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<br />iWAITVR_�� OTELLrr, JR, P,rl. ...._ _ � _ ____ - - ___
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<br />Large misple �mpsct and faigue load fees were perfurined under Protocols TAS
<br />20,1,
<br />Shall [>a stric* in accordance with General Notes and Components indicated On
<br />?L1 ,RLAT
<br />2 God �
<br />203 as per section 1626 of the Florida Building a Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.). drawing
<br />FLC,L.�__�ffltonq
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engine-K-Ing &
<br />No.20-1743. Anchor specifications shall be as indicated on sheets I � 7 end 21 of
<br />.
<br />Testing, Inc., Reports# 906-609 dated OR-10-W1996, #90-570 dated OW1811996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-1715,
<br />PRO-D-WTV", L,UAT10NJ39E_Q9T
<br />itff-T30 dated 0912011996, all three signed and sealed by Hector M= %Iodine,
<br />P,E., Fenestration Testing Laboratory, Inc,. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 1010611 998 witnessed by Gilbert Diamond-, P.E. and Report No.
<br />7- UPAITABOO.AND Q0NDM0A4_0F USE:
<br />REPORT NO.. 20-0728.01
<br />0219.01-09, dated March 4. 2009, signed and sea?ed by Edmundo Largaespada,
<br />_� r-_ Pnd Hetiry Rettem, P.E__
<br />�
<br />17A. Shall I;H� Strictly In compHarrue with General Notes No- 1, 8 thru 14- Indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-107 by OC Metailurgical, Inc., dated March 13, 2009,
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and I 1 thru I 6. indicated
<br />on sheet 21 -_F26 of Product Evaluabun Document (P,E.I)-), drawing NOS, 20A76
<br />PRODUCT CATEGORY: Sbutters
<br />signed and sealed by Frank Grate, P. E.
<br />prepared by 7-iltew, Inc. and signed and sealed by Wafter A. T-dId. Jr,, P,E_
<br />PRODUCT SUB -CATEGORY: Storm Parilis
<br />-
<br />2.1-STRUCIPURAL ENGINEERING ICALCULATIOB-&
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE 70NES as
<br />PRODUCT NAME, 20 GAGE GALVANIZED STEEL STORM PANEL
<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 a rid panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER- olabwlmugdonp"qu=da.u.r.
<br />length based on ratIonal and comparative analysis, and in accordance with
<br />7.3. Product shall only beinstallad Into poured concrete. concrete block, and
<br />4WO S,W. 51 Street
<br />sertionl6i 6 of the Florida Building Code. Calculationspraparedbyrifte .:nc,
<br />cc 11
<br />wood frame structures,
<br />Davie, Florida33314
<br />dated 1110VOS and 03/12115, signed and sealed by WafterA. Tillil, Jr., RE
<br />1,P URF�Q$Fm OF EVAL N:
<br />ISSILL MeArml -
<br />EESISTAN—CE-
<br />Product Evaluation Report prepared by Walter A. TiQ, Jr_ P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Wisher A. Tilift, Jr., IPI (System
<br />Large missile Impact under section 1626 of �te Florida Building Code, as per
<br />Noi� 44167)� President of Tiltaco, Inc. (Fb6da CA-0006711)).
<br />ID # 1906) to the G loW Protection Products, LLC. Rule Chapter No.
<br />TAS 2�01 Protocol,
<br />01 020-3, Method I 0 of the F lorldo Depa rtment of Business and
<br />Pnoftselonal Regulation.
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustal" wind
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<br />This product is being Issued art Evaluation Report as described herein, and has
<br />pressures. Maximum panel lengrththalll be as Indicated on sheets 8,10,14,15,
<br />.
<br />,_ � 9 " .. ' sm
<br />- bi0� 44167 �,,
<br />been verified for compliance in accordance with the 2020 Seventh Edition of ft
<br />16,19,25 and 26026 ofProduct Evaluation Dor:ument(REXQ, drawing No�,
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<br />Florida Building Code, and to verify that the product Is for it* purpose Intended
<br />20-176. Maximum Anchor Spacingshall be as IT)dI<,.V,Ied an sheets 8, 9,10,11,
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<br />1 __4L_ �-. sTATE OF f
<br />at toast equivalent to that required by the Code,
<br />14,15,17, 18� 19, 2025 and 26 of26, &Product EvaluaticitDocurrientiP.E.0
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<br />drawing No. 210-176.
