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<br />WATTRR A TTLLrr, JR, F�E,
<br />Z I/ 11LIECOitim c\ '
<br />TILLIT TESTING & ENGINEERING COMAANY
<br />PRODUCT EVALUATION REPORT
<br />tiitf:006�.Corn
<br />I'Ln. LIP-NP 44117
<br />FL C I L!,� 9,, B006719
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutten;
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 0RhaLPmWgtL0 �Prqd �
<br />4800 SX 61 Street
<br />Dava, Florida33314
<br />I., PURPOSE OF E �LUATION:
<br />This is a Product Evaluation Report lssL*d by Walter A. Tillit, Jr., P.E. (System
<br />ID # 19D6) to the Global Protection Products, LLC, Rule Chapter No.
<br />el 020-3, Method I D 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 compl lance 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 b limitations and conditions
<br />2. EVIDENCE MMITTM,
<br />2.1. PR )QUCIEYALUATION DOCUN1ENT.(P_lE_-DQ.
<br />Drawing No. 20-1176F titled 1120 GAGE GALVANIZED STEELSTORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, O
<br />Evaluation Report, ,AP'lls"',
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<br />2,2. TES -REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as par section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, 06-570 dated 09118/1996,
<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 0411611998 and
<br /># 2126 dated 10105/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219,01-09, dated March 4,2009, signed and aieafed by Edmundo Largaespada,
<br />P.E. and Henry Haftem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2-1-STIRLICTURAL ENGINEERIN Ili TJQNS-
<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 and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 of the Florida Building Code, Calculations prepared by Tilteco, Inc.,
<br />dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSIU-IMPACT RE4MIANCIE.
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4-.-MND LOADS 9ESM1ANjQE;
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<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 />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14, 15,17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document �P.E.D.),
<br />drawing No. 20-176,
<br />M-NVAULATIO -
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<br />Installation shall be performed strictly in accordance vXith details indicated on
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14,10, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />GENQ&& UM: 8 3) IN CASE THAT PNZCAST SIGNI 0% PRECAST CONCRETE PANELS, Sn]CCO OR WOOD BOARDS BE FOiJAU ON 1_�L
<br />0NAD_EQR_20JMK 1_111 . ____ EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REAC+4� Tlj� MAIR �fRVEYURE BD14NU SUGH PANELS �
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<br />i STORM PANEL SH N I PRODUCT EVAT7T� MCNORAGE SHALL BE AS MENTIONED IN BI)AND IN g.2),
<br />DOCUMENT TE,o) HAS BEEN VERIATD TOP COMPLIANCE IN
<br />AGCORGANCE WITH THE 20210 (714 MOTOR) OFTFIE FLORIDA BUIL04NG CODE: (C) TQ_WZ1b&_WV.1a_1h6IN. JWIIZEIQ_GBAMC__�i��.a�l
<br />DES " WIND LOADS SKIN L K DETERMINED AS PER SECTION I 520 OF THE ARUVE MENTIONED CODE, - 1/4 0 TAPCON ANCHORS. AS k"UFACTORSD EY I TM BUILEEX� INC
<br />FCR`C� MOD SPEED AS RMUIRED By V 4URTSOICTION WHERE THESE SHUTTERS *&I RE INSTALLED AND - 11-10 PAW-11,011 FEMALE 10 AND PMELMATF PLUS ANCHORS AS MANUFACTURED Erf Elco CONSTRUCTFON PRODUCTS
<br />FOR A MECTIONALfry FACTOR Kd-O 8', USING ASCI 7-16 An SHALL NOT EXCEED THE MAXIMUM (A -SO) _ 1/4 *0 11� SCREWS PER H D.S.
