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<br />7`11LLIT TESTING A ENGINEERING COMPANY
<br />PROI)UCI-n,'ALUAIMNJUkUXJLaQ-"-410A 2
<br />24-M-TREPORTS;
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />- - MEYAKVA1LQN-R9rQUT-NA-a-k=W 3
<br />6. MAIER
<br />MIL CHARACTERISTIC 4D PECIFIcATioNs;
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<br />, At,
<br />$halll be strictly in accordance with General Notesand Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />WATTER A. TILLff, JR., P.E. ----- � - ---
<br />YL�eco aoj.c,l
<br />�!L-�N. 141'r
<br />TLCAU_H"� OM6119
<br />as per TAS 202 Protocol. Test reports prepared hy Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on Sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated D8/0911996, #96-670 dated 09118/199,6,
<br />26, of Product Evaluation Document (P,E,D,). drawifirig No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04t1611998 and
<br /># 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE;
<br />REPORT NO,: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, RE.
<br />7.1. Shall be strictly in compliance with General Notes Noi� 1, 6 thru 14, indicated
<br />DATE., July 28, 2020
<br />Tensile test report No. 9CM-1 97 by CC Metallurgical, Inc,, dated March 13, 2009.
<br />an sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated
<br />an 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 & Tillit, Jr., P. E.
<br />PRODUCT $US -CATEGORY- Storm Panels
<br />1-3- "T-UCTURAL RkOINEERING VALQM1AT1QN,S:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Pant] for maximum panel length vs. design
<br />defined on section 1620,2 of theflorlda Building Codia,
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER:
<br />length based on rational and comparative analysis, and in accordance with
<br />7-3� Product shall only be installed Into poured cocrete, concrete block, and
<br />,
<br />QIQW13miliartion Produds LL
<br />section 1616 of the Florida Building Code. Calculations prepared by'niteco, IM,
<br />wood fra me Structures.
<br />4800 S.W. 5 1 Street
<br />dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr-, P.E.
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATI N;
<br />3. MISSILE IMPACT RESISTANCE.
<br />Product, Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E� (System
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-000671 9).
<br />10 # 1906) to the Global Protection Products, Ll,C, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Departmentof Business and
<br />4. W D LOADS FLF-S�N �-
<br />%k%V";0M!II1I,,&
<br />,ON','�� X, 7144i N,
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />This product is being issued an Evaluation Report as described h
<br />. erein, and has
<br />pressures. Maximum panel length shall be as Indicated on sheets $,10,14,15,
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<br />44107 't
<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 />20-176. Maximum Anchor Spacing shall be as iridicated on sheets 8, 9, 10, 11,
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<br />Florida Building Coda,aryd Loverifythatthe prod uctis for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />14, 15,17,16, 19, 20 25 and 26 of 213,, of Product Evaluation Document JP-E. D.),
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<br />-1 I ,�.� ., STATE OF' ..,�51
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<br />drawing No. 20-176,
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5. INSTALLATION,
<br />/ "', �'
<br />NO
<br />a Building Code change that may affect Its limitations and conditions
<br />11111ol"II
<br />Installation shall be performed ,strictly in accordance with details indicated on
<br />WATU
<br />Z EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 Tot 26, of Product Evaluation Document
<br />ADMON RtCOROS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, Li � 20 GAGE
<br />&=BTIEEL
<br />2�11. PRODUCT EVALU DTIO-N-DOCUMENT-11-P- "D,
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />STORM PANELI, DRV,FG4 20-176 k REPCTKT#2D-O72&O1
<br />Drawing No. 20-176, tided 1120 GAGE GALVANIZED STE
<br />EEL 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'rilteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing is an integral part To
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<br />Evaluation Report, kNVIIII48,11sy"
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<br />6155 N.W. 36th StmetSuiteM5, Mianii,Fliorida33166- Phone: (305,)871 1.9 ,
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<br />GENM& : 8 3) IN CASE TKIn PRECAST S-IONE, OR PRECAST CONCRETE PANELS, SnJQCQ, OR WOOD BOARDS BE FOUND ON THE
<br />- - EXISTING WAU� ANCHORS SHALL BE LC44G ENGLOM TO RE.ALk Tift MAIN STRUCTURE B04IND SUCH PANELS.