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<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />a Building Code change that may affed Its limitations and conditions
<br />AAINSTALLATIONt
<br />I1110DIAII
<br />Installation shall be performed strictly in accordwice, with details Indicated on
<br />2. EMQQNCE MIMITTEP;
<br />M_fflQQ_= EVALI.IATION DMI.)MEW i"_D_J;
<br />ahoets 3 thru 7, 10 thw 20,23� 24 and 26 of 20, Of PrUDICRA
<br />t Evaluation loocurnent
<br />(P.E.D.), drawing No. 20-176, Minim -in separallon to glass shallbe as
<br />WATELL
<br />D�� TILTECOAMMOIN RIEWROS %P��. REPORT.20 iGOGRALPROTEMON PRODUCTS. I IT20 GAGE
<br />`GALVANIZED STEEL ST-O" PANECL% DARMS 4' 210.1761 RtIPORT ir 20,0728.01.
<br />Drawing No. 20476, filled "Z GACE GALVANIZED STEEL STORM PANEL",
<br />Indicated oncheats 8,14, 16, 25 and 26 ITT 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by'rifteco. Ine.; signed and sealilld by Walter X
<br />I E.D.), droarling No. 20-176.
<br />� -
<br />THIlt, Jr., P.E.- dated 07t2812020. This drawing Is an integral part
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<br />Evaluation Report. 'A
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<br />MI,LTLXA� TILLJT, AL, 2 F_ H1tUQPdAWxOArI
<br />MDUCT-EXALUATLON RE PORT ".�y Lkb:� ,Nq c
<br />" ,� A.��>INRII
<br />REPORT NO- 2007;l:7�02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY: sr�mm
<br />PRODUCT SUS -CATEGORY: Storm Panels
<br />.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: OlobiaLP-nal-ogtion. _PduCts.,..LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida W314
<br />1, R-UROME OF EMALUAT119M.
<br />This is a Product Evaluation Report issued by Walter A.T111111t, Jr., P.E. (System
<br />ID 4 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />fil (320-3� Method ID of the Florida Department Of BUS313033 and
<br />Professional Regulation.
<br />This product is being Issued an Evaluation Report as described herein. and has
<br />been verified for compliance in accordancewith the 202G Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is forthe purpose intended
<br />at least equivalent to that recidired by thin Code�
<br />This Product Evaluallun Report shall be subject to review and revision in Case of
<br />a Bulkling Code change that may affect Its limitations and conditions
<br />Z.-Ev
<br />1-1 PRQPUc1XYALVAT1QNTD&="E IMMID.),
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM. PANEL',
<br />FlNisels I thrur 18 of 18 prepared �y Tilteco, Inc.; signed and sealed by Wafter A.
<br />Tillit. Jr., P-E.,, dated 0712712020. This drsn�
<br />Evaluation Report.
<br />6-155 N.W, 36th Sfte,-L StIfix 3W, Nliand, Rodda 331 04o - PbO
<br />0
<br />_2042r1m 2
<br />Z2,10THERMT%
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />Per Section 160gA I of the Florida Suilding Code. Uniform static loads as per
<br />Section 170-9.8.3, per ASTM E-330, Tow -Asports, prepared by American Testing
<br />Lab of South Plonda, Report # O814XI -01 dated 0311 1 102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. add Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaospada, P.E. and Henry Hattem, P.E. Large missillia impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida
<br />Aullding Code- T" Report prepared by American Tes3fing Lab ofSouth Florida,
<br />Report No- 1 123.01 -1 0, dated November Z3, 20 1 0, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CMA98 by OC Metallurgical, IETAC,, dated March 13,2009,
<br />signed and Realed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. I OKM-1318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />ZJ_STRI,W,11JRAL GINEERING (;AWULATIONS
<br />On 24 Gage Galvanized Steel Storm Parief for maximum panel (angth 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 />sectio�n 1604 of the Fidirlde Building Code, Calcuilvorn; prepared by Tilteoll,
<br />Inc., dated 12J1811 0 and 0&27113 (for this revision), signed and sealed by Walter
<br />A-Tiffit. JAI P-F;-
<br />IMMLIE IMPAU MISTANCE:
<br />Large missilis, impact under section 1609,1 2 of the Florida Building Code, Repair
<br />SSTD 12-99 Standard and TAS 201.
<br />4, RND L E-RE-41STANCE:
<br />24 Gage Galvanized Steel Storm Pane) has been verified to sustain wind
<br />pressures, Maximum panel length shatilas as:indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.1, drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as Indicated on shenits 5, 9, 10, I 1, 13 thru 16
<br />and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing NI 20-175.
<br />24 Gage Galvanized Steel -Storm Panel has been vedfied for code compliance to
<br />work as a non -porous storm abutter assembly, as per SSTD 12-99 Standard,
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<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, iS and 18 of 18, of Product Evaluation Document
<br />(RE.O.). drawina No. 20-175.
<br />0. MATIERIAL_C����F��S:
<br />Shah be strictly fit tiQcordlarfae with General Notes mid Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-176.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D,), drawing No. 20-175.