<br />WSIGN PRESSURE P,A%GS INDICATED ON SHEETS 7 THNG 12� 14, 15, 16, 19 A 20. - 'I, 6-0 5/6- WOOD %ISTING, AS DMIRIBUTED ffy MIT PONT SCREW, POLT & SPECIALTY Go
<br />IN ORDER TO VERIFY INC ASIMS CONDITION, TItnMAFE DEStON WIND LOADS OVITRATINE0 PER ASCE ?-IV tl� MINT UW rHAEADED PENETRATION IWO WOOD OF TATC01 ANCHORS SHALL BE 1 1/2- Mr 2- FOR ELCO PANELMATE PLUS
<br />S40411, BE FIRST REDILICED TO kILD DESIGN FAFFY LOADS BY MULTIPLYINS THEN BY 0 6 IN OMER TO
<br />ANO"PAIREAMALE FEMALE ID
<br />COMPARE THESE W1 E04 (AS,O) DESIGN PFFES�VJRt PA`RNSS INDICATED ON S14CM 7 THOU 12, 14, 15, 46, III & 2,0
<br />I IN - - YERIFY "INAT -1 ON THIS . E B AS TE57M WERE NOT OVER STRESSED, A 33X INCREASE AN ALLOWABLE C 2) MINIMUM T�RTEADCD PENETRATION Of LAC SCREW, INTO T.4E WOOD FRAME URF SHALL SE 1 1/2' NO IFIREADED
<br />PENETRAININ INTO STUCCO STMA- BE CONSIDERED AS PART OW THE REOUIRED THREADED PE.EFRA�,ON.
<br />STRM TON WIND LOADS WAS 101 USED IN 1,OQ .1111 FASTER. SPACING 10 111. I �11,1 11 RMI, I iK
<br />ACCORDANCE W TH N.D.& 2018. 1, HA 7E 11 C 3� MINIMUM EDGE, 1743TAWT Or LAO SCREWS. INTO WOOD SHALL K AS INDICATED IN THIS DRAWING
<br />STOW PANEL'S ADE06ACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VERIFIED TN ACCORDANCE WITM SE01" 1626 OF
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<br />THE ABOW LIEKI 001 AS PER H..1 1.1,11111RINO * TESTING In IVIS H-.11, !ifi-1111 � 91-TI AN , C") ..."M ",NET."N D, *D*G 81S.I. SHALL III -1/8' 1/1' 1-20 SCREWS 'IS. 5111, BE I I/,' LONG MIRTMIM
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<br />F SHOULD EIVCCO EXIST. Ago 1* MINIMUM pop WA1,;LS B" No StUCCO.
<br />FENESTRATION TEnNG LAO at ... REPWM 12OU & #2126 . AS PROMCOLS TA5-201, TAS-202, AND TAS-103
<br />As WELL AS AMERICAN IEST LAB Of SOLIN FLORIDA REPORT. #0�19,0109, AS PER IAS 201, TAS ZOP AF40
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<br />US 27, STANDARDS C 5) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANI STUCCO OR WOOD ECA,IDS BE FOUND ON THE ExiST.,
<br />2 At' ALVIMNUM EXTRUSIONS �G BE 6063-Tb ALLOY AND TEMPER, (UNLESS OTHERMS1, NOTED1. SCE SHE WALL, ANCHORS SHALL BE LOI ENOUGH TO REAC�H T14E IMN STRUCTURE ao4NXB SUCH PANELS
<br />tT Z ANCHORAGE SHALL RE AS MENTIPATIM, IN C. I) C 7) * C 4)
<br />1 ALL ALUMINUM SITICET UETk USED AT CA.M'RES 'I �' HAVE )IOS-H14 ALLOY. (U) ANCHORS SRAI� BE INSTALLED FOLLUMNS A� OF THE RECOMMINDAIIIINS MO SPE .CIPICATIONS OF THE ANCHOR'S MANUFACTURER
<br />A ALL STEEL SHEET MITAL PANELS SHALL -A�E STRUCT,FRAL QLJAUT� STEEL ASrV A-65.1 CRADE 50 MINIMUM. �-w
<br />GM VAN42ED STEEL DESIGNATION W/FY- 56 5 A,I,i (AFTER ROI LED) E PANELS MAY ALSO BE INSTALLED HMM41ALLT FOULOWINO INSTAU.41TION DETAILS SHOWN DO SECTION ,5 JHRKILC� to (SHEETS .