<br />' STOW PANEL SHOWN ON THIS PRODUCt EVALUATION DOCUMENT tprb-) "As BEEN wiNFIED ". colpumcr IN MCHORACC SHALL BE AS MENTIONED 10 9 1) AND IN 112),
<br />ACCORDANCE WITH THE 20-0 111h EDITION) OF THE ELDRIVA BUILDING CoOE "I !1����.
<br />DESIGN ORD 10" SHALL W DETERMINED AS PER 'FrT" 1520 OF 114E A0UW MENRiONED COOF, .
<br />FOR A WIND SPEED AS IMEOViRED By 114F 4UAM"N WHIM rwm SHUMRS WEI, BE WA4P AMD - 114-10 PANELMInt FEMALE in W40 PANELMATE PLUS ANCHORS, AS MANUFACTURED W FLOG CO#4$TRVCnOI4 PRODUCTS
<br />FOR A DIRECY)ONALITY, FACO R KII-0,06, USING ASCE 7-10 A40 SHALL NOT E)ICEEO 1HE MAXIMUM (A S,D) - I/V�o LAS SCREWS PER N�O,S.
<br />DESIGN PRESSURE PAINGS INDICATED ON SHMS 7 THRIJ 12. 14, 1 E, I III, IS * 20- - 7/16-10 �, $/V' WOOD 0Q$HM, AS DISTRIBUTED IJY ALL POINT SCREW, BOLT & SPECIALTY TD,
<br />#4 ORDER To VERIFY THE &BOTS CONDIT", ULTIMATE DESIGN WIND LOADS DETERMINED 41M ASM 7-TS C i; MINIMUM TMqZADEO PENETRATION "M WOOD Of TAPCON A -"Did SK441 BE I 1/2* AND 2� FOR ELCO PANMRAT9 PLUS
<br />SMALL BE FMTRE17UCCO TO A.SD OESICN V4140 LOADS BY MULTIPLYING THEM OY CA 94 ORDER TO
<br />� AND PARE"t" 9FNU,E a
<br />COMPARE THESE *1 UAx (A -SO) DESIGN PRESSURE RATINGS INDICATED ON 4HWM 7 -THRV 17, III, 15, t6l 10 & 20,
<br />IN ORDER -10 VETRFr THAT ANCHORS ORTMIS. PE.O. AS TESTED NICK NOT OVER STRESSED. A SU INCREASE IN ALLVWAaUf r42) MINIMUM r4READED PENETRATION OF LAD SCREW, INTO THE WOW FRAME OW V,AU BE � 112' 90 THREADED
<br />PENETRATION INTO SHALL BE CONSIDERED AS PAR! OF THE PEOUIPED THREADID) PENEITIATION
<br />I
<br />-1tUCCQ
<br />STRESS FOR WIT401DAM WAS NOT USED IN THEIR ANALYSIS. rASPENORS $PACTAe TO WOOD HAS SEEN DETERMINED IN
<br />ACCORDANCE WITH N,0,5, Z01& C 3i MINIMUM IFOOE DISTAKE OF I.Ar SCREWS, INTO WOOD SHALL BE AS INWATEO IN THT-- DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WHO RESISTANCE HAS BUN VERIFIED IN ACCORDANCE W)V4 SECTION 1626 OF
<br />.
