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<br />PRDUCT EVALUATION REPOR'1'NO, 20-072I.01 2
<br />PRODUCT EVAI.UATEON REPORT NO. 20•r726.0 , 3
<br />Z I 1 L ECO Ir,c-
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />22TFF,S7 REPORTS:
<br />C MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />_
<br />WAtT7.R A T'LL1T, IR., Ps. tiltlN,O@W).CC
<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
<br />I'L r E. L— to ,,I I,r
<br />per 9
<br />201, 203 as r section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />FL C A LL-.1 0FRH6.11
<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 # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<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 04116/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No
<br />7. LIMITATIONS AND CONDITIONO-OF U$L-
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and seated 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, 2020
<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.
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2._3. STRUCTURAL ENGINEERING CALCULATI-OHS:
<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 bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: 01411tal pr4tectlon prodtsta-LI Q
<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 />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wolod frame structures.
<br />4800 S.W. 51 Street
<br />dated 11103108 and 03/12115, 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. Tillil, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. 711111t, 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-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />IFt111/
<br />61 G20-3, Method 1 D of the Florlda Department of Business and
<br />4, WIND LOADS RESIl�N�E
<br />,LSlllll1111l
<br />...:7i(���•io.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />`\,,�.�,
<br />= �Q.'\CENSF'' �9''�
<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 />_ ' •- gg167
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />-- -,
<br />T * : ?
<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, t 5, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.).
<br />___•*
<br />'__'�-1, ;` '�' o . STATE OF }E
<br />at least equivalent to that required by the Code.
<br />drawing No. 20.176.
<br />r
<br />s-0.%,,,A(OR10 ,: *III�
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />S.INSTA�1*ATION;
<br />lo'''1�SS SON A 11E
<br />'
<br />a Building Code change that may affect Its limitations and conditions
<br />nnal
<br />Installation shall be performed strictly in accordance with details indicated on
<br />waTUL
<br />2. EVIDENCE SUBMITTED-
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D:1 TILTECO ADMON RECORDS I P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC t 20 GAGE
<br />ZLI-PRO(P.E.D.),
<br />EVALUATION DOCUMENT (P,E,R,1;
<br />drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEL( DRWG* 20.1761 REPORT 920-0726.01
<br />Drawing No. 2
<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 sealed 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�� f�ls
<br />Evaluation Report,
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-13hGne: (305) 871-1530 - � "" S31
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<br />CENERk NOTES: e3) IN LASE THAT FRE:AS' STI7NE OR PWr AST CUNCRE'L PANELS S' C!' JN NOGG BUROS RE F Il, )N , !
<br />D"im 21 0e17F-%,;TING WAIL. A•KHCWS SHAL fN LONC ENC'uGII TO RIAC-. '-rq VAN STRUCTURE BENT:^ •:!NCH PANEL5
<br />' $Tr3R4 PANEL LI`OWH ON I.15 PRoC1,CT EVAL UATIDN DIXTUE,I Ir-E D; HAS BEEN VEA,; FL, FP. C rIuAIRY,SCE ,N .17: HCRAGE SH BE A$ ME N TIf,NED IN B I AYG "N 52i
<br />ACCORDANCE IN— THE 2p20 !?Ih EDUADN) OF THE Ft OPIDA BOLGNO :ODE .' -L .EXallh,LL-vQsI o _Y,h SP_QFI1. 1, ,-.. - O_I MITE
<br />OES,GN WIND LOADS SHALL BA D"ERMINLC, AS PER 5ECTIOIN '62(10F THE AHOVE MENTIONED :'CNN.. - '/.'r tAPCON ANCnOPS, AS MANUrArTUREG 9Y W b'JfLLC., NC
<br />FCR A WIND SPEED AS REOIJR,EO E" THE JVRISL%,TIG,1 WFIERC THESE ;NUTTERS Wn BE NSTALLEI ♦NLI - 6,4-1I.-11LLAUTE ,E-L R' AN" FWI.AT. _J AN,.H4NS AS MNIJr AC1,REC �H CG C(-STPIII.. ',. rNDD.Ic IS
<br />FOR A OIRECTN)NAf1V:ACTOR Kd-061 USING ASCE 7 t6 AND SHAH: NUT F%CFFO IIIF MAX14UM (7.'SD) ' I/4'.'AG SC4YIS PER ND. S.
