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<br />S. MATERIAL CHARACTERISTIACS AND SPECIFICAMONS:
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<br />WiliTiTit A. TTL11T; JR., RE, wtCcorgool.com
<br />94 F.11, LAMOMANAA. 44147
<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 />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 />PL C A U M, OM6719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications Shall be as indicated on &hests 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09M 811996,
<br />26, of Product Evaluation Document (P,E,D.). drawl ng No. 20-170.
<br />FIRMUCT EMLIUATION REPORT
<br />#96-T30 dated 09/20/1996, all three Signed and sealed by Hector M. Medina,
<br />
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.11MITATIONS A Q CONDITION8.9LO-14L-
<br />REPORT NO.: 204720.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundot Largisespada.
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall bestrictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet I of 26, as well as General Notes # I 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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tiltow, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E.
<br />PRODUCT SUB -CATEGORY, Storm Panels
<br />2.& RUCTURAL ENGINEERAINGTALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Stoon Penal 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 load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: ft A I 1,
<br />length based on rational and comparative analysis, and Ir 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 />wood frame structt.ires,
<br />4600 S.W. 51 Street
<br />dated 11 103/08 and 03/12/15, signed and sealed by Walter A. "i Jr., P. E.
<br />Do-Ae, Flo6d&33314
<br />I - PURPOSE Of-EYALU&TION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tilift, 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 1 B26 at the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tillisco, Inc. (Florida C"006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20.3, Method Al D of the Florida Department of Business and
<br />C.MND LOADS IR
<br />01110buffohl"i
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<br />Prolissolonal Requisition.
<br />- leSISTANCEl
<br />20 Gage Galvanized Steel Storm Panel has been verified to r
<br />,ustaln wind
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<br />This product Is being Issued an Evaluation Report as described herein. and has
<br />been verified for compliance In accordance with the 2020 Save nth Edition of the
<br />pressures. Maximum panel length shall be as Indicated an sheets 8, 10. 14,15,
<br />A16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
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<br />�____ =S_V9.44107
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<br />Florida Building Code, and to verily that the product Is for t he purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14, 15, 17, 18, 19,20 26 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />__.__.____ 7, se --Z'-.* -, * a
<br />_�T '��' 2� *' STATE OF
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<br />at least equivalent to that required by the Code.
<br />drawing No. 20-176.
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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 affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance With details indicated on
<br />WAT'LL
<br />2. EVIDENCE SUBMITTED;
<br />2.1. P 2011,0�1&TION DOCUMEn(P.E.D.Is
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176. Minimum separalion to glass shall be as
<br />D�� TI L TECO AD MON RE CORDS � P. E. REPORY10 k 0 LORAL PRO I ECTION P RODUC TS, I, LC I 20 GAGE
<br />GALVANIZED STEEL STORM TATAMW DRVA # 20-1 70 � REPORT 0 ZOLD728.01
<br />Drawing No. 20-176. tMed "20 "GE GALVANIZED STEEL STORM PANEL",
<br />indicated an sheets 8, 14,16, 26 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. 20-1 76.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partgI 01TS11,00,
<br />Evaluation Report, 0,111
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<br />EF.ft NOTES 8 3) AN CAM THAI PRAECDAW STUAAII OR PRECAST CONCRETE PANELS STUCCO OR WOM BOOM PC FOUND ON THE
<br />m EXISTING WALL. ANCHORS $Kkk BE LONG M0410H TO AEACII 110 VAN STRUCTURE UMM SUCH PANELS
<br />I SIOAM PANEL SHO!"MTRODUCT fWALUATON OM,UMEWT III HAS BEEN VENIFIM FOR COMPLOANCIF AN ANCHORAGE SKOALL BE AS IAKENTAWD IN 0.%) AND FO, &2),
<br />AccollITAKE: vNIH THE Po2o 0o, wrow) OF T4r notiont, nuithowc, Cox 10 TO_UWUWL*= �L%WNL,SffgM�06M. 5�=Awi�
<br />0"" WIND OWN SHALL K DERRIANA49D AS PER SECTION 1620 OF THE ABOYE MENTIONED LIM, - ;?4o# TARA AMC,YGWS. AS MANUFFACT(IRED BY I I IT ITUTILM, INC
<br />1 4- 0 PANLUAATE FEII
<br />10 AND PANELVATE' PLUS APACHOM AS MONATUFACIURED in EtCo CONSTRUCTION PRODUCTS
<br />FOR . .M SPEED AS MMWD BY THE 1UNISON. INHERE IAM SHUTTERS *A, BE ITIVALIED AND - I /4'0'LAG SCPM Pro N'TI.S.
