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<br />Will A. TTLLIT JR�, RE, COTTI
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<br />REPORT ill 204720.01
<br />DATE: July 28, 2020
<br />PRO13UCT CATEGORY, Shutters
<br />PRODUCT SUI&CATE60i storm FAMI
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global 1!rotMIAftP_W,V&ft.lJ,lQ
<br />4800 S.li 51 Sirell
<br />Davie, Flor-01,433314
<br />I � PURPOIE-Of-EVALVATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tist Jr, P.E. (System
<br />10 # I 900) to the Global Protection Prod ucts, LLG, Ru le Chapter No.
<br />61 020-3, Method ID of the Florida Department of Business and
<br />Professional RAguilation.
<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 title produict Is for the purpose Intended
<br />at bast equivalent to that required by the Cc&
<br />Tha Product Evaluation Report shell be subliect to review and revision in case of
<br />a Building Code change that may ~ fts gmt-atic,ns and conditions
<br />I -EVIDENCE SM117YED,
<br />201-MMMULEVAUJATION DOCU ME NT JEi
<br />Drawing No. 2D-176, tilled"20 GAGE GALVANIZED STERL STORM PANEL",
<br />sheets I thru 26 Ill 26 prepared by Tittool Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part
<br />Evaluation Report. J%kft
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<br />- ", -jf�� �,, 2 * � No, 44167
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<br />6155 MW36th Sftwt,SWtc301, Miami. FID,rida3l�166-Fbunc:(305)871-1530. I 11
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<br />22A M RE PORTS:
<br />Large missile impact and fatigue load le-sts were Defforread under Priciticieloy'S TAS
<br />201, 203 Rs per section 1626lof the Florida Buill Code. Jrdform Static loadle.
<br />as per TAS 202 Protocol, 7est reports prepared by Hurricane Engnisering &
<br />Testing, Inc,, Reports 4 96-569 dated OB109i #H-570 dated 09/18/199e,
<br />#96-T,30 dated 09f2OP1996, RII three signed and slealed by Hoctor Nil. Medina.
<br />P,E-. FIESIEstration Testing Laboratory, Inc. reports # 2032 dated OA!16;19-% and
<br /># 2126 dated 10/05,11998 witnessed by Gilbert. Diamond, P.E. and Report No
<br />0219,01-09, dated Viall 4,2009, signed and seated by Edmundo Laugslospada,
<br />P E� asid Henry Hattem, P.E_
<br />T
<br />I ensile el report No, 9(--M- 1 97 Dry I W-talluirgical, Inc, , dated March 13, 22rl(W,
<br />tug nod and sealed by F ra I Grate P � IE,
<br />2-.3-STRUCTURAL ENGINEERA1LQ_CALCVLA
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<br />On 20 Gage Gaivenizatl Steo4 Storni Panel tEx rnaxilrKlin pal tEirl design
<br />wind bad. as well as maximum anchor spacing I deskari wind Wid and panel
<br />length based or. rational and comparative aralysiti, ano n accordance with
<br />section 1G16 of the Flool Building Cicide- COlCUIEtlans prepared by Tilleco, Inic,i,
<br />dated 1 illi and 0311015, signed and sealed by Walter A. Tillit, Jr-, P F
<br />,3-J&$-%LEJI&e-ACI-RESLS-TA—NC-E -
<br />Large missile impact under section 1826 of ffie- Florida Building Code, as per
<br />-
<br />1AS 201 Protol
<br />4--WINE; LOADS M III AE -
<br />- 4STANQ_
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. filaxitri pane,i length shalt be as Indicated on sheets 8, '10, 14, 115,
<br />16,19, 23 aod 26 of 26 of Product Evalluation Document (RE.D.), drawing No.
<br />20-1T6. Maximum Anchor Spacing shall be as indicated on shop -Is 8, 9, 10, I 1,
<br />1-4, 151,17, 16, 19� 20 25 and!20 or 26, of PrEdmil Ev,alualicln Docurrill (P.E.D.),
<br />drawing Ni 20-176.
<br />S.-WTALLAT-10bi;
<br />installation shall -he performed strictly In accordance wi details indicated on
<br />,
<br />shoes 33- ru 7� 10 thru 20, 23, 2�and 26 ot 26, Off Product Eyaluation Document
<br />m
<br />(P.E.D.), drawing No. 20-176, Nilinirri sep,aralkiin to glass shall be als
<br />InEllicatedon Sheets 8,14,16. 25 and 26 of. 213. of Proci Evaluation Document
<br />11P. E. D.), drawing No, 20*1 76.
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<br />E. MATERjA.LG_HA8A9Nffl_$T1CS AND SP GIFICAJIM:
<br />Shall be strictly in accordance with General Notes -and Comporre. Tits indicated on
<br />sheet 1, 2 and 22 of 26, of Prodiuct fivaluation Document (P.E.D), drawing
<br />No.20-176. Anchor specifications shell be as indicated on sh"ets 1. 7 and 21 of
<br />26, of Product Evaluation Docurrient (P.E.D,.), drawing No. 20-176.
<br />7. L MITATIM-At-40-C-Q-NIDIM-146 0EIM
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<br />7. I. Shall be strictly in compliance wit, General N-citeralts. 1, 8thru 14, indloall.
<br />an sheet I a' 26, as well as General lietes # 1 thrut 4 and I I thru 16, trIdicaten
<br />,cn sheet 21 of 26 ot Product Evaluation Dowment (P- E-D,), drawing No. 2D.1 76
<br />prepared by 711leco, 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 Ronde Buildina Code.
<br />73. Product shall only be installed Iri Poured CDnCrPAe, concrete hlilck, @nd
<br />wood frarne strictures.
