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<br />PRODUCT EVALUATIONA
<br />� - EFORT
<br />REPORT NO.: 2"72&O1
<br />DATE: July 28 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUEI-CATEGORY- Storm Peneti;
<br />PRODUCT NAME: 20 GAGE 'GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: QlQbalp,Qkgdonj?r� ulrc�
<br />4WO SX 51 Street
<br />Davie, Florda33314
<br />lt-EURPOSE-OF EVALVATION:
<br />This is a Product Evaluation Report Issued by Walter A- Tillit, Jr,, P.E. (System
<br />ID # IBOC) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 0 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 ,mrifled for coinipliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Cbde, and to verify that this product is for the purpose inlencled
<br />at leav, 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 ckange that may affect its limillations and conditions
<br />2._EV1_K.N,CE.6V5M1TTEM
<br />901-PRODUCT EYALUATION DOCUMENT tP&D,J;
<br />Drawing No. 20-176, fitled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and sealled by Waiter A.
<br />Tlilit, Jr_ P, E.; dated 07128/2020. This drawing Is an integral part %Qpl,
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<br />Evaluation Report, 00 A ,",ii,
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<br />1ZI-TEST RP PORTS:
<br />Large riT651le inpad and fatigue load tests were performed under Protocols TAS
<br />201, 20' 3 as per section 1626 of the Florida Building Code. Uniform stattu loads
<br />as per TAS 2C ,i2 Protocol. 'rest reports prepared by Hurricane Engineering &
<br />Testing, InI Reports # 96-669 dated 081109/1c-Q6, #9f-5TO dated OW1811996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina.
<br />P,L, Fenestration Testing LabonaWry, Inc. reports # 20K dated "116M998 anti
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. arid ReW No
<br />0210'01`09T dated March 4. 2009, signed and sealed by Edmundo Largaospacla,
<br />R.E. and Henry Hattern, RE,
<br />Tensile test report No. DCM-1 97 oy QC Metallurgical, Inc,, dated March 13, 2009,
<br />signed and sealed by Frank Grate, P-E
<br />", STRUCTURAL ENGINEERIING CALCULATIOW.
<br />On 20 Gage GaNanized Steel Storm Panel for maximurn panel length v& design
<br />wind load. as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparaltive analysis, and in accordance with
<br />socnon 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-,
<br />dated I V03/08 and (I signed and walled by Walter A. Tillit, Jr_ PIT E�
<br />I MMILE 1IMPACT REWS-TAN-I
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol,
<br />CVVIND LOADS RlE_S13JANf&
<br />20 Gage Galvanized St".1 Storm Panel has been verified to sustain winj
<br />pressures. Maximum panel length shall be as inclicatod on shoets 8, 10, 14, 15,
<br />16,19.25 and 20 of 26 of Product Evaluation Document (P.E.D.), drawing Np.
<br />20-176, Maximum Anchor Spacing shag be as indicated on sheets 8, 9, 10, I 11,
<br />14, I' 5, 17, 16. 19, 20 25 and 26 of 20, of Product Evaluation Oocu mrnt (PE,D- i
<br />drawing No. 20-176.
<br />1INSTALLAT.1W
<br />Installation shall be performed strietty in accordanoci with details indicated ror,
<br />sheets 3 thou 7, `1 0 thro 20, 23, 24 And 20 of 26� of Product Evaluation Docuniew
<br />(P.E.D.), drawing No. 20-i76. Minimum separation to glass snail be as
<br />Indicated on sheets 8� IT, 16, 25 and 26of 26, of Predict Evaluation Document
<br />(P.E.D.), drawing lkklo� 20-17&
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<br />1121111,ucr EVALt'ATLQEILE-MR'i.7iD,�Z,0-1',IAM I
<br />"ATERIAL CHARACTER1 TICS AND SPECIFICATIONS
<br />Shot be strictly In accordance with General Notes and Components indicated on
<br />sheI, t 1, 2 and 22 of 26, of Product Evaluation Document (P-E-0 ). drawing
<br />No-20-176. Anchor specifications shall be as Indicated on sheets 1, � and 21 of
<br />26, c f Product Evaluation Document (RED.). drawling No. 20-176.
<br />RHEMZ�����
<br />7 d 1, 1iall tke strictly in compliance wrth General Notes No. 1, 8 thru 14, indicated
<br />on stikeet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru i6, indicated
<br />On shoet 21 of 26 of Product Evaluation Document (P, E. D.), drawing No. 20-i7ill
<br />prepr,ired by'nifteco, Inc. and signeciand sealed by Walter A. Tillit, Jr,, RE,
<br />7,2. -'roduct may be insta%fj kvilhin HIGH VELOCITY HURRICANE ZONES as
<br />defirrA on secilion'l 62D �I cf tln,� Honda Building Code
<br />73' -'roctuct shall only be Installed, Into poured concrete, concrete block, and
<br />vkoakp�, frame structures
<br />PrW �,,ct Evaluation Report prepared by Waiter A. Tillil, Jr., P.E. (Florida Ltcain�.e
<br />No � 44167), President of Tilleco, Inc, (F"a CA-0006719).
