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PRODUCT EVALUATION REP010' NO. 20-D728.01 2
<br />PRODUCT EV AI.UATION REPORT NO, 204r7n.01 7
<br />Z I ILI EGO INc-
<br />TILIIT TESTING A ENGINEERING COMPANY
<br />22•5E--ST REPORT: . - S
<br />S. MATERIAL CHARACTERIST_IGS AND SPECIFICATIONS:
<br />_
<br />Ai TFR A
<br />w TTLLIT. TR.. P.E. 1:11
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
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<br />IL P3). LX 'U Jn vC 1�
<br />11ra
<br />201, 203 as r section 1626 of the Florida BuildingCode. Uniform static loads
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<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing
<br />FL C A I:,rR.rN,, D"71Y
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96 589 dated 08/0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-178,
<br />PRODUCT EVALUATION REPORT
<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 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No
<br />7. LIMITATWNZ AND CONDITL4N.QFF U F-
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2D20
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009,
<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. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.red
<br />b Tiiteco, Inc. and n y
<br />preps y signed and sealed b Walter A. T171$, Jr., R.E.
<br />PRODUCT SUB -CATEGORY. Storm Panels
<br />2 .3STRUCTURAL ENGINEERING CALGULAT1gMS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global_PPPtttt4tlon Products
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />LLC
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11103/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATiON:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. T1IIIt, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-OD06719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61G20-3, Method 1 D of the Florida Department of Business and
<br />4, WIND LOADS RESISTANCE:
<br />N: TI44/N1.A
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />``,,,��R
<br />i'$Q�' JCENSF' �?"I
<br />This product is being issued an Evaluation Report as described herein, and has
<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 />- -- s
<br />_ �----�_#_ ,c- 44167 • _
<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 />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14. 15, 17, 18. 19, 20 25 26 26, Product Evaluation
<br />r * � --_* ' *-s
<br />I-I"P`Ic -'�' a''. STATE OF :'ctj
<br />at least equivalent to that required by the Code.
<br />and of of Document (P.E.D.),
<br />-
<br />%•.,
<br />drawing No. 20.176,
<br />ys, LORId •.••
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />,SS/DEE`
<br />F"'�NnUALuEn11111;G
<br />a Building Code charge that may affect Its limitations and conditions
<br />¢�jNSTALLAT10�1;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED-
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WATV.L
<br />D.1 TILTECO AOMON RECORDS t P. E. REPORT-201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2.1- PRODUCT EVALUATION DOCUMENT lP_ •ED-i:
<br />(P,E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELI DRVVrA 20.178 I, REPORT#20-0728.01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part
<br />Evaluation Report, {g1�IAisy��'
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<br />�P.••�\CENScc''.'F ,�
<br />No 44167
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<br />o• STATE OF _
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<br />.��Ar�� FL D p10P `a�ri
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<br />5\ .�`
<br />6355 N.W. 36th Street. Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - W,;s • N, ,tiS31
<br />"Fa,,N��1u11„I0
<br />/I I L-1 EC_O_iNc.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA. TTL.LIT, 2- P.E. fiIt80U(R WI.COn1
<br />PRODUCT EVALUATION REPORT F1'AP 1,kHmel Na 416
<br />t L'..A. L-1e No >106,19
<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 />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection P_roduait._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., R.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I 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 SUBMITTED:
<br />2.L 0.):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELI
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an integkµAlf I+/ofrjJ,los
<br />Evaluation Report- ,,N,�',...,•�L7p,%
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<br />�•. STATE L ., a
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-153& [3T33tiL189 i-1531
<br />PRODUCrEVAL.I:ATIONREIPORTNO, 20-072702 2
<br />2.2, TEST REPORTS:
<br />Large missile impact 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 ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, 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 1609.1.2 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 Jaciofano, P.E. as per ASTM E-8.
<br />2.."IRUCTURAL MINEERING 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 Tilteco,
<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 />3 MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 16091.2 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 Sleet Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />Nlµuu11%, lviP A; TQ' ✓�\S - '`GI.._S
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<br />---T...4 4w167
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<br />= A'' STATE OF : tr?
<br />'�iy,`XFSS,O ..� ��C��4`e`
<br />",114 ,III%,ls`1AA
<br />17 T1TlIir-oO*Vfll Ro Tj e • ' i I4 E I III&
<br />5. INSTALLATION:
<br />Installation 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. 20-176.
<br />6, MATERIAL CHARACTERISTICS AND SPECIFICATION$;
<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-J U4IITATHMS_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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by TlRece, Inc. and signed and sealed by Walter A. Tilllt, 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. Tttlft, Jr., P.E. (Florida License
<br />No. 44167), President of Tirteod. Inc. (Florida CA-OD06719).