<br />T_LNEIW(QNBANPSC��Q �-
<br />7.1. Shall be strietty in compilanoe with General Notes No. 1, 8 thru 14, Indicated
<br />on liheel I of IS of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared by Tilteco. Inc. and signed and sealed by WafterAll. TAK Jr- P_E�
<br />72. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as ceftned 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 Repon prepared by Walter A, Tilift, Jr.. P.E. (Florida License
<br />No. 44167). President ofTilteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />Ei�� FIE TrCo ADEA061 RIPCORERS k F, F� REPORT,21i
<br />a,LVAIN) STEEL STORKI PANEL k DRVAG 10 M M I
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<br />GENM& P Y' IN CASE TILAT PFI.MA�A SMNE OR PlIMCM CONIRCI� Cr, CiR — — ,AF ToUmP � 7,� (SCALE I �9` 1 1/4� 2/4� 3/4. 4/4, 5/5, 7/5,
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<br />�110R PAND, SHOWN OA TLqS_MDC' 8VX�,OT_,,N 5OCUBJNT DF.riI) FAK AALEN VERIFED "PH SOWL.W-1 �� ANCL'OR-SE SHkJL W �__ MEN'fIONUD iN J-A) AND IN 432) - - - - 1� 156' [101� IOUTP) I - l�, 506- p�D WIDTH) - . +Sw/lo, 6W/11 & 7W/ll
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<br />ACCOADMa WITH T'4 2M Uth EDIPON� V THE rioi,� DIND54w, cOX !�I III QU$Eftk�%Iw ,�WhL-SpCLIF�f,-�L�L'T�,-',--,-�..�LLMR,� ! - IV.-' (C_ - -01,15 1
<br />SIMON WAND LOADS F�NVLL BE XCERMIhCO �5 PEA SEIC�TION 16?0 OF THE ABOVE MENTILYID6 CODD, - �,'i*0 7APSSN ANC�ORS. 91, VMwE,,-WRM Lay OW 94AIDEX, Nc I .. I ! -I" - - - __ �W�.Tw� IDO S�AV4 DZI; �D�T,IOLIL IIN IRICIIS 10 A * -----I. M__
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<br />FI* A WSRO ,I � IS BEDSORES VS THE SARSINe 1XIN WHICky 114D,k: S0LyTqtWD 41T 1� % TJTST,�Loo 4%R - IISA-10I PANCLUATE III K, AND PA%ftW.,,TF PLUS ARCkQR,, A�.', N4hS6MT%PR%1S S, FACV, COIMTRIJCESIN PRODTB�rs - . P, 1/4, - & 2ril ... Iw WH NOR *= SEE GECIOR4 ON SHEM I 0 & I I T AWN,
<br />ONO ---I , D�4.' � 1 Y10. �_ I ITUIST I S=- : . . ...... - - - -_ � - . - --..--. .._-
<br />FOR A nRECn 'I IV 1, r 40haR KA.10 85 QSRA;; A51-'r ]I � qB AND IIFXT� 4OF EivDirSIR 04 ,SViFRUQ DI 9 C �1 � i/4'. LAS SIDDENIS PV� "do''I, � � , - � iPC, - , ,�, Z I - ,,�5t- - _�50- - I - I
<br />LOILUN PRMUrFEF1 wi.o� %Eu ,m iPILA,�s T ,NRu, ��, ,� ,O, C, IK & TL�, - 1,".,. . I/TI� ��o ,10%1110, 10 OVISNO"M V - 1PN1 OCIU., OIN, & I�M,.T` 1�0 : I - "-.1, .. 1� '. � � ,
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<br />. FAR-P TO ,VKFS TK AWNE C120"F40TAL UIDNRAX 05SICN W- �MW olr�o -�, Asa 76 CT� WiNAAALLA TM-WAM, �EWIRAMS INTO �NIW C1 TAFI�ON MS1IQP5 ��,Hkj HE A %/?� ANr� 2' FOR E,C� PANELM03& 114.0S E_ - '1_4I�Q-_/P-'\ \ - - A- D.M(�),(�).(j)l r ,
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<br />TLC�APAR-_ TRESE W/ W� LL5.0� XiioM OiEISSU�AE' W�WGS NCAOATOC � SNE r I LPIOI I Z, � " '9 ak 220 AND PANE,� .--.W_1 ,',� I / /O a.- -_ \ 1
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<br />-% SIV WIND �OAM SD� )�FO W FLISTA, ANAI PYA. FASICII195 5PAL.P,K; TO INIXI'D �%A Afrm I FTSANNNT-r� N NET ON c . , - =I_ - � - I ` ENDS All I ,! 1 ! � � � � � 1 1 � I
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