<br />-
<br />PER � DWClh'04MM FACTOR 00-085. USING ASCIE 7-16 AND SHAUL NOT EXCEED THE NIMMUM (A-S 0)
<br />DESIGN PRESSURE RATINGS 0401CATED ON SHEETS I THRU 12. 14, 1b, 19, 10 41 2U - 7/1670 , $18' WOOD OVSHW, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIAL ,Y cc
<br />IN ORDER to VERTCY ME A&M CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PEP ASIA 7-10 C ,; womwUM 11MEADED PCIAILIMIXAM INTO *000 OF TAJOCON ANCHORS SHALL BE I 11r ANT 2- FnR ELCO PMUN,,,TE PLUS
<br />SHALL W. FWST REDUCED 70 A S 1), OUSACH WIND LOADS BY MILK DFALYM THEM By 0 4 W 0110tit TO
<br />NATO PAWIMALE FEMALE 10,
<br />COMPAPIE THESE AFA` VAX (ASO) Of", FP(.SlUFtF RATTAKI ITIOACATEC OAK SHEETS 7 THRU 1;. 14, 15, tf� 19 & 20
<br />- C At) MINNAW THRE4m PENETRATION or LAG SCREW, WTO THE WOOD FRAME UTKI SNAtL ST. 1 112- NO NAMED
<br />I" ORDER 10 VEWY IWO ANGHUNS Of, THIS Rio AS 1EA ftRE NUT OVER STRESSED. A 33X INCIIIEft ft ALLOWABLE PIDAIEFRAIg IWO STUCCO SHALL Iet CONSIDERED AS PW OF PHE REQUIRED �READED PIEFICIIIIATION,
<br />STKSS FDR *NO LOAN WAS ISM USED ON 114fift ANALYSIS, CASTLWITS SPACNG YO WOOD HAS RUN DIFIFRONFI) IN
<br />ACCORIVARACE ANA 14.05. 2015. C 3) MINIMUM EDGE CIVANI Or LAC SCREWS. PAIC, *000 SHNUL ME AS !NDICATEY) JR THis PAWNC
<br />STORM PAW1*S AIDEOUACY FOR IMPACT AND WIND RMITTANCF ,TA5 KEN VEWIED N ACCORDANCE III SECTION 16kil OF
<br />114 ASCAW WWIONED CODE AS PER HURRICANE ENC,NCEOWC 6 TCSnNC; INC R"RIS 96-569, 96-570 & 96-30 AND C 4) Mft" PENETRATION OF *001) OUSIONONG SHALL BE 5/6' 1/4* N-20 SCREWS USED $AI BE 1 1/'2* LONG M041MUM
<br />FEWSMTK). DESTING LAS INC, ft"RIS 12032 OR 02126 . AS PROTOCOLS TAS-201, TAS-202 AND IAS-203 S�=D STUCCO EXIST AND I" MARVIN POP WORES WITH NO STUCCO
<br />AS WELL AS AMAERCAN TEST LAO Or SOUTH FLORIDA REPORT 002 I 9.01-09, AS PER EAS 201, TAS 207 AND
<br />IAS 703 SIANDARDS. C 5) ON ME THAT PRECAST S"W, OR PRECAST COW.Rrrt PANELS. STUCCO OR WOOD BOARDS RE FOO*0 ON THE EKJVIK
<br />WALL. ANCHORS SHALL K LONG ENOUGH To RWH THE MAW STF1UrTUFE 8CHNO SUCH PAWLS
<br />2 ALL MUIAANUAM EXPRIUSONS TO BE 110163-1115 ALLOY AND nUPER (UNLESS OtTAVENTATA NOTED) Sri sHEr-, 2 AKNOI"E $HALL BE AS fAENt*NCD IN CA), 4: 1) & C 4)
<br />I ALL ALUM"UM SHEET METAL IJ59D At CtfrAARS �*I HAVE 5tD5-kl4 ALLOY (0) ANCHORS %Wi RE AMALITI) FOADIAING AU OF THE AlF-XFAAAMFIAAOAn(*!S AND SPECKiCATIOPS OF THE ANCHOR'S MMUNUFACTUREP
<br />A ALL STEEL SHEET METAL PANELS SHALL 4W STRUCTURAL QUALITY STEEL, ASTIM A-65.0 CkADL 50 MANIMUU, G-60