<br />,`AWP�" ENS .--,;P�s
<br />-F ' ,- . 441�7 '
<br />WATTLE I
<br />•+rIs'�i1:1� 1100Q , AlDa TILTECO ADMEN RECORDS 1 P E. REPORT.201 GLOAL PRO ``F��A N P//Frr PS, L
<br />GALVANIZED STEEL S70RM PANEL \DRITVG020-1751 REPORT#20.0727.Q�,, (ARID .. _„+
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<br />/��E�����C'�p���� ����T•�� COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS ,/a, 2/a, 3/4, 4/a, s/s. 7/s,
<br />GENEN��lrliYli,e: 8 IN LASE I-! PRE',;AS' SIFINE OR VRECAS- CUNIRFTE ANU4 S.1L OR WOOD BFIARDS PE 10AIL CM IHt (SCALE 1/2=I )
<br />(I/RALMB_2Q.AIGE CA'5TING WKL ANCHOR- a— BE LONG 0414-. t0 RLACv T MK I.R CIDRS BEHIND 1,tC.11 PANLLS. 1W/10, 2VI 3W/10, 4W/10, 6/5
<br />' STORM PANEL SH WN ON IHIS PRODUCT EYKUATICAl DOCUMENT iPC.D) 1F BEEN VENIlb FOR COMP11Ar41_E IN ANCHORAGE SHALL Bf MENrtCA0E1E. ) K4,- IN 6"1 _ 15196' (TLnAI WIDTH) - ,5+96' (TOTAL WIDTH' 5W/10, 6W/11 A 7W/11
<br />AL:CO, DANCE WITH THE 7020 171N EC%TADN) OF 714E FIDRIC7. BUILDING .ODE LX15TtNQ WARD -MN, 5P CEIC..N9 : Ia MIN_ _ _ - ( ) -
<br />1/1'. _ 12 500- (EITECTNE WIDTH)
<br />DESIGN WIND lA•p5 SENtL W. IYtERMrNED A5 PER SEI.-ON '671i Of 71,E AB,M MEN A P �OOE. 'APE p4 u.c :OErS AS ''"AND nR IREL PY 'W EL ItOV 'NC - _ _ 3' MAX ANCHORS. FOR COD SEE SEE SCHEDULE SHEETS
<br />S To B a 9 __3• MAK
<br />FCN A WIND SREEU AS RCQV!PEO BY THE lVR15dCT'ON WHERE •HcSF UTTERS NI 9E NS'KICi% AN 1 4_ C PANELIATC FCMAAE 1U U.O FANT:MATT .JS AN!:HE AS MA,T'Ji ACT,:RED F• El Y.NSTFr:IC11,. PROD UITS - 6 I/4" 6.7SO' -1• MIN FOR wOaC SEC SECTONS 04 SF(CE75 10 a tt ,' MIN.
<br />FJP A MITUCTIONALIFT FACTUR Ad.08i USING ASL-E 7-16 IMID !; NOT FXCEFL INS MAIIMUM IA.SD i - '/4'. ,X. SCREWS pC. N c. : - , !`I,O" - -1 3'0' - - I.350• - • ``500• _�_ __ _ _-.
<br />OE4Gr, PRESSURE RATNGS NotCATF,O ON SHEETS 7 THRV 2 ,•, 15, 16, 19 a 70. I 7'16'e • 5/R' WOOr RUSHING, A$ DISTRIBUTED N,- AL1 PULN1 SCREW. BOLT W SSFFUAA.I, CU � , ` � -�A - , '� • 0.036' WN. 1MCn-+.350' - .'N i O D O O
<br />IN ORDER 1O LIE— THE AB014 COTINTWN, IATIMATE DESI.Y NINE 1.,,ACTS DETFRVR:EC' FER ASCL 7-16 r , e/'DEo %EhE1PAtpN :NiO *'X:C• '.i iMCnN ANCHORS 51WL EX I _ 'It,:5 � - _i �. l I -�, \� _ . _ _ _ . �• ASTM AA-1 STEEL D.M.. 2 . 3 . d ®1� -- _7_t_r_ _-_ - - -.---- - - --i _ _ _ I ,
<br />C Ml.RM M MF T 112" ANC _ CR F,LO PANELMA.E_ J
<br />SHALL BE FIRST ArrC CID TO A D DESIGN WHO LOADS Br WETIPLYI.NC. 'HEM BY 0 6 1N OACER ,II / I/.-�•• )- 2,50' - ,z5o" ,
<br />M'G PK4r1MKi FEMti.f ,. Y` 1ALVA FE -CA r' VEA-AD • I- Y. GR•1DE 30 ,R,IIM ARCM O _ �e�
<br />COMV4RL iHFSF K/ MAY (A 5 D) DESI sT4 Fmf SSVRf RAT, MCxfj.TFC 'JUT SHE[.%) 1 MRU 17. 1. Is. rF,. 19 6 2C "_� •' 2.6M>' d f '.f�' �`, T 65Y .r _ _ _ _ _ _ -... _ .._-_ _ _ _ _ _. _ _ ___
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<br />/ f-MVAWZA STEEL EWE / EDOE ® 5:_/' ®+®' © T