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERIK * TESTINO INC 100111$ S40-50, gi5-570 & 96-T30 AND C�4) MINIMUM PENETRATION Of WOOD BUSHING SMALL BE 5/9- 1/4 It-20 SCIRSIFS USE0 SHALL BE 1 1/2' UONO MINIMUM
<br />FENES�ON nSTM W INC,, REPORTS #2032 III #2126 . AS PROTOCCLIS TAS-201, TAS-202 AND TAS-203 SHOULD SHICOD 01ST, AND I' MINIMUM FOR WALLS WITH 40 SIUCOD�
<br />AS WELL AS AAIERIC-AN TEST LAS Or SOLIFTH FLORIDA REPORT. 00219,01-09, AS PER LAS 201, TAS = AND
<br />TAS 20 STANDARDS. C,5� IN CASE THAI PRECAST STOME� OR PRECAST CONCRETE PANVLS� STUCCO OR WOW BOARDS BE FOUND ON THE EXISFINO
<br />WALL- ANCHORS SMALL BE LONG ENOUCH TO REACH INE MAN SMMURV 8EKND SUCH PANELS
<br />2, ALL ALUMINUM EXTRUSION'S TO K W62;-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANC$OA4E %AU, BE AS MEW"M IN CA) , C.2.) & C4)
<br />I ALL ALUMINUM S"EET UFTAL USED AT CLOSURES SHALL 44AVE 310�-Hl,! ALLOY (0) AWHOFr- SMALL BE INSTALLED FQ-LOW4G ALL OF THE RECOMMENDATIONS AND SPECITICATIONS OF THE ANCHORS MANUFACTIMIU71
<br />A ALL STEEL SHM 10-7AL PA,XIS SMALL PA),t SiRUCTORAL QUALITY STCEL. ASTIM A-R" CR%UE 50 MINIMUM, C-60
<br />CALVAMZM 5TEEL CIES"ATION W/rr- SITS w (WMA ROLLED). 6 PANELS MAY ALSIO BE INSTALLED HORIZONTALLY FOLICIFING INSTALLATION DETAILS SHOWN OR SECTION 3 THROUGH TO (SHEETS A
<br />INROMCH 6), EXPERT THAI HEADERS Q III 0 SMALL NOT BE USED
<br />5 ALL SCREAS TO K 57AINLM SIM 304 OR 316 NO SERIES OR CORROSTION RESISTANT COATED CA-190% StEo, AS PER 9 11 SHALL, BE INC RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE MPM010ITIF STRUCTURE WHERE SHUTTER IS TO BE
<br />So I COMPLY W/ FLORIDA BUILDING -�
<br />DIN 50018 W/ W YIELD STRENGTH AND 90 ku TENSILE STRENG1`4 & SHN--
<br />ATTACHED TO INSURE PROPER ANCHORAGL THIS SHUTTER SHALL ONLY C, NCRM SUCCR OR WOOD FRAM4
<br />SECTION 24il-3,14, ,
<br />BUILDINGS
<br />6 BULTS TO BE ASTM A-JO? CALVANIZETIT STEEL, OR AISI 304 SEINES 51AINILM 5WL, WITH 36 0 MINIMUM YIEAZ
<br />STRENGTH, In EACH REGULAR STORM PANEL WITH LENGTHS WER 8'-$ TRITOUGO IV-4*. AS PER SECTIONS 6, 8, 2 & 10 AND ALTERNATIVJ�S a*,
<br />9W & TOW ON SHEETS b, 6 A 12 RESPECTIVELY, SHAU, HAVE A LIETSUE ANIT OEM Y ILE MAPKING MStRUCTM OWNER OR
<br />1 ANCHORS TO WALL SHALL BE JAS FCLLONS� TMW TO ITECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PDOODS UFN�&E WARNING
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<br />11 ,ME IWALLAnok CONTRACTOR is To SEAVCAUUK ALL SHUTTER COMPONENT took'S WHICH REMAIN IN CONTINUOUS 0001ACT WITH
<br />(A) ?�V/
<br />LINCTOOr'D BY i�Tx BUIUU, INC, (Min f'-�122 PA,I) THE bUtLINNG TO PREVENT "NITIRAIN INTRUSION.
<br />- 1/4' 0 , -1/4' �A�-,M ANCHORS, AS MANUFACTURED BY DEWALT INC, (MIN C-30OO p��i,)
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<br />- Iles x 1/4� WUTT-SCT AMcHM, As OISVINOLITED BY ALL PUJNT SCREW, DOLT A, SPECIALTY CO. STORM PANEL INSTALLATION SMALL' COMPLY WrN SPEGS 9NOCATEQ IN THIS DRAWING PLUS ANY 9VILDiNr AND XONNG REGULATIONS
<br />Qkfi� I't-3000 p,cO .RCMDED BY THE JURISDICTION WHERE PEAMP IS APPLIED TO,
<br />- 114�-10 PANIEUMME FEMALE rO & PAINELMAIT PLUS ANCHORS. AS MANUFACTURED BY ELW CONSTfRUCAOn PRODUCTS 13 (a) THIS PROOLICT EV&UATION DOCUMENT (P1,O) PREPARED BY THIS IENOWEER IS 084EMC AND DOES NOT OWMUE NrORMATION
<br />(MIN- '�-=a P,,I;')
<br />I'VIATE FROM THE P,E,D
<br />- T/4'0 CF UP�ORIF ANC,HORS, AS MANUFACTURED W TRU-W CORPMMOR V'-3600 p�.,.) FOR A SOE $PtCI0FC PROJECT, I* WHERE THE WE CONDITIONS DE
<br />(o CONTRACTOR TO Be ReSHONSIBLIE FOR THE SELECTION, PURCHASE AND tWA"mQX WCi,UONG LIFE SAFETY Of THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT a TAKON ANCHOR$ INTO POURED CONGRET& SMALL BE i a/4"� 2' FOR PAMELMATE FEMALE TRZED ON THIS F'S.11 PROVIDED H I
<br />E/S iE DOES Not DEWTE FROM ITF- CONDITIONS DETAILED ON THIS DOCUMENT
<br />IT, AND FAMEMALT-E PLUS AND I 1/4- FOR CF TAP-OR4P ANCHORS, CONSTRUCTIOtf SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIOUITY,
<br />A2) CM-19 & SOUD-SET ANCHORS SMALL RE EMBEDDED 7/8' INTO TOE POURED CONCRETIL NO EMBEDMENT INTO W THIS PRODUCT EVALLUITION DOCUMENT WILL BE CONSIDERED INVALID IF MG&FTED.