<br />HIROUGH 6) EXCEPT THAT HEADERS (1*& Q SHALL NOI BE USETI�
<br />5 ALL SCK*`S To OF SIAFNUESS STEEL 304 Oft -114 NSI SOIES OR rOROOVON RESITSTMY COATED CARBON SPED, AS PER
<br />CIN 54018 W/ 50 kIti YIELD S7,E%7tI ME 90 kii TENSILE STRENCI4 & SIIALL COMPLY W/ CLORIDA SUfLONC. CODE 0 17 IFNA11 BE THE kEVONVWL,rr OF rHE CONERACTOR 10 VERIFY T,r. SOUNDNESS OF T.r STRUCTURE WHERE SRI ts TO s,r
<br />SECTION 2.11 11. ATTACHCO 70 INSURE PROPER ANCHORA6E THIS SH',9MR SHALL ONLY BE ATTACHED 10 CONCTIETI SLe4t, OR WOOD FRAME
<br />Bli'LOINGS,
<br />B MIT-- TO R ASIM 1-3107 GALVANIZO) STEEL, OR 0LEI 3at SFR�I,S SIATOLESS WEL, Wn,I X �j MINIMUM YIELD
<br />STREN-TT. 10. EACH REGQUAP STORM PANEL WMI LENGTHS OVER W-8 THROUGH 12'-4', AS PER SIFD�RBNS; 6. 8. q & it) AND ALTERNATIVES. BW_
<br />' ANCHORS TO WALL SHAlt Xt AS FOLLOWS SW & ' VW ON SHEETS �, 6 & I2 . RESPECTIVELY. SH!ALI HAVE A 'ECISLE AND REAC OILY VISIBLE MARKING INSTRUCTING DWINER OR
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERK)US OF HURRICANE WARNING
<br />(A) !P_I�ff_r,K_FQVn9_Q2TXE11 11 THE INSTALLATION CONTRACTOR IS 10 SDA_/CAULX ILL '94UTIER COMPONENT EDGES WFfICH REMHN IN CONTINUOUS I.A)NTAct IMH
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<br />- I /..# TAKON MCHO , AS MANUtACTURLD BY I TW 64I ARC (9,,, r-3192 p�,,;) THE 84TU;'dMG TO PREVENT WINDIRAIN INTRUSII
<br />A 7/8" CkX1 I ' - �S MAKUPACRED BY DEWALT INC (MIN 1',-30M p,�
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<br />,/A' SOLIV-SET ANCHORS, AS 015TRTE)UTED By ALI PONT SCREW, SOLT A, SPEcIALrY CO. 12 STORM MANEL INSTALLATION SHATI COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 00LONO 4140 ZONNG REGULATIONS
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<br />(M,' , C-3000 p-L) 'fIOM WHERE PERMIT IS APPLIED TO
<br />- #14-10 PANELM FEMALE 0 & PMELMAIE PLUS ANCHORS, AS MANUFACTURED eY ELCO CONFSIRuG,TQ1N PRODUCTS
<br />(AHN I, �Lfx T, A, ) 13 (a) THIS PRODUCT EvALLATIOU DOCUMENT tP E D) PREPARED 01 TWS ENGINEER IS GENERIC Mo (XIES AM PQWI;L IFEORMATFON
<br />- 1/4'0 Cf TAP -CRP AFF"FIS. AS MANUFACTURED BY �RFASJ CORPORATION V-S&CO 0 FOP A SITE SKCWK7 PTINECT, i,� *,LERE THE SITE CONDITIONS DEVIATE FROM THE PE.:,
<br />A I) M; MUM EMBEDMENT OF TAPCON MCACIRS INTO POURED CONCRETE SHALL at IC) CONTRACT R TO OC RESPONSIBLE FOR HE SELECTION, PURCHASE AND INSIALLATION INCLUDING JFE SAFETY OF THIS PRWJCT
<br />N 1 2' FOR PMELMAIE -EMkE
<br />�-/A'� BASED ONOTHIS PIELZ PROVIDED HE/SHE DOES 401 COVIAIT MOM THE CONDITIONS DETAILED 014 T,IIS DOCUMENT
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<br />CONSTROCTION SAFETY AT SITE 15 111t CONTRACTOR'S REIPONSWO W'
<br />A 1' CALK-W III S(XJD-Sr1' ANCHORS SNAI-L BE EMBECIDED 7IS- INTO THE POURED CONCRETE NO EMBEDMENT INTO �c) THIS PRODUCT EVALUATION DOCUMENT WILL HE CONSIDERED INVAUD IF MODIFIED.