<br />OE51G', FRLSSIK,'E kAr:NDS INECATED ON SHEETS ' THR! 12 I,- :5, It. lb b 7O - 7/16'♦ . ,/A' WQOC RUSHING A$ 0•STRBVIEG HY N.L �'AN' S.'REW. B(1LT a SVEC'A'I -
<br />IN ORDER VERYY THE ABCN, CDNOITIfNI .)LTHII,fE O S✓N MNG I.CIAC,S GirRNINEP PER ASCU 7-76 . •': MINIWIN THREADED RENLTRAI,DH IS;') MHr,E IF TN-C^S A`_'HCINS SHALL W I 1' ANE ' - F,CIt PANELNATE IL1'5
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<br />BE SHALL ,RSTPr;-CEO As,, IDE'MHO OS B A5.5011 LOAY WILTPLi14(• 'NF6 SL BY DIN ORN.
<br />DER I( AN' PEIMA.i FFNA,E D
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<br />LCwlkRE t•,LiE W/ ALAS ,13D) OE:n FRi SSVRF RA IW,S INCICATEC ON SHEETS "NR'J I' Ia .N . F, '9 A i
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<br />" V - RTAVEC PCHC-FA•CN III I.' SCSI. N ^, THE W"X FRAME JNI_ SHALL 9. '13 (HFf AOU1
<br />11 'JRDEN V vS-inFY 7-7 ANY: 7:L N',N T.AS PED AS ':,,-SJ C WERE NLNETI =TREE-cII A '.3i NCRFASt N A. LJWANLE 4ENFTRATMJN INTO CluTCO SILL- 6E CJNS'DFtEJ AS PAL.' f THE RiG. R£? ! 1. Ar1rf NEIPAI_xl
<br />STRESS DCH MNU JAGS WAS WI: .ISEO'H •-TER ANAI ME FASTENERS SPACING I WOOD HAS BEEN DFTFRN .VCC, IN
<br />WI, O' ACCORDANCE N n S l 8 ,
<br />C.! MN41N EDGE I S1ANlF 'ir h. W<, I N r. i N T•. , DG[ VL t .. N W00 5 N P AS NU 1 `: JkAYRNO
<br />51ORB PANEL'S AUEWACY FOR 0UPACT AND WIND RESISTANCE 105 BEEN VCk FILL IN ACCUR;IANCE WI•IH SF'itbV 1626 OE
<br />f. I1 IA.^NMI;4 FEN[TRATI
<br />THE ABOVL MENTIONED LODE AS PER NtJRRiCANE ENGINEERING b TEST14G HNC PEPORT5 96-569 90 570 b 9e-11n AND ON OF *1700 5 SHM, SNN. BE S/8' I A ♦ '; SCREWS USED S_ 6F I I/2' .ON; MINIVVV
<br />IFH__"STRATION IESiRM IAP VIC REFOP'S r2032 A, /212E AS PIS rKOt) TAS-201. AS 202 AND TAS-7C] SHOULD 11OC.0 Ek IST AND I VII I4VM rI P *AI W 1A' W4,ST1Y:Ci
<br />AS WELL AS AMERICAN TEST LAB &SULTF fLLRIOA REPS %C:.ISA1 CS, AS FIR TAS 201, TAS 20. AND
<br />TAS 2o_` VANDAPDS - 51 IN CASE THA1 WECA:1 S':N'E OR REIA' CON. R PANE IUCI:G (IP W'E", [IAP55 HE FO'1ND ,]N THE E%.$TRA
<br />:' NL N'14INL14 i1TRGSICNS I. BC 6053-T6 NIG` AND 'F4FEF IUnLFSt ("4F4W $! WAL ALA W R5 $HN :( .0•IC N x. ;H T' ZF.Ar- ti W.W TR1ID'TJPE 2FH h[ �Ul,H �ANI1S
<br />- NCif.Dl SEE S•IEr 2 ANC 1„RAGE SHWLL HE S NEN OAF_ -. . 21 b _ 1,
<br />' ALL ALUMINUM $H.E Ft uETN JSFD 4' Cl DS -FF- -II WAVE J, OS-H 11 ALLnv. r
<br />(I,) AN<_HGRC STAPLE BE NSTN Er, Fry�GW h'4 N! C, IHF FF-frNMFNOA'1'-W.'. _D f'r,,"NS': HE AN. —. I AA.YI,FAr;n,L
<br />• ALL STEEL 5HEE• MEIN $NNE F. '~ HAVE 'R11f TL14AL 9UA..TY STEEL AST4 A-6-} LRA:)E 5D M•N.MUN. ::-6(
<br />6 PANES WAY ALSO RE IN VA_' FULLCWN'. NSTAATdY OETA LS SHOWN ON SFC TiGN ) THRb .. 10 I=MEE`a
<br />wVANH2[EI SEEL Cf5OYn0N */Fr. e4! e 'AFTER RULLFJ))
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<br />ECfiW5 T; - ST u S Y • ^, ' ^R R 51�10. ' i R t : F. I N LE S >'EE. . J '-•e ,:St MLR1% OP ,.a, RO51Oh E.. N CITED 90- _ AS FER I SHAH BE THE FIESP YSD T H •H E ONIRNHIOR C vERIY 'Ny SJ UNDRESS OF •HF `IqR LCH. RE W1W RE $HIJiTER 15 lr, BE
<br />UN jOUIB W) SC ,I YIf1U c*RFN;iH ANL 9G I19. TENSILE STRE:Iti'•+ b 51'N_ I'CMP_T w/ E.JHtA B.I I,.'N„ :. "
<br />SECTION 2A ()34• - ' A-TACHCi' O'NSURL "RV FN V:H RAGE , . .-TER _ JN Pi A•'NHID Tn .,.A EEC. 3LC"_K i *fhK, FRWL
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<br />- TVAY' ft IftG i'AN �.. W APi I'UEL RE NF Rf FMENi CCRKK rCR10I5 DF HVRRKNIf WAPNIIYIT..