<br />OAO.AAAA47.10 STEEL Drl4NAl)ON */rYAT 4 !� w (ArFER ROu1D) 6 PANELS MAY ALSO K INSTAJULLID NORIZONKLY FOLLOWNG INSTALLATION DETAILS SHOWN OF4 SEC'MON A TMAZI to (SHEETS 4
<br />INROUOH 6) EXCEPT 'OOM1 HEADER$ (I a QD SHAIL ROT BE USED
<br />5 FAIL SCREAF, TO BE STAINLESS $FEEL 306 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN SOO18 */ 50 Wt YIELD STRENGTH ART SO Its, TENS41 STRENGTH & SHALL COMPLY W/ P1.0MIDA eUILDftG CODE 9 0 SHALL 81 tHt RESPOWOLOY OF TK CONTRACTOR 10 VEII THE SCKNDNESS Of ENE STRUCTURE WWRE SHUT" AS To BE
<br />SEC1`41" 2-E.3 4 ATTACKED TO *SURIF PROPER ANCHORAGE TT41S $HIM" SHALL ONIV BE ArTAr.W4D 10 CONCRETE. BLOCK OR WOOD FRAME
<br />1AM.DWAIG!"
<br />6 BUILT$ TO IN ASTIR A307 GALVANCTED STEEL. ON AISI 304 SEARS SlAANUSS STEEL *14 M RAI 041WUN AOICIE,
<br />STRENGTH 10 EACH RECVLAP STORM PANEL W" LENGTHS OVER V-111 THROUGH 12 4'. AS PER SMIONS 6, a. 9 AS, 10 ANC ALTEF&AENES, ffFAA.
<br />I ANVORS to WALL SNIAI OF AS FOLIOV� SW & IOW ON SMEFTS 3. 9 A 12 RESPECTNELY. SK41J HAVE A �IDIWE AND READILY VISIBLE NXMBI INSIRUCIM OWNER OR
<br />TENAW TO SECURE PANELS 004 APPLICABLE REINFORCEMENT MINING PfRCADS OF �RR�OW FINAIRNRIC
<br />(A) to_Uojn%-MUKW,.�QNQKM It T14E INSIALIADON CONTRACTIN AS to SEALICALLIC ALL 314UTTER CAOJP0WW EDGES W41CH REMAIN IN CONEWILAOUS L'ONTACI elo�,
<br />- 1/4-0 TAKON ANCHORS AS MAINVACTVRE'D 61 I T IF SIALIDA INL (011 I'3192 p. � I THE DUUXW TO PACIAENT ANINDIANNI 0ACTRILISIOIC
<br />- 1/4' 0 7/ � COOLK-IN ANCHOW5. AS MAINAAACIUMED BY OCITIALT INC (MIN. I'CT.3U0Q ps"I
<br />. 1/4*0 .'3/.� ,owl;- SET AW1"S . AS DISTA*VtM BY AJA POW SCREW, TINT 4 SPrC',IALrV CC 12 STORM PANEL WSTALLAPION SKAO11 COMPLY WIT11 bKC$i JNUKAICU IN %S DRAWING PLUS ANY BUILDING AND ZONNIC RECt"TIONS
<br />IN;" C-3000 �..--) PROVOED BY THE JURISDICTION WHERE PERMIT 6 All".0 to
<br />- 0,34-IO.PAINELMACE FEMALE 3D & PANIFIIIIATE PLUS ANCHORS. AS MAINUFACtORIV BY ULACO C(MiTROAC10N PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT �P F D ) PREPARED By TnIS LJOICKNEER IS GEWRIC " OM NOT PRONAIDE IWOIWA16N
<br />_ ,ON f 3450 p. I l FOR A SITE SPEC,WIC INAI I. WHERE THE SITE CONUMONS DEVIATE FROM THE p ED
<br />/4O* c,r TAP-CATIP ANCHopOIA. As NA,AUFACIuREI) BY IRu-PAsT conpoqtATION (t',%co p.,)
<br />(4) CONTRACTO TO BE RESPONSIBLE FOR 'HE SALLITTION. PUACHASE FORD 0WALLATION POIC(LICANG Off SAFETY OF TMtS PWIDUCT
<br />A 1) MMWUM EMBEDMENT OF 7APCOM ANCHORS NM POURED CONCRETE SHALL BE , 3/4* ,` $OR IAW%WTF 'E"F IWASI.D ON �� P F D PROVIDED HE/SHE DOES NOT 01OPIATIE FROM THE CORADITIONS OETNUM ON TIOG DOCUMENT
