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P 7 r, F Ili Fr LIrAy1fl' '
<br />Z I ILI ECO
<br />TILLR TENT -MO a ENGINEERING COMPANY
<br />WAT TRR A. TILLI•r, ]P- P.E. tiltcco@W.com
<br />I1LPA, L IW W \4.44t47
<br />PL CA Liu- Nu.00719
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER, 01bbal Proollsketi-mon Products I.I.C.
<br />4800 S.W. 61 Stoat
<br />Davis, FICHide33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wafter A. T1111t, Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />81G20.3, Method 1 D of the Florida Department of Business and
<br />Prolesslonaf 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 fa 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 />2.1- PRODUCT EVALUATION DOCUMEN fP E D h
<br />Drawing No. 30-178, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />shoats 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Wetter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partlls
<br />Evaluation tort. ��gtriort, A, r!lU
<br />T
<br />L�CENs� ✓,
<br />No. 44167
<br />yO�'•• fitaalo� •'��
<br />6355 N.W. 36th S (
<br />Street, Suite 305, Miami, Florida 33166 • P731me: 305)871-1530 -�' ,tn,r• +t,"`•`� 1
<br />PRODUCr RE•. 2
<br />2.2. TEST RE
<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 />as per TAS
<br />202 Protocol. Test reports
<br />p p prepared by Hurricane Engineering &
<br />Testing, inc., Reports # 96-569 dated 08109/1996, #96.570 dated 09118/1996,
<br />#96-T30 dated 09/2OM996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1 Oil998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E,
<br />2.3, $ rRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc.,
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE_:
<br />Large missile Impact under section 1020 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4• VYIND_LOAD$ RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas 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 shoots 8, 9, 10, 11,
<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 />5. INSTpLLATIOW
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thns 7.10 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, 16, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawling No.20-176.
<br />toolll t
<br />ENSF •.9
<br />167
<br />7 2 STATE OF
<br />asdSR..sLAiv
<br />9.3) PRECAST CMCKn PANELS, STUCCO ON THE
<br />CAM LL
<br />PRECAST STONIE- 1SO
<br />ENUSTI O NOANCHORS SHNU.LOW DaW11 To THE MANS RICH RE KHM SUCH PNIUSS.
<br />t. STORM PANEL S HDIIN ON 1H5 PRMUCT LMYAATION DOCIMNIT (P.EDJ HAS BEEN VERIFIED FOR COIPUANCE IN
<br />AIIOORAOE SMALL SO MENTIONED IN 8.1) AND IN82).
<br />ACCORDANCE WITH THE 2020 (7•, EDI,IOIQ W 1,E 110RDA tRURDRIG COOS
<br />(C) TO umm am nr. NOT NGWIY C 0+u T•
<br />DEMON WINO WADS SMALL BE DETEWaNED AS PER SECTION ,6m OF THE ABOVE MENTIONED CODE,
<br />MR A WIND SPEED AS REOLMIIFD BY THE JURISDICTION WMEE THESE SIARIOIS WILL BE NW ALLM AND
<br />- 1/4-0 TAPCOM ANC HOa. AS WMWA TMEO BY I.T.W. KILDE%. NC.
<br />- #14-10 PAMOLWTE FE MME D AND FAM.WTE PLUS ANCHO 5• AS MANUFACrUM BY 0.00 CONSTRUCT*" PRODUCTS.
<br />FOR A OgECipNNJtY FACTOR Kd.O.M. 1S K ASCE 7-16 AND SHALL NOT MCED THE MoUcuuY (AS,D.)
<br />- 1 /4•• LAD SCREWS PER M.D.S.
<br />DESIGN PRIESSU E RATINGS ROK•,AIM ON SHEETS 7 7NM 12. 14. 15. 16. 19 A m,
<br />- 7/H•f A 5/6' WOOD SIUSHOn AS OSTRNUM Of ALL POINT SCREW. BOLT A SPECIALTY OM
<br />IN ORDER TO VEWY THE ASOIE CONDITION, LLT1W$ OE710/1 WM LOADS Otfl M W PER ASCE 7-10
<br />SHALL M FIRST REDUCED TO AS.D. DESIGN WMO LOADS BY MWWYM INN BY 0.4 INDOM TO
<br />C.1) WA M M DME400 PDETPARON INTO WOOD a TMCON ANCHM SMALL BE 1 1/2' AND 2• FOR EWD PANEUMM PLUS
<br />COMPARE THIESE W/ ML1. (A.&D) DESIGN PgESSLUIIE RATOM INDICATED ON SHEETS 7 THRt I2. 14. 15. 16, 19 A m.
