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<br />PRODUCT EVALUATION REPORT
<br />REPORT II 204720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT $11,1121-CATEG011 Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global P oteclion Produgla, LLQ
<br />4800 S.W. 5 1 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF -EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Ril Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professfortal 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 SUBMITTED:
<br />2.1. PRMCTISALUATLON DOCUMEN - 7 (P.E.D.In
<br />Drawing No. 20-1176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tifterco, Inc,: signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part oVPIs
<br />Evaluation Report. Soil' A '"I
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<br />RRODIX.1-12NIALLfATION MPORT No. 204Y7213,011 2
<br />2.2. TIES 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 # 96-560 dated 08/09/1996, #96-570 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 0411611998 and
<br /># 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E_
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc.. dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2."TRUCTURALL ENGINEERING CALCULATLM,
<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 Tilteco, Inc.,
<br />dated 11 I'll and 03112/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />3. MISSILE IMPACT RESISTANCE.
<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 beas 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, 9I 1 0, I 1,
<br />14, 15, 17, 18. 19, 20 25 and 20 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />5� INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 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 />(RE.D.), drawing No. 20-176.
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<br />GENERA NOTII e3) T, LASE THAI PRE�AS7 STONE. 04 FRECAST �VNCACL PAN"S S7� X.C" ,� WC.,00, ef.'Alto, R 1C,JSU Ori I",
<br />OAS JXIR 2� �XISTING WALL ANCHOR', SNA, L At LONG CNI3;10. TO ALAI �, IM .AL1 SIRUCTLTA- BEHIND SUCH PANELS
<br />I STORM PANEL SHOWN ON 1.15 MOULICT EVALUATOR DOL.D.ENI 'PEI) IAS SEEN IELI;11, '-,A r-O-I.-It 'I AN-ORAGE SMALL BE 125 VEKTICIlED N F, 1) ANC IN N2)
<br />ALCOADIIINCE WIr. TME 20213 Pit, EOMI OF 11E FLORIDA BUIIDINI, 'OOE ,,, %-F.-LISTIh�'L WWI) JVI 5PLCrX 'FE!'n- . ais D.:5__MN_
<br />DESIGN MNO LOADS SMALL BE OE1tPMiVfr1 AS PER SECTION WOOF THE ABOVE MENT.104I �OCC, - 1/4'*IrTARGOO, krCIFOAS. A%ITMAVJtXT,REU BY ,-W 8O,VE1 INC
<br />,OR A WIND SPEED AS RECTUREQ by THE LVILILSINCT"LON WHERE MESIL StILrMRS ftt BE INSITALL-EL, ANO - 'I 4 _ , PANCLIALTE "ok"AL ) AA:' PANCLUATT PLU" Mr.�W, AS MAVLLAAL�P.IPEV Eir EI�G CONSTITI PRODILrI$
<br />FOR A [IFIRECTIONAIM FACIOR Kd-055 USING AS([ 7-16 AND S", NUT EXCtFQ IMF MAXIMUM �ASO) - i/-'- LAC SCqM PER NO.S,
<br />XStLN PRESSURE RATINGS INDICATTO ON SHIFTS 7 THRU 12 14 iL, 16, 19 III 20 - 7/16-- - 5/8* WOOD SUSKINC. A!S OiSIRIFILITEV ITY Ail F,'XN' SL�RVW SOLT IF SPEDIAL"r CO
<br />IN ORDER TO VDRr`Y THE ASI CONDIT". ,rPNLAFk DES4C,N VVID, LOADS urtmYrNED, PER ASCE 7-TE r -� MINIMUM THREADED PEALI-RA11OR iNF`J *OOD ILI 7APCCR AILCHORS S� BE 1 112� ARD, 2' rno FtCO PATTI PLUS
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<br />SMALL BE FIRST REMCCO ASO DiSICN WIND LOADS Elf M,I-_;I,'k`IiNO THEM By 06 IN ORDER III AND PANUMALF IFAIALF .5
<br />COMPARE TI W/ IIAX IASO) ASION PQFSSURf PATtNO-, .DrAI �_ SKETS , �.RU ,�L. ��, Is, ,I-, �9 & 20
<br />r .11 .INLMUM, IHR ED P!NCTRATION Or LAO SUIT. Wrl T�E .OICS FRAME LI SMAI SF 1,12' NU 1-FACED
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<br />IN ORDER 70 WITIFY THAI M-OR!L CN THIS P E 0 AS It, ED WERE Nor �N" ,,TKSSUL. A 33M I ,11 FEVETRA .1`!ANrTFZL STUCCO S-_ OF �O.S'OfTIED IS 1AAI Ol THE WQI,SE� IM.EACIED P_�Et-llr�
<br />ST _SS ICA WHE VLAOS WAS NOT JSCQ IN THEIR ANALYSIS CASTTHERS- SPACNC rO WOOD 400 SEEN 3FIFITYMFO ;N