<br />STUCCO SHALL BE PERIAMED 1/4' 0-20 ,"EWS USED SHALL BE 1 1/2- LORD MINIMUM SHOULD STUMO MET,
<br />NO I� MINIMUM FOR WALLS WITH NO "TAICCO. AND MAY RE HEADED SCREWS Of' AU PIREADIED SCREWS W/O LFEAD. Of SITE SPECIFIC PPJDXCTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER C& ARC-FTECT *#CH WILL. BECOME T�,F
<br />BUT WTTH WING NUTS. ENGINEER OF RECORD (E.0,R) FOR THE PRMCI AND WHE, WILL BE RESPONSOLE FOR THE
<br />PROPER OSE OF THE P10, ENGINEER OF RECORD. ACTING 15 A DELDIATED ENOTWER To THE
<br />A 31 IN CASE TFA'� PRECAS1 STONE, PRECA-f CONCRETE PANELS- PXVERS� MOM OR WOOD BOARDS BE FOUND ON �,� .EO ENGINEER, SHALL SUBMIT TO I.IE LATTER THE 54C SPECOC DRAWING$ FOR REVIEW
<br />EXIS"NG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REP4110 SUCH
<br />FANUS ANCHDRADE SHQLt BE AE MEITBEINED IN A t� AND ffi A.2) (�? THIS P-EO SHALL $FAR INS DATE A440 ORIGINAL SEA AND SIGNATURE OF THE PROrESStONAL
<br />CUMNEEP OF RECORD THAT PREPARED IT
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<br /># TAPOOA1 ANCHORS AS MANUFACTURED R, t I IT BUILM. INC t4 SHUTTER MANUFACTURER'S LABEL STALIL BE LOCAIED ON A READILY MSIBLE i0I AT STORM
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<br />/ PANEL SHUTTER. IN ACCORDANCE WITH SECTION 17091.3 OF fl-ORDA BUILDING CODE, ONE LABEL
<br />1. 0 A 7/ ' CAL -IN ANCHORS. AS MANUPACUIRCE, BY DEWALt IUD (MIN i*1500 p_ti) SHALL PLACED FOR
<br />BE EVERY OPENFUG� LABELING TO COUPILT WITH SECTION 17099,2 OF Y4F
<br />- I/, -0 , 3/4'B;O�O--"_t ANCHORS, AS UFFMWTED BY ALL POINT SCREW, BOLT & SPECIALTY CO F�OMQA alllLOM CGOE
<br />(MIN ,'1800 P-0 -----I
<br />- 014-V PANIU-MATE FEMALL IV ANO PANFLMATE PLUS ANC)IORS. &S MANUFACTURED BY ELCO CQNSIRLX,T,oN fWU` ONLY BE Ui& To
<br />F4101SUCIS (MIN r�-70" P . � ) "M011HUTFUTNII, _T THE STATE OF FUOMDA I
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<br />S IT MINIMUM EMSEDUCW, W tAPGON ANCHORS. ELEO PANELMATES AND CF TAP-rRJP ANCHOR, IN,Q THE C',ow-'.... , I _111�A, FLORIDA BUILDING CODE (High Val City H-ticonNI Zone'
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<br />BLOCK URI SHALL BE I 1/4- 1-1 .." "r, � __ �Q M�m - ! 20 GAGE GALVANIZED STEEL STORM PANEL I `-
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<br />INTO STUCCO�,51W_L BE PERMITTED '/4' 0-20 SCREWS USE,) SHALL RE t 1/2- LONC, MIN,NUM SHOUIS q_fm-C --- -_ -_ : I --- I IW/XX1M0
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<br />ERMLCTJ_VAJL11ATMN )MIX091 140, 204738,01 1
<br />6, MATERIAL CHARACTERISTICS J
<br />AND SPECIFICATIONSO
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176.
<br />7. IMITATIONS AND CONDITION �� OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E. D.), drawing No. 20-176
<br />prepared by Tilteco, 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 F1106da Building Code.
