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<br />;ILLIT TESTING S ENIGINEEFurdri COMPANY
<br />PRODUCI-EYAL 2
<br />2,2_�TWREPOR71`15:
<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 />MOIDUC C KYA1JUAT10NR]EPDRLNQ_2L.#2UM 3
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<br />L MATEMAL CHARACTERISTI,C.6 A
<br />, - WO SPECIFICATIONS.-
<br />Shall be strictly in accordance with General Notes and Components indicated oil
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
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<br />WATTER A. TILL17T., JR., ?,I,. tdkzo �]-Tl-
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<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 09[18/1996,
<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., Fenes Tti Inc, reports # 2032 dated 04/1611998 and
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No,
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattern, 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-1 97 by QC Metallurgical, Inc., dated March 13, 20m,
<br />an sheet I of 26, as well as General Notes # 1 thru 4 and I 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 Tilteco, Inc. and signed and sealed by WaltorA. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY; Storm Panels
<br />Z1. STRUCTURAL ENGIN TKAIIS:
<br />T2. Product may be installed within HIGH VELOCITY HURRICANEZONES as
<br />On 20 Gage Galvanized Steell ormPa I 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: QIQbal Pimlitliction PLQdM;t*J.M
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />4800 S.W. 61 Street
<br />section 161 6 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />Davie, Florida33314
<br />dated 11103/08 and 03/12111 5, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PURPOSE OF EVALUAITION;
<br />3. MISaILE IMPACT RESISTANCE.
<br />Product Evaluation Report prepared by Walter A. Tillh, Jr., P.E. (Florida License
<br />.1,
<br />This is a Product Evaluation Report Issued by Walter A. rillit, 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, LLCI Rule Chapter No.
<br />TAS 201 Protocol.
<br />61G20.3, Method I D of the Florida Department of Business and
<br />4. WIND LOADS 8_e$J5jAN GE-
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<br />Professional Regulation.
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<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 herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8,10,14, 15,
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<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.
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<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, I 1�
<br />14, 15, 17,18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.),
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<br />1 $ .. =
<br />_��_-A,��,-'6011j?-S�T., STATE OF
<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:
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 1 0 thry 20,23, 24 and 26 of 26, of Product Evaluation Document
<br />WATV-L.
<br />D1 TILTECO ADMON RtiCORDS � P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 90 GAGE
<br />2, 1 � PRO D UG_T EVALUATION DOClItMENT (P. F. D, I m
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELk DRWGA 20-176 � REPORT# 20-0728.01
<br />Drawing No. 20-176, thied 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8,14, 16, 26 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thrul 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing Nm 20-176.
<br />Tillit, Jr-, P. E.; dated 07128/2020. This drawing is an integral pa Ft oA,,1P,iS,,,
<br />Evaluation Report, o%kui tit
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - "I'll *
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<br />GENERAL N : 8 3) IN CASE IWT PRECAST STONE, OR PRECAST CONCRETE PANELS, SMM OR WOOD SOPANGS BE FOUND ON! THE
<br />b" M - - tXISTINC WALL ANCHOn SHALL RE LONG ENOUGH TO REACH TKE MAIN STRUCTURE BEHIND SUCH PANELS-
<br />! STORM PANEL SHOWN ON THIS PRODUCT UATON DOCUMENJ (P ED ) HAS BEEN VE91PED FOR CONIPLIANCE IN ANCHORAGE SHALT� BE AS MENTIONED IN 9,I) AND IN 6.2).
