco. Inc, and "ned and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated Match 13,2009,
<br />PRODUCT SUS -CATEGORY- Sum Panels
<br />2-3-STRUCTURAL ENGINE TLQN,,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection f"du9t1.1LC
<br />and sealed by Jerry Jaciolfano, P.E. as per ASTM E-8.
<br />MANUFACTURER,
<br />length based on rational and comparative analysis, and in accordance with
<br />1151 6 the Florida Building Code. Calculations
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />I
<br />2.3- VRUC��Bft- CALCULATPW
<br />48W S.W. 51 Street
<br />section of prepared by Tilteco, Inc-,
<br />dated 11 IO3l08 and n', 2M5, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Davie, Florida 33314
<br />On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Davie, Florida33314
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />1. PURPOSE OF EVALUATION:
<br />3-MWILE IMPACT RESISTANCE;
<br />Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Floricla License
<br />I-PURPM QF EVALUATIQN:
<br />length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report issued by Wafter A. 7`111111it, Jr., P.E. (System
<br />Large missile impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12118/10 and 08127/13 (for this revision), signed and sealed by Waiter
<br />ID # 1906) to the Global Protection Products, LLC, Rut* Chapter No.
<br />10 # 1906) to the Global Protection Products, LLC. Rule Chapter No.
<br />A Tillit, Jr., P'I
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />4, WIND LOADS RESISTANCE:
<br />lillo"141411`1011,
<br />%," tk A Nz "20%
<br />. ........... 4i
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />Prillillessiliortial Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />-IL'OY �%
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<br />I MIKILE IMPACT RESISTANCE:
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel terigith shall be as indicated on sheets 8, 10, 14,15.
<br />I, ** %
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<br />--:Z�- sm�-,n--�Il� 44167
<br />This product Is being issued an Evaluation Report as desviribed herein, and has
<br />Large missile impact under section 1609. 1.2 of the Florida Building Code. as per
<br />SSTD 12-99 Standard arid TAS 201.
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16,19.25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />, - . -al . *. 5
<br />-
<br />- - - *: �1* : *
<br />been verified for compliance in accordance with the 2020 Severilth Edition of the
<br />Florida Building Code, and to verify that the product [a for the purpose 1 Intended
<br />20-176 Maximum Anchor Spacing shall be as indicated an sheets 8, 9, 10, 11,
<br />14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document
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<br />11el-, , : OF I ,,z ,-
<br />. �15F' Af?--S�., STATE �
<br />Florida Building Code, and to verify that the product is far the purpose intended
<br />least
<br />at least equivalent to that required by the Code.
<br />(P.E.D.)' I
<br />drawing No. 20-176,
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<br />at equivalent to that required by the Code,
<br />4JWNDL I-RESISTANCEs
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />��
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<br />I r - .,��C,
<br />;i:I" ,P ,..... 1.
<br />NIIIOZION ..l �,'
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />. a Building Code change that may affect Its limitations and conditions
<br />5, WALL "T1 W.,
<br />'11000mlEI NO
<br />a Building Code change that may affect its limitations and conditions
<br />pressures. Maximum panel length shall boas indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />2. EVIDENCE SUBMITTED:
<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 26. of Product Evaluation Document
<br />WAPILL
<br />DA TILTFCO ADMON RECORDS 4 P. E, REPORT'20 i GLOBAL PROTECTION PRODUCES, LLC l n GAGE
<br />GALVANIZED
<br />2. EVIDENCE SUBMITTED:
<br />Maximum Anchor Spacing shall be as indicated on sheets 5.9,10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />. 2.1. PRQIDUCT EVALUATION DOCUMENT (P.E.D.)
