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<br />ILI ECO INC.
<br />- _ TILLIT TESTING A ENGINEERING COMPANY
<br />WA I T'FR A. 'rlu TT, JR., P.E. totem(C- eol.com
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<br />PL 1: A La-- W RIN,711
<br />PRODUCT1ALAA UATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Globalproleadon PMcla is LL&.
<br />4800 S.W. 61 Street
<br />Davis, Flonda33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Ttlllt, Jr., P.E. (System
<br />ID At 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, Method 1 D of the Florida Department of Business and
<br />Professlonal Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in 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 by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2 EVID ME-S RNI TTED:
<br />Z 1_FRQW1;TEVALUATION DOCUMENT (P.E.D.I:
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Wafter A.
<br />Tillit, Jr., P.E,; dated 07/28/2020. This drawing Is an integral part 4A1AIs
<br />Evaluation Report. `++r+a�``�ER A; 714Z r,,
<br />P..
<br />No. 44167
<br />e Ik F IT r 1-
<br />al'JO11;�.•OPIOP'.';;F1Y
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 3,1166 - Phone: (305) 871.1530 -
<br />PRODIICTEVALLl9'CI41YBt';COHT.D41, 20462M 2
<br />2.2, TE T REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc,., Reports # 96-669 dated 08/C9/1996, #96-570 dated 09/18/1996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilben Diamond, P.E. and Report No
<br />0219.01-09, dated March 4. 2009. signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate. P.E.
<br />2,3, STRUCTURAL ENGINEERIN-ULALCALATIQRS;
<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 Code. Calculations prepared by Tifteco, Inc.,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P E.
<br />I -MISSILE IMPACT RESISTANT;
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />5. INSIAL1L AT_ION.
<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 />(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.
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<br />CONCRETE - 1/4•' E 0 S * . I
<br />Inom macs..Ic.
<br />AF.ONPED. COr F , %, 7 I I 20 GAGE GALVANIZED STEEL STORM PANEL rw.Z P,
<br />(STD ,ED ON ;'y''.. SATE ^ * = F.._ ----- m/an9eo
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<br />PA n TCTY. t UATEOM REP W NO,._2JLN722.Q1
<br />6_ MATERIAL CHARACTERLSTICS AND SPECIFICATIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND. CONDITIONS OF USE.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 10, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-ODO6719).
<br />.0 ... '\\CEN,Te''•. .
<br />-.= 110. 44167 =__
<br />s.e• .* -*le
<br />`.':.� 1e'•::;d5.,o: STATE OF 'Ti'
<br />0 0AL.. r[ORIq •',�'
<br />., F' •.L,....• �,
<br />,l'hs(S/ONALE 3I"'-
<br />f/1111ffIIoo'111
<br />YVAT1LL
<br />D-1 TIL TECO ADMON RECORDS 1 P. E. REPORT 201 GLORAL PRO) ECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED (STEEL S70RM PANELI ORVOG # MI761 REPORT # 20-0728.01
<br />1 L ECtJ �Nc_
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />__'_
<br />watax.RA. rlLLfr,JR,JtE. PRODUCT EV LUATION ORT
<br />A BFP
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protectlon Products-._LLCE
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />IIh6GJ(0)DOI.CVw
<br />RI. PE 4-NIM161
<br />I" ,, I Ir.An. N." IV16".
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 10 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 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 by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBSBMffTTM
<br />It PRODUCT EVALUATION DOCUMENT (P.f X0.
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P-E.; dated 07/2712020. This drawing is an inte$kad+p T�/fj71s
<br />Evaluation Report. �-,k,Ek,A..,1Q,� F,,
<br />_ �� '��,\CENSF'.�.
<br />"___- � �-'�i-t167 �1. s
<br />X i
<br />.0 - STATE OF "'
<br />..I0(�• f[0RlpP .�,
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1� � At353',eoi-1531
<br />COMPONENTS FOR
<br />EQUULAR
<br />do LIFE SAFETY STORM
<br />PANELS
<br />(SCALE 1/2=1-)
<br />_
<br />15196' (NOIAL WIDTH)
<br />-
<br />-
<br />tI 500' (ETl-ECTNE WIDTN)
<br />-
<br />6 250'
<br />- , 3,50' -
<br />.-1.3'Ho' -.