<br />SYL=ID SHALL BE PERMITTED. Tl4- 0-20 SCREWS USED S14ALL BE 1 !/2- LONG MINIMUM SHOULD SnUGrO EXIST,
<br />NO T� MINIMUM M WALLS WITH NO 5TUCCO. AND MAY 9F "LADED SCREWS 09 ALI, TMRMFD SCREWS W/O NEAG, (d) SREL S�TC PROJECTS S�IAI-t, BE PREPARED BY A FLORIDA REGISTERV) ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUY Wir. WWI, KUYS ENGINEER Or RECORD (C.0-KI FOR THE PROJECT. AND WHO WILL K RESPONSIBLE FOR THE
<br />PROPER USE OF THE PX.O� ENGINEER OF RECORD. ACTING AS A DELEGAIM ENGINEER To IKE
<br />A.31 IN G1,E THAT 914ECAV STORE PRECAST CONCRETE PANELS, PAVERS, STUCCO on WOOD COMICS BE FOUND ON THt REC ENGINEER. SHALL SUBMIT TO THIS LATTER T14E SITE SPECIFIC OPAWINCS FOR RtVEW�
<br />EXISIThIO WALL OR MOM ANCRORS SHALL BE LONG ENOUGH TO REACK THE TRAIN STRUCTURE BEHIND SUCH
<br />PANELS W-WORAOr SMALL BE AS MD41IONED IN AJ) AND M A.2). W TICS PX-O, ,HALL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE: OF IKE FROFE5SIONAL
<br />EWRISER OF RECORD THAI PREPARED IT
<br />W) 10 EXIS11hr, 22K�AM�AL--% III SHUTTER MANUFOCTURCIT'S LABEL SIOUL BE LOCATED ON A READ" VISIBLE LOCATION AT, STORM
<br />1/4� 0 TAPOON ANCHORS AS MANUFACTURED By 1. I W EILKO"� INC,
<br />PANEL SHUTTER IN ACCORDANCE WITH $KMON 17D9.9 3 OF FLORIDA BUILDING CDV_ ONE LABEL
<br />- 1/4' 0 1 7/8* CALK-94 ANCHORS, ,VS MANUFACTURED OF DEWALI NC� (WIN, 1`�15*a p44) SMALL BE PLACED FOR EVERY OPENINC LABELING TO COUK* WH SECTION I 705,9 2 OF 'ME
<br />,
<br />_ 1/4'0 X 3/4 5000-15ET ANCHORS, AS DISTRIBUTED BY ALL POW SrftV, 00a & SPECIALTY VC FLORIDA BL4094G DOME
<br />(MN V�Iaw P�.,L) --
<br />- 014-10 PANEUMAIV FOUNJE 10 AN13 PANEIMAIC PLUS ANCHORS. AS MANLIFACTLOW By FAUCO CONSTRUI fR9 ORAWINS SMALL ONLY
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<br />PRODUCTS DAN, V-2071 R,.,6,) 'kj40I0M0MN, WAIN PERMITS IN THE $1
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<br />- , �C 4 t' W-ORIP ANCHORS, AS "UFACTURFE, BY TRU-FA%1 CORPONOIGN -
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<br />,- 't �',A, FLORIDA BUILDING CODE (High volocIfy HUI, come Zone
<br />0 1) MINIMUM EMBEDMENT Or TAPCON ANO"ORS, EUCO PANEL"Te'S AND LF TAP-GAiP ANCHOR, INTO THE � --
<br />B"XV 'iFut !T� K 1 A/A., : 'I-.!--,- , - , I - I - I -- -..--- -
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<br />If " NO- , I D� Irl
<br />0,21 CALK-N & 1QUO-SET 04HORS SHAUL BE EMBEDDED TIC INTO -THE CONCTIFTE ELOCK UNITY NO cum 4 167 =
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<br />TILLIT' TESTING A ENGIN9EAING COMPANY
<br />�ffix-.-iiwz 1,111- - - - iilteoo@aol.com
<br />PROD113CT LEYALUATIUN REEM TTI,PTI ti-N. 44167
<br />F1,C.&I-I�m-N..00019
<br />REPORT NO.�.