<br />"20
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8. 14. 16, 25 and 25 of 26- of Product Evaluation Document
<br />STEEL STORM PANELl ORVYG,V'A-1 76', REPORT 9 2DW2&DI
<br />2.1. PRODUCT Tinhil rinrilMr-IMIT I-,F_D.):
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />Drawing No. 20-176. tiffed GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru, 26 of 26 prepared by Tiftecio, Inc.; signed and sealed by Walter k
<br />(P.E.D D I, drawing No. 20-176,
<br />I
<br />Drawing No. 20-175, tilled *24 GAGE GALVANIZED STEEL STORM PANEL',
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part RAIllp,is
<br />Evaluation Report. Okitill lfil,,
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<br />GENERAL NOTES: b 3) 1 CASE "I "Ri ,-�l Si��f D' PII ' 01'-,1f'E FANF LS 5'� Co I- --11X4 FOtIIFiFC S IM lo,-Q ,.�, ' vT
<br />11 STOIC WALL_
<br />ANCF-Iffi'l �'�. OF LL.1 INI111OH 7t) IQACI- 114 MAIN VIIXTI.��. fif-11'r. S,Ir.'� I-ELs
<br />�"�V"im TjDr�-MT ME�Ik-T* `E� �,DrLMEN7 �PE D 1 Hkl� KEN ,?R[14J FOR COVP14I N ,V-I,,� S� BE �' ME %t0KII IN U ;) AN O IN 'I 2)
<br />��Crtlh *AW �E WiTH T�F V'D ( In jVIION) � I OIJK -Cft� .4 ..,
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<br />. �GDC �C) IQ LxT�IK IIW� -411� I41- .--,17 . . T 7_:5 M-
<br />- t4'TF TItLIPCON �� AS �0<T,JAVD Ely 'W eVILDI7A, !?I--
<br />orSQ4 WIND LOAM ;FV_L Eit L,,TrH0IkWO AS Pf� SIT C'WW 162Q Of TOC ABOVE MENTIONED CODE, , 4
<br />FQf A WHO SIFEED AS FrOXAFEV Pr THIL AHISDFEI',Q� WHERE THEIA �,ITTLRS *ql RE WAI ARP - 0; -IO PW-L.ATL I'LIII tO VID F`AI*L-TF PLUS ANCH"MRS AS -'I`AC`V"EV H' ILC' -.OFIS-"'?C"�- PRO(`JC'5
<br />FOR A DIIEECTROI 'ACTOR .-I 85 Lit
<br />AWE I- I 6 AM SLAYS NOT FXUTO THE "VIIIA'M (450; .1 ' I'4-f f,ilo SCREWS PER 4 Q S.
<br />DESIGN FIRMUkh, 44,Ii INCT�-A�b 004 SHIEM 7 'HRJ 12. 14, I�, 1L. 19 A 20 7/16'# I 5/E' WOQC IILFSMNSk? 051ROUTIE HT k-j K'KN1 S�R�W R3,T & SFE�'Ai-v c,c
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<br />S"AL1 R` r P57 KrAICCD 'r I S 0 Of S$QN IHNO LOA,'S By MvLYnG THE III BY 15f, IN ORDER TO AND PA04ELMAJ ,TwALE F',
<br />CCUPARL THESE W/ � (AS E� LXSGW PREE S%RF RAT
<br />INDICATIM OiN SHEFTS 7 HRV I Y % 1, 15, III. Is III -a
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<br />IN ORDER To "Em' 'r THAIT "N,:�jR`S ON rRIS P E E, A5 TESTED WERE NOT OVER STRESSED. A 1,1% INCIFEASk IN ALLI-G-BLIT PEhV1MlIDF,, ;?IT(, � TLrCJ SHALL Dr CONSIDERED AS PAR' Y THE RE;13,FiCEI TH,FtfTADW PENEIIIAT OtI
<br />STRESS COR WAD LDAVS WAS tQL USED IN TICA A,Nil.SS WTENUIS $PACNG It; WICIDO HAS NEVI U*TtRM1NtO N
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<br />I,kGTH AND SIC III,. �ENSILE S11FIEVOT,H A S4,1k CONII N/ I`�DRTOA I9IjIID)%o COD( , r 9 V sm, EK T-E kf�-116131u- cl 7,,E ��OIFRA,71* 0 A.WY -�j SC--l-,FIC�S ,,F I�j �M�,(IIIRE .44F '�HL117tfk III TI) EE
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<br />STREW IO W�� REELILAR OTIOPM PA WVI, ,EH,�',,i C"R a'-% 7-HRQLiOFA 12'-4* A-N �C� SFCI�DNS 6 6, 9 * 10 ATiC �I17,,tNATW,S F*
<br />T 9. A, 10* ON S,HE1`T' � 6 & '2 RESKCTNIFLI. �Ilkl K-4 A ,Er,t&[ AN� ACA.D0 I`IS;EkF K0,RkMr li,5nIU<1F,-iio -EA CR
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<br />- Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D), drawing No. 20-175.
<br />B. MATERIAL CHARACTERISTICS AND SKICIFICMQNS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shell be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D.), drawling No. 20-175.
<br />7-LIWATIONSAND-00ND-WOE -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 />prepared by Tiltelpi Etc. and signed and sealed by Walter A. T111111, Jr., P.E.
<br />7.2. Product Shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tilift, Jr., P.E. (Florida License
<br />No. 44167), President of Tilacip. Inc, (Florida CA-0006719).
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<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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