<br />Product Evaluation Report prepared by Walter A. Tl Jt_ P.E ("Florida License
<br />,
<br />No. 44167), President of Tiltecot. Inc. (Florida CA-0006719),
<br />I
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<br />01 T1 t TECO ADMON RE cGill � P_ E � REPORT 21E I Ot ORAL P.ROTECTt0'Fq P 9 00 Lil-TS, I i 20 GAGE
<br />GdVA"l STEEL I PAI DRWQ 912 .,*.I 76 % I ill Z-9728,011
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<br />TILLI TES-11111W 1% ildhMINEER11111113 C-OMPAN17Y
<br />__ _____.__ ------.----- ------ ___._.._____________.
<br />%ill LTEII.z� TILLJTI 14�_ PX dk0W,4=7_,Il
<br />PRQD_V -f—EN 7 . VATLON REP -J�P T,�,,�Ili 44�q`
<br />C . E�- - Li� �r�`l�
<br />REPORT li
<br />20-0727.02
<br />DATE:
<br />July 27, 202u^-
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATF-GORY.-
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GAILVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Q1QMP-r91tal0MFWd=b1-LlJC
<br />48W S, W. 51 Street
<br />DaviI Florilda 33' 314
<br />1. PVWPM��U �N.
<br />This Is a Product Evo usition Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1'906) to the Global Protection Products, LLC,:Ruis Chapter No.
<br />611320-3, 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 venfled for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, al to verify� that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluatton Report shall be subtiect to review and revision in case of
<br />a Building Code change lhat may affect its limitations and conditions
<br />?
<br />Ru..EWKNP�EB
<br />, _Mr
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<br />2.1.P )MLCJ-EYALUABQ,'4-D-OIQUMENTLP.rz.[),,,
<br />Drawing No. 20-17S- tried '24 GAGE GALVANIZED STEEL STORM. PAIi
<br />sheets I thru I 8 of 18 prepared by Tilleco, Inc.; signed suild seated by Watter A,
<br />Tillit, Jr., P,E.*, dated 0712712020- This drawing iss an inte, "
<br />Evaluation Report. 5#rkil� O/It',ii s
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<br />Large missile Impact load tests were performed under SSI 12.9!9 standard as
<br />par section 16W.1,2 of the Florida Building Code. Uniform static toads as par
<br />Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report * 081 4-01 -al dated OXI 1/02 witnessed by William
<br />R� Mehner, P,E., Soriz Moral PIZ and Henry Hattern, P.E. one., Report Iii
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo
<br />Largaespeda, P.E. and Henry Hattern, P.E, Large missile impact and wyclic
<br />loadings per P06toctAs TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American -I asting Lab of South Floods,
<br />Repo it No. I 1 23,01 - I 0, dated November 23. 20 1 0, signed and sealed by Jvlm E.
<br />Gonzalez, P,E,
<br />Tensile test report No. 9CM-198 by CIC Metallurgical Il dated WF,-b 13,2009,
<br />signed end seated by Frank GrateF. RE, Be perASTM E-8 and Tensile Teal as
<br />per I Metallurgical Report No. 10KIIIIII-1318, dated December 1, 2010 stned
<br />and seated by Jerry Jaclufano, P. E. as per ASTM E-8.
<br />a,-sTRLLU.UJB-AL-ENOLNEERtW-CALCuLATionsF
<br />On 24 Gage Galvanized Steel Storm Panel fur maximurn panel length vs. design
<br />wind load, as Well as maximum anchor spacing vs. design wind lead 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 Tliteco,
<br />lnc�, dated 12115110 and 08ji (for this revision), signed and sealed by Walter
<br />A. Tiflit, Ji P.E.
<br />3�M_$.$1LEJW_A_CAUiE3l3T,AKC E:
<br />Large misel Impact under section 1009,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201-
<br />lit NND I1L0_ADS MIUANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to suatalniovind
<br />pressures. Maximum panel length shall boas indicated on sheets P', 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, 1 0, I 11� 13 thrui 16
<br />and IS of I�B, of Product Evaluation Document (P,E,D.), drawing No. 20,11715.
<br />24 G.W Gailvanized Steel Storm Partiell has Wen verfled for code compliance to
<br />work as a rion-porous storm shutter assembly, as per SSTO 12-99 Standard.
<br />, .:-.,.l 0
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<br />installation shall be performed strictly in accordance vMth details Indicated on
<br />shoals 3 thru 8,12 thrill 18 of 18. of Product Evaluation Document (P.E.D.).
<br />drawling No. 20-175- Minimum separation to glass shall be as indicated on
<br />sheets 3, 6� 13, 14, 16, 16 ,and 1 8 of 18, of Piroduct Evaluatm�j Docurritent
<br />(PI.E.D.), drawing No. 20-175,
<br />6, MATERIAL CHARACIEMTKS AND SP991F
<br />ACATIOW-
<br />Shall be strictly ill accordance with General Notes and Components incricated on
<br />sheet I an d 2 of I 81i of Product Evaluation Document (PIE � D.), drawing No,
<br />20-175.
<br />Anchor specifications Shall be as Indicated on sheet I of 18, of Product
<br />Evaluagoin Document (P.E.D.), drawing No. 20-17&
<br />7.11 TATION Al�!QNS OF USEIT
<br />71. 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.). drawil No, 20475
<br />prepared by Tifteco, Inc. and signed and Bell by Walter A. 7`11111, Jr�, P.E_
<br />7.2. Producl shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620.2 of the Florida Building Coi
<br />7�3. Product shall only be Installed into poured concrete., concrete block, and
<br />vlood frame structures.
<br />Product Evaluation Report prepared by Walter A, T1111t, Jr., PIE� (Flartele License
<br />No. 44167), President of Tilteol Inc. (Florida CA-OCI06719)�
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