<br />ACCORDANCE WITH THE 7020 [7n, -EDITION) OF THE FI.ORIDA BUILDING CODE� �C) TO-QgMba-t=-'W&-WFSMC-04�=-���Q.IA-MW�I
<br />DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION IWO Or THE ABOVE MENTIONED CODE, - 1/4-f TAPCON ANICHORS. ASI MANUFACTURED BY I I IN BUILI INC
<br />FOR A WIND SPEED AS ACQUORED BY THE JURISDICTION WHERE THESE SNUTTERS Wal M INSTALLED AND - #14-10 PARELNIATE UVAN-E 0 AND PARMWIF F LUS ANCHORS. AS MANUFACTURED W fLQQ CONSTRUCTION PRODUCTS
<br />FOR A DIRECTIONAUTY FACTOR hd-,0,85. USING ASCE 7- 1 6 AND SMJL NOT EXCEED INE MAMAUM (A -SO ) - 1,t,4,"O LAr SCREWS PER N�V,$.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRO 12- 14, 15, 16, 79 & 20, - 6-0 v S/W WCOD BUSHING, AS DISTRIBUTES OY ALL POTNf SCFTI WIJ & SPECIALTY CO.
<br />IN ORDER 70 VERt"T T14E ASGVE_ CONDITION. ULTIMATE DES" WIND LOADS DETERMINED PER ASCE Y-10
<br />SHALL SE FIRST REDUCED TO A.$. 0 OJESTON WIN* LOADS BY MULTIPLYING THEM BY 0 6 #4 ORDER it C I) MINIMUM MIREAM PENETRATION INTO WOOD X TAPCON ANCHORF SHALL BS I 1/2- AND 2- FOR ELrO PATICUACE PLUS
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<br />COMPARE THESE */ "X- IWS-OI DESIGN PReSIJURF RATINGS NDCATED ON SHEE 7 THOU i7, I4, 15, 16, 19 IS 20 'AND PANELMALL FUAJUE VOL
<br />IN ORDER TO VERIFY THAT, ANCFOR5 (A MTS P E M AS TESTED WERE NET 91" VRE.Sro, A 2314 INCREASE IN ALLOWABLE C 2) MINIMUM THREAGED PENETRATION OF LAC, SCREW, INTO T4J WOOD TRAJAr UNr� SHAUL BE T 1/2' NO "WED
<br />PENETRATION INTO '_TUCC0 SHAL. BE CONSIDERED AS PART OF THE REOVIRED THREADED PO4-MIICW
<br />STRESIS FOR WJR0 LOAM WAS _N.aL USED IN THEM ANALYSIS FASTENERS SPAC20 TO WOOD HAS BEEN DETERMINED IN
<br />ACCOREJOICE WIT'. HLOS, 20ib, C 3) MINNUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS OWANO
<br />STORM PANEI ADCOUACT FOR IVPACI AND WIND PESWAKE HAS BEEN VORIFIED IN ACCORDANCE WIT- SECTION 1 626 OF
<br />ME ABOVE MENTIONED CODE AS PER StRRICANE ENDINEERING & TE$MW INC, PEPORTS %-569, 96-570 & 96-T.�O AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/5- 1/4- 0-20 SCREWS USED SNAU BE 1 1/2* CONO MINIMUM
<br />FENESTRATION TESTING LAB INC,, REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO COST. A90 J* MINIMUM FOR WALLS WITH No STUCCO,
<br />AS WELL AS AMMICINY JEST LAB OF SOUTH FLORIDA REPORT 0OZ19.01-09, AS FEW TAS 201, TAS 207 AND