<br />10 AND PAMItVAtE PLUS AND 1 1/4' (OR CF TAP -GRIP ANCHORS CONSTRUCTION "I'M AT SITE IS 7K CONTRACTOR'S RESPONSIS116TV
<br />A.2) CALX-14 A, SOUD -sr. mcmas SHALL RE imetiomn, 7/ir "To THE POUFtrD COWRE11 NO LMOEOM(NI WIAD (Art THIS PRODUCT EVALUATION WCUMLNf WAILL OF. CONvAID(FICID INVALID if MWri0
<br />SrUcco, SHRL BE PERMITTED 1/4* 0-20 SCAM USED SHALL K ! 1/2' LONC MINIMUM SHOULD IFTVCCO EXIST,
<br />No ,� NAMMUM " WALLS WTM NO STUCCO AND MWAY Fir HILADIDU %11117W� � ALI THREADED SCAM W/O ITIAU. (d] SITE SPECIFIC PROJECTS rOIALL K PIREPAM BY A FLURADA REGISTERED ENGINEER OR ARCHITECT WHICH WIU. BECOME 74.
<br />out WITH III Run ENGINEER Or RLACORU (E.O.R) FOR THE PROJECT AMU WHO WILL RE RESPONSIBLE FOR ME
<br />PROKA USE OF It* PAT), ENCtWER Or RECORD. ACtPAG AS A DELEGATED ENCINEOR TO THE
<br />A M W CASE THAT PRECAST $TOTAL. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOARDS BE POUND OR �f P.UD EWCAECk, SHALL SUBMIT TO THIS LACIER THE sn Snare: DRAWINGS Fop WvCTN
<br />EXISTING AAA" OR FLOOR, ANCOOORS 144011U. IN LOW ENCRION TO REACH THE TOWN STRUCTURE 110-1110 SUCH
<br />FYANEIS ANCHORAGE SHALL Of A',IF MENTIONED ON A I � AND IN &2) III) THIS P ED SH41 BEAR THE DATE AND ORION& SLOAL AND SIGNATuK OF THE PROWESSIGNAL
<br />ENAC�IEA OF ftTM THAI PREPARED 11
<br />(5) 12-LOW I. *10411sk"IM-LAR
<br />- / - 0 C; 14 SHUTTER MANUFACIUREP'S LABEL SHALt HE LOCATED ON A READILY �SIBLE LOCATION AT STORM
<br />4 C"ORS AS MA"UFAC14AW AS, I I VA, @LALDrX. WC
<br />PANEL SHUTTLE! IN ACCORDANCE WIFTH SECTION Y71)119,� OF ILORTIO, WILTING ODDE. ONE LABEL
<br />- : /4' 0 . ;/8' CAALA-th ANCHIM, AS MANUFACTURED Of DCAI INC (MAIN PACT TWO p- T SHALL K PLACED CDR EVERY OPENING LAKtM TO COMPLY WAIN SECTICIA, 1700.0�2 OF INC
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<br />1 /4'* 1 3Y4" SCUO-SET ANCHORS. As vivielinv or ALL Pow, scittv, Batt a spr.r.ALTY ca 01ORM BUILDING CODE
<br />E1A C.-IFOOP-) ---I ---I
<br />- 0140" 'a PANELAI FEMALE 01) AND PANCLMATt PLUS ANCHORS. AS NEANUFAI-TURED By ELCO CCOAMIRUCIION WOE MY BE USED 0
<br />I =4=0101 THE STATE OF FLCftA
<br />PWCUCtS (RON r?G11 P) "1114011 is", I
<br />- 1/4' 0 CC TAF-CRIP ANA(COORS, AS NATHU�ACTUNFD BY IRU-FAST CORPORATTIO"Al 4f,
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<br />. - FLORIOA BUILDING CODE (High Voloelty Hur ccrNT Zone)
<br />0 1 1 MINIMUM EMUEDUM 01 TOOPCON ANCHORS, CLOO PANCLAAALT175 AND CF TAP GNIP AkC4OR. INTO I .It P! .