<br />7.3. Product she] I only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />'N'000110NII'd
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<br />D;� TILTECIOADIACIN RECCEROSIP. E. REPORT-20 �GLOSAL PROTECTION PRODUCTS, LLC � 20 GAGE
<br />GALVANIZED STEELSTORM PANELkDRWG#20-T76\REnKrg2O-O728,01
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<br />TILLrr TESTING & ENGINEERING COMPANY
<br />- . -.------- - I . ____
<br />WALTERA. TILLIT, M, �'.E, tiltew@aol.com
<br />-
<br />PRODUCTEY T TLV r 13-.?T, 44L67
<br />ALVATIONREEOR. FL-L.A Li -PI -NI, J006119
<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 />PRODUCTNAMEz
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products, LLC
<br />48DO S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATIOL4:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr, P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, 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 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 />2A. PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />Drawing No. 20-1175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr_ P.E,; dated 0712712020. This drawing is an inteRyInTi is
<br />i , Z A
<br />Evaluation Report. ON �� ,_ 4", A,
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<br />Or"V 0 . ify a MP.. .".11c.pu "'Ack"T H�l I ! No 44167 " I 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SY
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<br />PRODUCT IINAT,EATTON REPORT NO, 20-0717.02 2
<br />RE OR -
<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 asper
<br />Section 1709.8,3, per ASTIM E-330. Test reports prepared byAmericain Testing
<br />Lab of South Florida, Report# 0814.GI-01 dated 03111102 witnessed by William
<br />R. Mehner, P,E., Soriz Maroz, P,E, and Henry Hattern, P.E. and Report No,
<br />0219,01-09, dated February 25, 2009, signed and sealed byEdmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per ProtocotsTAS 201 & 203 as per section 1609.1.2 Dfthe Florida
<br />Building Code. Test Report prepared byAmencan Testing Lab of8outh Florida,
<br />Report No. 1123.01-10, dated Novamber23, 2010, signed and sealed byJulio E.
<br />GonzateL P.E.
<br />Tansiletest report No, 9CM-198 by 00 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 OC Metallurgical Report No. I OKM-1 3i8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jacicfano, P. E. as per ASTM E-8.
<br />21_3TRUC.TUWL_��A�L�18,
<br />On 24 Gage Galvanized Steal 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 T11teco,
<br />Inc., dated 12fl 8110 and 08127/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3. MISSILE IMPACT tESI$ A
<br />�T__ W-S
<br />Large missile impact under section 1609,1,2 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 wtnd
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175,
<br />Maximum Anchor Spacing shall beas indicated on sheets 5, 9, 10, 1 1, I 3 thru 16
<br />and 1 8 of 18, of Product Evaluation Document (P,E.D,), drawiqg No. 20-175.
<br />24 Gage Galvanized Steal 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 />PRODUCT RVALU AUOMM.PORT XO� 204=61
<br />3
<br />5A INSTALLAT-IQN:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12thru 18 of 18, of Product Evaluation Document (F.E.D.),
<br />drawing No. 20-17S. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14,15, 16 and I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6, .MATERIAL CHARACTERISMS AND SPECIFICATIONS;
<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.), drawl ng No.
<br />20-175.
<br />Anchor specifications shall be as indicated an sheet I of 1 8, of Product
<br />Evaluation Document (P.E,D.), drawing No. 20-117&
<br />z,,��ON_S ANA_C�D1nQLN_5,OlF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated 4"
<br />on sheet I of la of Product Evaluation Document (P.E.D.), drawing No. 20-175 "
<br />4=
<br />prepared by TlIteco, Inc. and signed and sealed by Walter A. T11111, Jr., P.E. C%A
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES _V1
<br />as defined on section 1020.2 of the Florida Building Code, Ael_
<br />_J
<br />7.3. Product shallOnly be installed into poured concrete, concrete block, and =)
<br />wood frame structures. I"
<br />Product Evaluation Report prepared by Walter A. T1111t, Jr., RE, (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719). Ile
<br />WATILL
<br />D!I TILTECO ADMON RECORDS �? E. REPORT.2(
<br />GALVANIZED STEEL STORM PANEL kDRVVG #20-175 i
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<br />- 3' MAX-__ - __-, ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & 9___ - __ 3' MAX
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<br />FOR WOOD SEE SECf*NS ON SHEETS 10 & It
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<br />&E9VL&R_5TM PANELS (1) & ,I'& ELEVATIQN
<br />NIT.S.
<br />2.67' 1/4' M.A. GAP
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<br />11 QJ Z, I
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<br />91 ", 7
<br />I - N 4416 --L s D100I W.
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<br />MTS. !�, *. �5�_,?-,'�',V -- �_ ,, 111LIECOII
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<br />-, .35 �. , � a . cm c
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<br />CONCRETE QR QQ_NPRETE
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<br />ONICACIT BLOCK
<br />. REQUIRED CONCRETE ANCHORS
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