<br />TAS 203 STANDARD& C5) 94 CASIE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OPI Wom SCARDS BE FDONO ON THE EXISTINC
<br />2 ALL ALWINUM DTRUSIM `0 BE 6063-Tb ALLOY AND TEMPER. (UNLESS 01INFJOVISE NOTIED) SEE SHEET 2 WALL, ANCHORS SHALL BE LONIC ENOUGHrTO REACH THE MAIN STRUCTURE 81:14NO SUCH PANEU&
<br />ANCHORAGE SHAa BE AS MENTIONED IN � I I. C 2) & C ')
<br />3 ALL ALUMINUM SHEET CIETAL USED AT CLOSURES %HALL HAVE 3105-HI4 ACCOY, (U) AING�GRS SNALL BE !NSTALTE3 FOULGINK ALL OF ME RECTJMMFROAMJJr� AND SpEC,FR;AJK)n OF THE ANCHOR'S MANUFACTURER
<br />A ALL STEEL SHEET MSAL RANELS SHALL HAVE STRUCTURAL QUALITY STEEL AST4 A-0A GRADE 50 MINIMUM. r-60
<br />GALVANIZED STEEL DESIGNATION W/rY- 5,65 �1 (AFTER ROLLED). IT PANELS MAY ALSO BE INSTALLME HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION S THRGUG� 10 (SHIEETS �
<br />THROUGH 6) IY.CU- rIAT HEADERSqj&(3) SHALL NOT BE USED
<br />n ALL SCREWS TO RE STAINLESS STEEL 304 OR, ,-16 AST -SERIES OR CDVROSBh RESISTANT COATED CARBON 57M AS PER 9 TI SHALL BE THE RESI�iONSTINUTY OF THE W41RACTOR 10 VERIFY THE SOUNDNESS DF THE STRUCTILME WHERE SHUTTER IS TO BE
<br />k3i YIELD STRENGTH AND 90 ka, TENSILE STREN
<br />DIN 50018 W GTH & SIINA. COMPLY W/ FLORIDA BUILDING roGE -
<br />It�15C
<br />IS WOOD FWME
<br />SECIrION 2. �3.4 ATTACHED TO "SOW PROPER 44CHORAGE THIS SHUTTER SHALL ONLY BE ATIAO D TO CONCRETE BLOCK OR
<br />EARLDINGS.
<br />6 BOLTS TO RE ASTM A-JW qkL,AN1ZEO STEEL Of? NEI ,504 SERIES, STINNLESS STEEL WITH I* "i WNMVM YIELD
<br />STRENGTH. 10 EACH REGULAR STORM PANEL. WM LENGTHIS OVER W-6 THIROLUGH 12'-4* AS PER SECTIONS 6 a a & 10 AND ALTICKNATRkS ON,
<br />SW & I OW ON SHEETS li� 6 * 12 RESPECTIVELY, SHALL ILHAVE A LEGIBLE AND READILY MISCE WAKING INSTRUCTING OWNER OR
<br />I ANCHORS 10 WALL $K41 M AS FCLL&WS� TENANT TO SECURE PANELS WITH APPLICABLE R-WORCEVIENT DURING PERIODS OF HURRICANE WARNING
<br />EA) T10_JWnW.,r9Vsc;1_AQN9'= I I THE INSTALLATION CONTRACTOR IS TO SEAi,/CAULK ALI SHVrTER MMPCNCW EDGES RPTCN IJEMNN IN CONTINUOUS C0141AV WITH
<br />- 1 /4'# TAPCON Ot*10AS AS MANUFACTURFO OY I T W BijILDEX, 19C O,Pt, rc.31 'Al W.� I ) THE DOETRING To PREVENT WwD/"�N iNT"ON.
<br />- 1/4' 0 . 7/8' MX-TR AKNOn �S MANUFACTUTTEO BY VE%KkCT INC (MIN, !'�jooc n.,.)