<br />BLOCW J%F1 SWUL BE 1 1/4-, A . . I -*= ,%Am W 1,
<br />20 GABE GALVANIZED STEEL STORM PANEL
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<br />N.2) cAEK-,N & Sala -SET ANCHORS SHALL BE EMBEDDED 71W INTO THE COAPATTFIEVE BLOCK tFOr -------,
<br />1� 1:00,05C - 0 124/""
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<br />IWO SIUCCO"SAV" BE PERMITTED 114' 0-20 SCAAttW5 USED SHALL BE 1 1/2- LONG RIMINI . - I
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<br />EXIST, AND I M94NUM FOR WAA VII4 No STUCCO. 'I '. / 11LIECOINC 1\
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<br />PRODUCI EVALUATION RE FIT .111111MV.., 44'47
<br />iLt..A. LIMM-'O.ODD6'19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY.- Storm Parsols
<br />PRODUCTNAME. 24 GAGE GALVANIZED STEEL STORM
<br />PAN19L
<br />MANUFACTURER: Global Protectlao PrOoducts,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 Walter A. T1111t, Jr., POE. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />6IG20-3, Method I D of the Florida Department of Business and
<br />Profinalonall 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 Codo, 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. 101ENCE 8UBMrrTED:
<br />2.1, PRODUCT EVALUATION DOCUMENT (P.E,D. ;
<br />Drawing No. 20-AITS, thed"24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 1 8 of 18 prepared by rilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an Inte%*
<br />A, � ;n "I, olp" Is
<br />Evaluation Report. ON t-, , A,
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<br />6355N.W. 36th Street, Suite 305,Marai, Florida 33166 -Phone: (305)871-W C3, A*'
<br />� ,0-1531
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<br />U-IMBEEORM
<br />Large missile Impact load tests were performed under SSTO 12-99 standard as
<br />per section 16091.2 of the Florida Building Code. 11.1111form static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared byAmerican Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Bartz Moroz, POE. and Henry Hattem, P,E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespatia, POE. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per ProtocolsTAS 201 & 203 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-iO, dated November 23, 2010, signed arAid sealed by Juno E.
<br />Gonzalez, P.E.
<br />Tensile test report No. DCM-198 by OC Metallurgical, Inc., dated MaFCh 13,2000,
<br />signed and sealed by Frank Grata, P,E, as per ASTM E-8 and Tensile Toot as
<br />per QC Metallurgical Report No. IOKM-1 318, dated December 1, 2010 signed
<br />and Sealed by Jerry Jacioltano, P.E. as per ASTM E-S.
<br />2.3,37RUCTURALEN!3fNEEPJNG!GALCWATRM-
<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 1604 of the Florida Building Code. Calculations prepared by Tlltsoo,
<br />Inc., dated 12/15110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. 711111I Jr., P.E.
<br />I WSSILE IMP -ACT RESISTANCE:
<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. WND LOMS RESISTANCEs
<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 IS of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 6, 9, I 0, I 1, 13 thrul 16
<br />and 16 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 SSM 12-99 Standard.
<br />V FAW1110111 I
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<br />SO NATALLAX19N.,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 1 8 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, 1 5, I 6 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />1111. MATIRRIAL CHAaAreTERIBILGIAND-SEECJEICAMQM&-
<br />\1 �
<br />Shall be strictly IT) accordance with. General Notes and Components Indicated on
<br />if
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<br />sheet I and 2 of 1 8, of Product Evaluation Document (P.E. D.), drawing No.
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<br />20-175.
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<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />40
<br />Evaluation Document (P.E.D.), drowing No. 20-175.
<br />w-
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<br />L.11MITATIO SAND COND S OF USIE:
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<br />7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet lof III of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared by Tiffeco. Inc. and signed and sealed by Walter & 1711111, Jr.. P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined 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 atnictures. -
<br />Product Evaluation Report prepared by Walter A. THIlt, Jr., POE. (Florida License
<br />.
<br />No. 44167), President of TIllsoo, Inc. (Florida CA-0006719). 51-
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<br />WATIL.I. ' I .W.
<br />D:% T!LTFCO ADMON RECORDS I, P, E. REPORT.20 k GLOiAL 1111� N
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