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<br />•C SEA.A.ILF. A 1 9, !:TEAIR CONENI EU'.:E> IL WHH REMAIN N ', 1NTINUCLS JYIAC' -
<br />. TAPCON NC.HQr' AS MANUFA..TJH _D W F1 HI A , _ Ill ILI1, 's-192 P) THE BU'N rLEC Tr. PR=VrhT WRID/RA,N 1NTItIJON
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<br />un I 3000 �RONIkD R HE JI:RSO II01 WI -RE PERNI' S APP' LD TO
<br />lla to PANEJIAT6 FEUAli 'U b F• IFINA.E F' S ANO-OPS AS NAANUFACTLIRET BY ELCO'.l N'.Ik•K' ,,1 ,'1f'•J::'$ nI1 F'R..r E'rA PRFPARELI PROVE
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<br />IF) CONF•ACTCR TO BE RESF'ON5IBLF FOR 'HF SELF. CON P.IPCHASE AND YSIAL.A''_N INC,VOINL -HE SNE'Y OF THI; 1=40DLICT
<br />A,i MINIYtIM _NBEDME: NI LV -AFCGN ANC-i- INTO PO D y 1R[JNCRFTE $NA11 bC ., .' 2' IGq --Tv FEAIAf 11q D CN .ITS PE - HRf:VIEILC HE,/511E U'ES T -F ITT FRCNA Ill::CNONTONS JETAILE,1' . CY T1.DCCIIME..R
<br />Z AND PANFNAt"F Pl IS AND I 1/1- F,. r, TAP T ANC HO"i ,J 1.. R„C ON SAF,-Y AT SRF :. THE iQNIIA, P'- E.P,)N 8111
<br />.2; Ilk b 5OIC $E7 the RS `(:ALL RE ERETM 1/8' a1 " ROI•RE L(NARE-E - ENUC AIEV1 SIC I,I TH'S -RIFL.f,T FVA ICLIVEN' *It P '-.YCKPFTI ',V_... 1 N:i!XitE--
<br />S` IC D SHN.. BE. PERIaTIID 1/4 D SfRE'A" USED SHALL BE [' LUNF. IIINAI:1. OJL 5TVCU IFS'
<br />NO N1N1M'JM FOR WALLS WTr' i• i-T'J..J AND. RAT W HIAVIEU ,:NT.l OR Af_ InREADED ..,PE`WS W/O 'ILA'C IH S71 ,,V F RHO--1 YN. a PIFTPARFE my A -M'J, RFLS -RED ENCJNEER JN ARC 7-' W-4'.H• *ILL KCONIE FFE
<br />ERT Wr. WING 141RS FNONEER O RECORD ([OR ) ION THE ;'ROACf .NO RHO W BI R S.'_NSBL FIX. IN
<br />F'LO CR S of ;HF FEI1 ENGINEER OfREC' RE, A,IN ., (EL ,AED FNGmEER TL, •41
<br />A11 IN -ASE THAT FIPECAST SIONL, PRECAS1 rOMPf TE PANELS, RAVERS.STUCCO OR INDIO 1L,ARUS ILL 1O, Sb ON'H• .'EC RJGINEEh SHNLI SIB4'I T;:l THIS 'ArIF1 T1IT .r. LPL. ER ;InAMN :S -DH HF'AEW
<br />EYIST.NG *ALL O. ri.00P, .4VHO,,S FHAL. BE )HL 1N-UGH TO REACH THE 4NN STPUIT17RE bERIND 5'J'.11
<br />I ASL5 AA,HCRAGF S1W I BF A5 4) CNIFD IN A 1) AND IN A2' (K,I THIS G AL. BeA4 ILE LATE AND CRC,NAL SEAT AVO SLI.,'JHI, (Y IHL P4OfES<I:INAL
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<br />I.. . APC ANCHORS A.`, WNO1 REJ HT I I W 81,4 1E•. NC 1 SHUTTER MAY C..'i RS LAW SH R' ICATF REAL Ni5LE IO�AT AT STLRV
<br />PANT, ' JRLR *CCOET)ANCI WITII -C N '0'7 Qf L:R,C•A 'RILE„NG CO. JNE -ABU
<br />I / 1' e . 7, 6' t_N ✓, ANC'HORi AS VM r.CTI PE E 'E*A 1 NC i, DO P A ' SHJ.' L Rc Ur EI FOR EVERY OPEN N'. LOBE' TSO Tfr .OUR T W111 Sf-Tit N , 7L9 N : OT M
<br />/I•." F I.,4- 50LIJ SST ANCHORS AS OF R;BUT EL aY ALL L, -. RFIR Y()l A 'AL.T` L •L'JPIUA 3JLDIN. I'. ILIF
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<br />'L VAN MA Ec HI AN N i PLUS f I Ili 1 -H / f h NNE G LN L. S I C A NNJ+ U ED 3Y Ill ` lM.l RV :N CQ[iNN P[RMIT; Ri THE STATE OF FLORIDA
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<br />20 CAGE GALVANIZED STEEL STORM PANEL
<br />Zone }
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<br />TILER TESTING 6 ENGINEERING COMPANY
<br />WAt,TER A. TILLIT, IR, P.E. tilteopgraal.coi
<br />F I
<br />PRODUCT EVALUATION REPORT IT Lic-Na 44L6,
<br />,L':.n. Lt1RN,e J, I AOV19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection 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 Wafter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1D 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• .._RO�UCT EVALUATION DOCUMENT 1P.E.b.):