<br />Ile. A ,1/4' SOUD-SET ANC.40145, AS DISTRIBUTED BY ALL POINT SCTGW, BOLT A SPECIALTY CO, 12 STORM PANIEL. INSTALLATION SH641 COMPLY WITH SPECS INDICATED 0 THIS ORAWWO PLUS ANY BUILDING AND ZONING REGULATIONS
<br />(WI, f�F-3000 P.-) PROVIDED By MIE 4VINSOCTION WHERE PER101 G APPLIED TO
<br />- 1`14-to PAREWATE FEMALI 10 & PANELMATE PUTS ANCHORS. AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS 13. (a) THIS PRODUCT ENAL.UATION, DOCUMENT (P E D.J PREPARED, BY THIS ENGINEER IS GENERIC AND ODES NOT PROYDE INrORMAITTIN
<br />INJN� I' W150 ".0
<br />FOP A SITE 5PECIFtC PROJECTz I., W14ERE TIC SITE CONDITIONS DEVIATE FROM THE PILO
<br />- ,�, 'O Cf 'JAP-GRIP ANCHORS. AS M4140FACTUREP S1 T RV -FAST CDRPOUTION (I'-no-O p I
<br />A 1) MINIMUM EMBEDMENT OF TA�CON ANCHORS IWO POURED CONCRETE SHALL Er I �/*": 2' Pon pANEUMTE FEMALE tbl CONTRACTOR -10 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SWETY Or TIftS PRODUCT
<br />To BASED ON M�, PZ_D. PROVIDED HE/SHE DOES NOT OEMA71F FROM THEE CONDITIONS DETAILED ON TIP-, DOCUMENT
<br />AND PANEWITE PLUS AND I 1/4* FOR CF TAP -GRIP ANCHORS CONTMOVION SkFEIY AT SITE IS THE CONTRACTORS RESPONS80 [TY
<br />A2) CALK-ITt & SOU -SET ANCHORS SHALL RE EMBEDDED 7/8' INTO ME POURED COAKN ETE 00 EMBEDMENT INTO (c) THIS PRODUCT r4ALUATCH DOCUMENT W11 BE CONSIOMED INVALID IF uGETnED.
<br />STVOCO SHALL HE .Ea"'ED Itt- 0-20 SCREWS USED SHALL BE 1 1/2- LUNG MINIMUM SHOULD STUCCO VAST,
<br />RD ,� MINIMUM FOR *40 VM NO STUCCO, AND WY &F HEADED SCREWS ,OR ALL MPEAM SCREWS W/O "EAD. UI) SITE SPE-CrTr PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AROiFTCT WHICH. WILL BECOME OiE
<br />W WITH WING Nuts ENGINEER OF RECORD (Em-R.) FOR THE PRwm mo WHO WILL BE RESPONSIBLE Fop THE
<br />PROPER USE OF ME P.F,0. ENGINEER OF RECORD. ACTING AS A MEGATIED ENGINEER TO THE
<br />A N IN CASE THAT PRECAST STGNL PRECAST CONCRETE PANEU, -AVERS. STUCCO OR WOOD BOARDS 13E FOUND ON IMF P SO, ENWNEER� SHALL SUBMIT TO THIS LATTER THE SIT SKCfFO DRAWINGS FOP. RFYIEw.
<br />EXISTING WALL OR FLOOR. ANCHORS Skk( BE LONG ENOUGH ,TO KAX,'H THE MAIN STRUCTURE BEHIND SUCH
<br />PANE-1 S ANCOORASE SHV BE AS MEN71ONED IN A 1) AND IN A,2), W THIS OF 0 SHALL BEAR IKE DATE AND ORIGINAL SM AND SGRAIURE OF ]HE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED IT
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<br />IAM ANCHORS A$ MANUFACTURED 01 I Y W SUILOE�(. INC, 14 SNUTTER VANUFACTURMS LAM SHALL BE LOCATED ON A READILY 1ASTOLE LOCATION AT STORM
<br />- I/ . A PANEL SHUTTER IN ACCORDANCE WITH SECTION 17D9.9.3 OF FLORIDA GUiLONG CODE� ONE LVM
<br />4 � 7/S' CALK -IN ANCHOR% AS VANLIfACTURED W DEWAGI INC OAN t'1500 p,t,I) SHINE OF PLACED FOR EVERY OPENING, LABELING TO COMPLY M114 SEITION I?mo,2 OF �,E
<br />- ,/, 0 9 �/4_ SOUD-SEr ANCTIORS. AS OSTRIBILMED By ALL POINT SCREW, BOLT & SPECIALTY SO FLORIah BUILD" CODE
<br />(MIN V-1800 P�T_Q
<br />_ I I � to PANELMAIE AMNI IV AND PANFEWTE PLUS ANCHORS. AS M.NTJFA�.�Pc) BY ELZO tONSMuCTTO. INS OIJAIMOIC SHALL ONLY BE USED 70 1
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<br />, MAIN PERMITS IN THE STATE OF FLORIDA
<br />PRODUCTS ILWT F--�ID71 1,..�,> "oo nNuh,
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<br />- /4* * GF TAP-GPTP ANCHORS, AS NANUFACTURFID 9V TRLI-FA57 CORPORATION Fk A
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<br />DA) MINIMUM EMODOMENT, 01 WCON MINORS, FAN PANIE,NATES AND CF TAP-GOTP ANCHE, .- 11. -&I , ic I-*,. .SA, FLORIDA BUILDING CODE (Nigh Velocity HtI Cone Zone)
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<br />fL21 CALK -IN & SOUD-SET, ANCHORS SHALL BE EMBEDDED 7/8' INTO THE COKRETE BLOCK UATT No rNsetipp !�
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<br />INTO STUM SHALL RE, PERMITTED. � /4- 0 -20 SCREWS OSED SHALL BE I 1/2' uakC MINIMUM smDO13 ftCCO 30 ! =
<br />"IST, X-40 1 . MINIMUM FOR WALL$ WITH NO STUCCO = � __>*_______9__1 11 \ GLOBAL PROTECTION PRODUCTS, L.I.C. "N".'v""
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<br />IAIARA. MLIT, R�., P.E� ._1_____
<br />ERQDUCT EVALUATION REPORT
<br />REPORT II
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUR-CATEG09Y. Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection ProducJ1JJ&
<br />4800 S.W, 51 Street
<br />Davis, Florida 33314
<br />1J1teOOCSWLCOM
<br />FI.PF 7J-N,, 446?
<br />tL,C.A.J_t.14o.0LID6?I9
<br />I.PURPOSE .
<br />OF EVALUATION,
<br />This is a Product Evaluation Report issued by Walter A. 11111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, 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. EYIDENCE SUBMITTED:
<br />Z1. PRQQUCT EVALUATION DOCUMENT (P.E,D)�
<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 0712712020. This drawing is an inte A", 1 IS
<br />Evaluation Report. , WN01 al , Vz.
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<br />3 M., REOURM 11 TRAW,I RE,NP, - S 20 GAGE GALYANIZED STEEL STORM PANEL
<br />. TIT AIN - . No 44167 " z DAWN Itt,
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<br />Large missile Impact load tests were performed under SSTD 12-N 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 03111102 witnessed by William
<br />R_ Mehner, P,E., Boriz Moroz, P,E. and Henry Hattem, P,E. and Report No.
<br />�
<br />021 9. 01 -09, d ated February 25, 2009, signed and seale d by Edmu ndo
<br />Largaespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida
<br />Building Code. Test Report prepared byAmerican Testing Lab ofSouth Florida,
<br />Report No. 1123.01-iO, dated Novembet-23, 2010, signed and sealed by JuAo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-1,98 by 00 Metallurgical Inc,, dated March 13,2009,
<br />signed and sealed by Frank Grate, P,E, as per AS'�m E-B and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, RE, as per ASTM E-8.
<br />2.13TRUCTURALENGINEERING CAI& LATIONS-
<br />I
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wtell 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 Tilteoo,
<br />Inc., dated 12JIBI10 and 08127113 (for this revision), signed and sealed by Waiter
<br />X TIllit, Jr., P-E,
<br />I MI§EILE IMP -ACT RESIM
<br />, ,NM-�
<br />Large missile Impact under section 16091.2 of the Florida Building Code, as per
<br />SSTD 12-199 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, 1 0, I 1,
<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, 9I 10, 11, 13 thrij 16
<br />and 18 of 18, of Product Evaluation Document (RE.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-W Standard.
<br />Z8DD=EVALU412)N_RF,PQRT NO, 20-0727�01
<br />S.-INSTALL-ATTION:
<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, 1 5, I 6 and 1 8 of I 8, of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />6-MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />L_MaAUMAXDJG��� "
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<br />7.1. Shall be steirtly in compliance with General Notes No. 1, 8 thru 14, lndicated� w- .
<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. III-
<br />C-)
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES col,
<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 structures.
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E, (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
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