<br />/; MINWuu T•.READETI PGKTRAIION Of LAG SLNIV I THE WOOD FRAME VNI SHALL BE ' I; 7' NO EHRFAPED 3000• .7-ti3O'..!� TYP a`S f ASTY A-6Sl \ 7.�. .2�': NCMMFD Tw. ' E - �� a''• :7
<br />IN ''RDEk "O VEgF-Y 11M; A,A;WXiS CF+ _� HIS r E 0 A5 rSTr_G Kt-TlE NLT UVL�N ETRC'Lcfll A ,JL INI,WFASc N ALLOKW.E FENETRAIKTN '.TO `_T UF•_(? S- 9r :ON:DER Ai JAR ,HE RED"• ' KMMED ' \
<br />ED R'E HPEAOEC PENET RAP'M r.RAK 50 MIMMVM OETAA A_ DETAIL A_ I _ : llA
<br />SiR[55 rU1> WNC LGK)s WAS LSL )SEC, ,N ^.IEIP AWM YSS FASTENERS SPA(IVG 1U M'rAil wl5 BEc4 ➢E'EPNINCD IN ' n I EDGE -, I G-&G W,LV - iDGE .` ` I G;
<br />,V:CORLu7:CE MIN NO.5. 20! a. % MINWLIM EDGE 11S- Wt N LAC SCREWS. '�N?I, WOOL 5HK'_ BE AS INDICATE,, IN TH URAWINC' i j DETML ♦ : 48.E I I...GETML A Vf �I 48F � 9j = 4- Y �
<br />STORM PANEL'S AOEUUAF FOR IMPACT AND WIND PESI;7ANCE HAS BEE4 ARIFIE4 III ACCORDAHC[ 'MT. SECTION 1626 M1 - -- , "�-Y( - - � �TTI--••---�����,�'-�I - N A C]
<br />THE ABOVE NENIIONFD CODE A5 PER HURN(AI ENGMfFRING a TESTNL, NC REPG•RI5 96-569. 96-570 a 96 TSD AND ,;.•1 AKNIMTIM PENCTRA'IU4 nF HOOD RISHiNG SHAH, BE 5/R 1 4' II20 SCREWS USED S.ALJ BF I '/F' ICNC MINIMUM - .,JSn. - 1350'-J, Tl i Ea = 4J C'D
<br />AS "ELL ON TESTING IAR Vic REPE�Pri r2032 h III . AS PROT00016 TAS-201. :AS-107 A14D TAS--1C3 S 011tD S'LG^0 Ci F' AH(: I' MINIMVM rrp WK '- W'T'rr NO StUL CL - 6.250' - L. 3�- - - _ i _ - 9 -!!0 C � V tV
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<br />Qt STORM PANEL Q END STORY PANEL I H u r�
<br />AS HELL 0.S AMER!CAN ZEST 'A9 Or Y:'JnI (IDPm.. REFDiiT 9Oa'1901 D9, AS FCR TAS Znl, TA;, ZD% AYD }) W CASE THA1 Silk, S-'LCIN FIR DUCH S" REACH
<br />TT CANED. `-LITTU GP WOOD anAROS 6E rfj M'• OI+ iHf EX 15I M, ram^ - ,_ � - -'^'-��1 = O I5 70J N'I. R T WALL KA.NCRS SH4L. 9f LWVG LNJW;,F' 'G REAf,H ':,r 1 , --E uA1N STR,;C'auR[ 8M'NE SUG+ PANELS
<br />ML KJN N.rM E'XFPU :IONS BC C'(163-t6 KICr AND TEMPER 111NLE55 D'HERKTSf 1mrEO1 SEE SHEn 2 A-HCIPAA iHk_ RE AS MENTIONED IN C 1) `11 e C t) - 1.187• - A I -A - A•_
<br />(. �... _ -'-i 2.t97- t / : �/®r{A'I to N 'm
<br />•. ALL ALUMINUM SHEET META. JSF. A, r.1,51.Pf5 SHAil HAVE TIDS-H14 A II ' I _
<br />(Ill AH(_HG'RF'. SHAD; P.E MSTALIFD FFY_l1WI4G Au iN THE Rf 1:OMYf YCA'Ii r4: AND EEC'. CAIIVNS O: 'v[ ANCM`H4�. M0.4lIFACTl4RER - '250-ii - A - .
<br />ALL STEEL SHEn NEIAL PANELS SIMILE HAVE R.Jt TI:qAL C1tIKITr S,EEL. AS':M a-651 ;, RA()L SC M'N.MUM. G-bC, M•V EiY (N1J lW - _ +:I R O -i 115' 1/.Y,I t/4•A-N. :15• (al. _ _ _ _ _ _ _ , - Q N
<br />6 PMIF.5 MAY 4Sr, BC INSTAU!O HCMIION1ALI FCUCivN.', ,NS'AL:I•TIyTN OETAI;S SHOWN ON S[CTION ) MRC,, H IC (SHEETS 4 , 75O• IW- .PJO'- - 7M - .b• SEALS 1IN SEALS - p BOLTED PANEIS W/ 1/4e-2D„- cu
<br />4 GAISw41ZFD STEEL OESK,NANI)N W,IEF. '{ ,. (AFTER R(X1s-0) - K/ NEMNfD EDGE 100- •.12� - /50'.- 1UNBUL'ED AALLS H 3 y
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