<br />- 1.3150' - ' ;�
<br />. 1N •.I
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<br />(N,T S)
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<br />OF PANEL
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<br />186' -
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<br />- 094'
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<br />INSTALLATION (,DETAILS FOR REGULAR PANELS (1; dE (i i END WO DETAILS FOR INSTAUARON IN PUB COiJCRETE.
<br />INTO EXISTIflO POURED CONCRETE 01 CONCRETE _BLOCK STRUCTURES COK'RETE RACK OR WOOD
<br />CAUR IN OR PAN9LMAn 'EVAU W. p/..Y-.M,,.1//i�•�R1a/� VALID FOR REGULAR, UFE SAFETY AND F-Z HANG SRORM PANEL SYSREIA
<br />"AFRIMAIr FILMS OP OF 1M-ORIV L•pw.)1(1F AMdOPi MIZ J /' S1 1• p
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<br />1 --' I CONCAE'TE BLOC. 4-- -- _ _ __ /3/
<br />I RCOV,RE'D %.-. .. - -' IIII.._ i/ Y,., - 7' _ mom w"'�mI No- uu
<br />(x.. - IN OR PANLLANn -� -... 1. 3 H ' (, , I' 3/4. - ..W N/I 11' T, t ! .- '� mR' ..... - - iy"W9mis, « „)1�"1R pw6.aas." ti 1
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<br />ft1
<br />EDGE OF ExIStIlK I NEW I' WIDE . VARIES x 1/0' E.D. . EDGE DISTANCE -. ! '"'' P.W.�'N
<br />GPEN FN,, I. l A ID
<br />TWA NVM TUBE OR I• . ($FF SCHFOUL.E ON I SJSE_E_.LrJE F fL
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<br />NUM. TUBE OR 1" , VARIES: 1
<br />1 • P t wOpD MAn SrAC[R TOP k BOTTOM MOUNTINGS CAN BE
<br />' RC-11 TRAES,
<br />. x Gpyi'm A,p,0R3 , COMBINED IN ANY WAY TO SUIT ANY CASE E iPIAN)
<br />- (SEE SCIrcpAE ON � INSTALLATION SCALE 3/16-1-
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<br />- O!tsNG POURED $�;:'• Er FLORIDA BUILDING CODE (High Wlocll NurrIcon• ZO-
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<br />1 REQUIRED
<br />oN s,Er . • 11 3 wR AEWMtED TRAGI ,arl.R = � No 44167 �. = 20 GAGE GALVANIZED STEEL STORY PANEL IA9We, M.
<br />x` SECTION X-X $ # . * ' - sTM f-„ _. - - - - - -- ._... - _- „nano»
<br />srxr 3/""' z •o'. 5 ATE 06 ` -- S ,- % I 1 L E C O t9I� 1 GLOBAL PROTECTION PRODUCTS, LLC. an
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR i - •- .00 u. s aT»r -
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<br />22-TE$T REPORT$;
<br />Large missile Impact load tests were performed under SSTD 12.99 standard as
<br />r section per 1809.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Floods, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mahler, P.E., Boriz Mci P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2000, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacfofano, P.E. as per ASTM E-8,
<br />2,3-STRUC 1-WAI, gAiGrNcEPrNr. CALCULATION%
<br />On 24 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 1004 of the Florida Building Code. Calculations prepared by Tllteoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tllllt, Jr., P.E.
<br />S. MI ME IMPACT RESISTANCE:
<br />Large missile Impact under section le09.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE;
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11.
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<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. 20-175.
<br />24 Gage Galvanized Sieal Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />Installation h t shall be performed strictly In accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 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. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />0. MATERIAL CHARACTERISTICS AND SPF„OtMATIO,N$;
<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.), drawing No. 20.175,
<br />7.-UKIITATIONS-AND CONDIT10y,S.QFA E
<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 Tilteco, Inc. and signed and sealed by Walter A. Tlllfl, Jr., P.E.
<br />7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES
<br />as defined on section 1 lo 620.2 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. Trott, Jr., P.E. (Florida License
<br />No. 44167), President of Tlteoo. Inc. (Florida CA-0006719).
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<br />No 44167
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<br />CONCRETE OR CONCRETE
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