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL
<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 inte�4ad+ tEoiFjjtis
<br />Evaluation Report. `�E _%!!L1/l
<br />�s� --NE f. -'i 1167
<br />-'r i * *
<br />-a'• STATE OF r'4
<br />b;, •F/OR10?.'.'4'
<br />6-155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305') 871-ltw I—�IS`T')-1531
<br />COMPONENTS
<br />FOR REGULAR
<br />do LIFE SAFETY STORM
<br />PANELS
<br />(SCALE 1/2-I-)
<br />-
<br />15196• (IGIAL WIDTH)
<br />--
<br />_ 15196- (TOTAL WIDTH) _
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<br />12.500- (EFFECTNE WIDTH)
<br />-_
<br />' - 131•-. -
<br />--1350' -
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<br />•.500•
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<br />0 END STORM PANEL
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<br />' ` 250•
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<br />LTEA A YUJI Jr.. PE - FL01.H,QI 7 FIT":.• HH67
<br />INSTALLATION DETAILS FQRR REGULAR PANELS; 1 & _1A EW MORES DETAILS FOR INSTALLADCH IN POURED CONDUE,
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WHIM IM OR WOOD
<br />U'lK_N OR PANEUNATE ItMALE W. GONCRETC ,NE„ORS ,!,-._>a�,A•:� VAUD FOR REGULAR, LIFE SAM AND E-Z K" Sfi)RM PANEL $�
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<br />BEHIND tRA(]1
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<br />PRODUCIEVAI.I:A170N REPORT NOT 20-0727 a2 2
<br />2.2.-T01REPORT$;
<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 03/11/02 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 1809.1.2 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-B and Tensile Test as
<br />per QC Metallurgical Report No. 16KMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2."TRUMBALMINEERING CAj&ULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor i cho 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 1211 0/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<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 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel 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 />5. INSTALLATION:
<br />Installation h I s a I 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. 20.175.
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<br />7.1IMITATIONS AND CONDMONS of USE:
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<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,
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<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
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<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
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<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
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<br />as defined on section 1620.2 of the Florida Building Code.
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<br />7.3- Product shall only be instated into poured concrete, concrete block, and
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<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida Llcens
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