<br />ACTOPIANICIF Wt. FID� 20'8 C. 3� MKIIALLIV EDGE �IIVANCI � UM, SCIEWS. INTO NI 5-1 BE AS NWATE, 11 THI' 3RAWIND
<br />STORM PANICS ADEDULCI FOR WACT �V MN', PCSfS`iAhC[ HAS BEEN VERIFIED IN ACCORDANCE Vt. -�ECTION 16�r Oi
<br />THE AS,W UFNTIICNM CODE AS PER HURRICANE 17NGNEM11I A TESTING INC REPORTS 96-0 96 570 a 95-T30 ANP C 4) WHIM- PENEIP,.71C. t�F *I HISMIN,; 5NA,, OF 5/k" 1,4' 0-2U SCREWS USED Sr- K t '14" �Oilr, NII
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<br />AS WELL A!L AMERICAN Ff�it LAO D� SUUfM FLOPIDA RFPO�. 0021501-09, AIL P� !A5 201 1AS 20; AND ' S) �h CASE THAT �PAECASI ST, . OR PREC-* CONCRr7.F 1ANE,S. STUCCol OR .�U BQAACS BE FOI.N11 ON THU L.1$11�
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<br />WALL, .--,-OAS SMA BE L EFIVIUCH 7C RFACL '�! QLAN 11--rU-17 BC�ND SUCH -ANI
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<br />6. MATERIAL CHARACTERISTICS AND S ECIFICATIONSO
<br />Shall be strictly in accordance with General Notes d 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 _QFAIll-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thrut 14, indicated
<br />on Sheet 1 of 26, as well as General Notes At 1 thru 4 and I 1 thru I 6, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tillaco, 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. Tillft, Jr., P.E. (Florida License
<br />No. 44167), President of Tillisoo, Inc. (Florida CA-0006719).
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<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protedlon Products_LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION,
<br />This is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method ID 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 vedfied 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 SUBMITTED:
<br />2.1-. PRQDUCT ATION DOCUMENT I- -�D,):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANIEII
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07127/2020. This drawing is an intego%ft "Isip',16
<br />Evaluation Report. . ?,A.. lIZZ", �,,,
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<br />22. TEST REPORTS
<br />Large missile impart load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTIM E-330. Test reports prepared byAmedcam Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
<br />R. Mehner, P.E.. Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No.
<br />021 9.01-09, dated February 25, 2009, 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 1 600. 1.2 of the Florida
<br />Building Code. Test Report prepared by Amen,can Testing Lab of South Florida,
<br />Report No. 11 23.01 -10, dated November23, 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, RE, as per ASTM E-B and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-11 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciorfano, P.E. as per ASTM E-S.
<br />21-31TRUCTURft.EENGINEEMING CALCULATIONS
<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 1604 of the Florida Building Code. Calculations prepared by Tilteoo,
<br />Inc., dated 12/1 8110 and 08127113 (for this revision), signed and sealed by Walter
<br />AU TIllit, Jr., RE,
<br />3. MISSILE IMPACT REMSTANCE:
<br />Large missile Impact under section 1809.1.2 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 thrul 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Pariel 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 />S. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thrut 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 IS of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />C MATERIAL C-HARACIERI[STIGS AND-&PECIF 10
<br />ACAT_ IIIII
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (RE.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />1. LIKITATMOR"NID CO MMONS OF USE
<br />7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Titerro, Inc. and signed and sealed by Waiter A. Tillit, Jr., RE.
<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. Tffllt, Jr., P.E. (Florida License
<br />No. 4416n President of Tifteco. Inc. (Florida CA-0006719).