<br />20-0727.02
<br />DATE:
<br />J uty 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT OUB-CATFOORY:
<br />Storm Panels
<br />PRODUCT NAMt,
<br />7,4 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />ojobai Protsetlart.ftAuas-=
<br />4800 S,W, 51 Street
<br />DaVie, Florida 33314
<br />1. PURPOSE OF EVALUATION "
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1200) to the Global Protection Products, LLC, Rule Civapter No.
<br />614320-3, 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
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<br />been verified forcompliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is forthe purpose Intended
<br />at least equivaleritto that required by the Code
<br />This Product Evaluation Report Shall be subject to reviewand revision in case of
<br />a Bullcing0ode change that may affect its limitafions and conditions
<br />2. EVIDENCE SUBMITTED-
<br />2-1. PRODUCT EVALUATION DOCUMENT (P.E.D.).,
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEU,
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<br />sheets I thru 18 of 18 prepared by Tillteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 43712712020. This drawing is an integ " I ,�',Oqp IS
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<br />� a . 9) 3. W'. ", - --- Tu" Noma. = .� 44167 4 % UPON W,
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<br />1 1
<br />22JUT REPO "I'll",
<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# 08.14.01-01 dated 011 1,1102 witnessed by William
<br />R- Mannar, P,E_ Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No�
<br />0219-01-09, dated February 25, 20091, signed and sealed by Edmundlo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 2,03 as per section 1609.1.2 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, RE,
<br />Tensile test report No, 9CM-Mby OC Metallurgical, Inc., dated March 13,2009,
<br />sign ad and sealed by Frank Grafa� P � .E. as'perASTM E-B and Tensile Tests"%
<br />,
<br />per OC Metallurgical Report No, I OKII M8, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciolfano, P. E. is per ASTM E-B.
<br />... 1RUPTURAL ENGINEI�RINQ CALQLATIONS:
<br />,
<br />On 24 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 11604 of the Florida Building Code. Calculations prepared by Tiltedo,
<br />Inc., dated 12fl B/10 and O8f27/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr, RE,
<br />1 M16351LE IMPACT RE§I$-TANQE-
<br />Large missile Impact undersectioh 16001 �2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4a WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel haR,been verlfled,to sustain wind
<br />pressures, Maximum panel length shall I-Q as Indicated. on sheets $I 9, 10, 11,
<br />12end 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall bees indicated on sheets 5, 9, I 0, I 1, I 3 thru 16
<br />and 18 of 1 8, 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-pDrous storm shutter assembly, as per SSTD 12-99 Standard-
<br />30
<br />5. INSTALWION: .,at
<br />Instailation shall be performed strictly in accordance with cletar-'Ano
<br />sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Documbnt (
<br />drawing No. 20-17S. Minimum separation to glass shall be as indic
<br />sheets 3, 6, 13, 14, 1 5, I 6 anti 18 of 18, of Product Evaluation Do
<br />(P.E.D.), drawing No- 20-176.
<br />Shall be strictly in accordance with General Notes and Components
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), c
<br />26-175.
<br />Anchor Specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E,R), drawing No.20-17&
<br />I
<br />' ON OF USE:
<br />WdIMILTA-V "IO&AND CONIDI11O
<br />1
<br />T 1 - 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.), drawing No. 20-175
<br />prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2, Productshall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1020,2 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,E-valuation Report prepared by WalterA. Tillit, Jr., P.E. (Florida License
<br />No. 441,67y, President of Tifteco, Inc. (Florida CA-0006119).
<br />WATI,LL
<br />D-ITILTIECOACIMONRECORDSIP, E. REPORT.213
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