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<br />TILLIT T119TING & ENGINIMAING COMPANY
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<br />WALTEB-A- TILLU. JL, PE� Ell -cw,
<br />PRODL)CT EVALVAT1QNY_UQH1 , IT, " 77
<br />� 1'�'_ I L-. No "Wi ,
<br />REPORT NO.:
<br />20-0727�02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGOR'IR:
<br />Shutters
<br />PRODUCT SUB -CATEGORY-
<br />Storm Partels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Prytection P l2lts� LL,C
<br />48W S.W. 51 Street
<br />Davie, Florida = 1 4
<br />t FAMOISE QF EVALUATIQN;
<br />This iss Product Evaluation Report issuo by Walter A, Tillit, Jr,, P1. (Systeill
<br />ID # 1906) to the Global Protection Products, LLC. Rule Chapter No.
<br />SrIG20-3, 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 verified for compliance in accordance with the 2C20 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 GDCI
<br />This Product Evaluation Report shalt be subject to review and revision in case of
<br />a Building Code change that may effect its firritallons and conditions
<br />.
<br />2-E—VIDE-NCE S SMITTM
<br />2_1_._PFtWUCT EVALUATICIN DQWV1N1tP,K,D0:
<br />Drawriiing No. 20-1 75, filled '214 GAGE GALVANIZED S171EEL STORM PANEL',
<br />sheets I thru 18 of 18 prepared by Tifteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,, dated 07t2lr=20. This drawing is an iritegktrt `06I
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<br />PRODUCK EVAIA AnON REZORT NO, JOA727jW 7
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<br />Large missile Impact load tests were performed under SSTO 12-99 standEvid as
<br />pet section 1609 1.2 of the Florida Buildirg Godo. Uniform static loads as per
<br />Section 17OPP-81, per ASTM E-330. Test reports prepared byArnerican Testing
<br />Lab of South Florida, Report # 0814-01-01 dated 0311VC2 witnessied by William
<br />R. Mehner, P.E., Burior Moroz, P.E. and Henry Hattem, P.E. anic Report No,
<br />0219.01-09, dated February 25, 2009, signed and sealed by Ecirrundo
<br />Largaespada, P.E. and Henry Hattern, P E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section I 609. 1.2 of the Florida
<br />Building Code. Test Report prepared by Arriencan Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, sigriod and sealed by JuAo E.
<br />Gonzalez, P.E.
<br />Tensite test report No. 9CM-1 98 by QC Metallurgical, Inc , dated March 13, 2000,
<br />stgried and sealed by Fronk Grate, P,E, as per ASTM E-8 and Tensile Teal as
<br />per QC Metallurgical Report No, 1 OKM-1 3118, dated December 1, 2010 signed
<br />and sealed by Jorry Jaciolano, P.E. as per ASTNI E-8.
<br />2-.3-S-TRUCIT-MAL 9KfNfER1NQ_CALCtJ_LATIQN%
<br />On 24 Gage Gelvanizad Staial Storm Panel for maximum panel length vs. de*n
<br />wmd load, as well as maximum anchor swing vs. design wind load and panel
<br />lenath based on rational and comparative analysis, and in accordance with
<br />secition 1604 of the Florida Building Code. Calculatioris prepared by Tilteoo,
<br />Inc., dated 12118110 and OW27113 (for this revision) signed and sealed byWafter
<br />X Tillit, Jr. , P,E,
<br />I MI 5. LE WACT .
<br />REWSTAIII
<br />Large rn�sshe impact under section IeO9.11.2 of the Florida Budding Code, as per
<br />SSTD 12-99 Standard and TAS 201 -
<br />4JWINKE� LOADS, RUWANCE;
<br />24 Gage Galvanized Steel Storm Panel has been verified lzo sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and I 7 of 18 of Product Evaluation Document (RED ), 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 Cocurrient (P E.D.), drawing No. 20-173.
<br />24 Go"
<br />, Gatvanizod Steel Storm Panel has tieen verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-90 Standard.
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<br />Installation shall bre perfoin strictly in accordance with details indic-ated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6 13, 14, 15, 1 6 and 18 of i 8. of Product Evaluation Document
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<br />6. MATERIAL CHIARACTERISTI.C.S-AND-SPECIF"T*N&z
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet'i and 2 of 1 8, of Product Evaluation Document (P.E.D,), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 18, of ProducT
<br />Evitivatiori Dociurrvryt (P E.D.), drawing No. 20-175,
<br />7. LINITAT-IM-A 0 (ZON01TWIN5-DI-M.:
<br />T 1 � Shall be strictly in cornplianoe with Coftwal Notes No. 1 � 6 thru 14, indicated
<br />on sheet 1 of 18 a(Product Evaluation Document (P E,D.), drawing No. 20-175
<br />prepared by Tiffeco, Inc. " *nod and seated by Walter AH Tilld, Jr, P_E_
<br />7-2. Priduct shalt not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as distilled on section 162'OE2 Of the Florida Building Code,
<br />7.3, Product shall only be installed into poured concrete, concrete block, and
<br />wood f,ame structures.
<br />Product Evaluation Report prepared try Walter A. THIft, Jlr.� P,E. (Florida License
<br />No. 44167). President of Titteco. Inc. (Florida CA-0006719).
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