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<br />DAI . PARDLIALLIT IDIALE 0 1 i/.".I ,LL VI FOR RMM UFE WM AND E-Z " SUM PANEL 2M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />REQUIRED , I - _ I I - - a�i 1 50%. : I !
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<br />L� CONCPM . � _11"1 lk"I I L� I/.�v t. til eFWW3 ut__�& I I . ; I I SCALE 3/,E-,' SCALE 3/16-l' � 1. FOR WOOD SEE SECTIONS ON s.EET il
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<br />PLOS OR OF ',AP -MP I I . 1 500" 1 2 67'
<br />Is" SCHEDULES oN (SIDE SCHEDULE ON 117-1
<br />WALL - MOUNIING COILING MOUNT114G BUILD 1,6, MOUNTINC ALTERNI ILD OUT MOUNTING 51ICE'S 6 A, 9) WALL JOUI A SMICIS 8 TKROUGH SIT � c- t , � i . t�_,' ,'/. 1 le,4-0-20.3/4' S,S SOL 4 ______� I I (.in CVEF%,W.:- � WHILE _Irl) W 0-
<br />"I-M SECTION 3 SECTION 101gG !0-1111 BUILD Qui Mau I I . ____f _/__:��' � ' '_ 'L 1.0 ." MIT. W/ 7/9'.3/32' Wi C hlwl� - - - . -L .- I - - - Lu_ �
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<br />I I I I E.D. - EDGE DISTANCE i � - - %ir__ - " I . ANCrM StAGGERED CORI it NKCNORS SNW 9) ,/-' � GAP IJ 0 a)
<br />I 0 EDGE OF EXISTING = - - ___1 � ISEI SIC.CIDDLE 04 .
<br />i. E.D. EDGE DISTANCE I ORENNING 0 NEW I' WIDE I VARIES K 1/6' ( 1.6 I ./ STUD (SOL �� ON SHEET, 0)
<br />-SEE SCHEDULE ON STUCCO/ TMI k kVM TUE SOk 1* . SEE SCHEOULE ON I C1 I LAN) Wrl 1) POURED col'Sim ce SECTION A -A (Typ.) Cn
<br />: I - � ( SO'CrTs a & 9) POURED CONCiFFIT CS _�=M op SLCALE 3/32'-I'
<br />- I DUSTING PIC*OW RLAT17' PACER I : SHEETS 8 III 9) /--\IIIIIIIII_I�IIIIIIII�`I,�IIlI��� SCALE 3/16.1. __w COWFETE BLOCK
<br />%Wv [ ! J) I I I OF Oc� 4EQUIRED
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<br />F I 9 I I J1 ` r ITEOULITED WECOw"MID L.
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<br />� I -1i - WDO -11 I \ , DIRECT A] i DIRECT ANQ In
<br />! -TIM I P I WOOD'PLATE SPACER _ WI M UNITING DJII�G
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<br />11,191IL-El-ft. Q121112INAMB-OL-KO I TOP & 8070M MOUNTING!S C-AN ISE INNILLATION INUALLATION
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<br />ii� " it-1 I 0 COMBINED IN ANY WAY TO SUIT ANY - _ . ��_ - _ (SELL SCHEDULE ON -7 . ,_:�AC�. 1 I INSTALLATION ' " SCALE 3/15-1- SCALE 3/8-1- SCALE 3/8- I' SCA�11";Rlll LU
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<br />I �` � 4.-" EP *(�` '. "" Its" . ", FLORIDA BUILDING CODE (High Velocity HILL Cane Zonli)l
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<br />'. FLORIDA BUILDING CODE (High ..
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<br />EXISTING POURED I I J_ - FLORIDA BUILDING CODE (High Velocity NO, CO.4 Zone) . . - .4) ... -
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<br />CONCRETE -.,/, - : 61 - =__ � AND'a"IF - /0 t <
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<br />. T, D I 3 - 144767 tn. "Unto IN, I � , En .r.,, - , — — , " 0 GAGE GALVANIZED STEEL iF 20 GAGE GALVANIZED STEEL STORM PANEL
<br />= : 20 GAGE GALVANIZED STEEL STORM PANEL LAI RIFOUIRED I n1N`FNP. "I Z : NO 44167 I Z 2 : No.44167 ': 1
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