<br />AND PArELMMLE FE ALE ID,
<br />M atoER 1b v06HY 1/NT ANCHORS ON THIS PE.p. AS TESIFD WERE NOT OVER SfREb56D, A 33I MCIiASi N AUAAWIIBLE
<br />C.2) MN" THREADED PEMETRA7ON OF LAO SCREW. WM THE WOW :WANE VISIT SHALL BE 1 1//22''�� 1D THIRFADED
<br />PDEIRAt1oN MQ stucco RHALN BE COAL510EREi0 AS 1ARr ai THE amuIEo TTRF.. PDIETHATW.
<br />ION
<br />STESS FOR WIND LOADS WAS SOL USED •N THEM ANALYSE. FASTENERS SPICING TO WOW HAS BEEN tEM%0ED N
<br />ACCORDANCE WITH N.D.S. 2016.
<br />CS) UM M EDGE O NICIE OF L40 SLRIDIM, INTO WOW SMALL BE AS I OICATEO N THS DR WM
<br />STORM PANEL'S AOEOLNLY FOR W MT AND WIND RESISTANCE INS BEEN YLT M N ACCORDANCE RIM SECTION 106 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENCI EERMD A TES M INC. REPORTS 26-SM. W570 A 96-T30 AND
<br />C.4) NNNIUM PEKTRIATION OF WOOD BUSM SMALL M 5ro•. 1/4• 0-20 SCWM USED SHALL BE 1 1/r LONG WOW
<br />FDCPR%TDN MOW LAO NC„ REPORTS 02D32 A #2120 . AS PROTOCOLS TAS•-201. TAS-m2 AND TAS-203.
<br />SHOULD s1LI000 COST. AND 1• MMKO FOR MLS WITH NO STUCCO.
<br />AS 1203 Sr AMERICNDOWHN TEST NAB OF SONUM FLORIDA REPORT #02/9.01-00, AS PER TAS ml, TAS 202 AID
<br />TAS m3
<br />C.5) N CASE THAT PRECAST STw 4 OR PREOABT CONCRETE ONES$ STUCCO OR WOOD BOARDS BE FOND ON THE D MO
<br />INUMOMROs.
<br />2. ALL L.UMMM r)I1IRISIONB TO BE 9063-TB ALLOY AND TOAPFF. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />WALL ANCORS SHALL BE LORD DO" TO REACH THE MAN SIMSU;W BEHO SUCH PANES,
<br />ANCHORAGE SHALL SE AS IEMMOED N C.1). C2) A CA)
<br />3. ALL ALUMINA SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1114 A,LOY.
<br />(0) ANCHORS 94AU BE INSTALLED FOLLOMC ALL OF THE RECOMMENDATIONS AND SPOCFrATLONS OF THE AMCI*WS WNWACMWLR.
<br />4. ALL STEFL SHEET METAL PANELS SOIa' AST63 M A-6GRADE 50 IWMIKN, G-60
<br />oAL.TIUIRED STEEL DESIONN710N W/FY- S" NM UTTER ROLLED). te
<br />S. PANELS MAY ALSO M INSTALLED MOR IA LY FOLLOWING NSFALLAIDN DO &$ D*YM ON SECTON 3 THROUGH 10 (SHEETS 4
<br />THROUGH GH 61 E%CEPT THAT MEADOWS CA ® SHALL NOT 9E USED-
<br />3. ALL SCREWS TO BE STAINLESS PM 304 OR 316 ANSI SERA OR CORROSION REMSMMT CUM CANON STEEL AS PER
<br />DM "CIS W/ 50 bM YIELD SnOMM 40 90 to YDrU STRENGTH E)DA &HCOMPLY W/ FLORIDAMM=4 CODE
<br />9. T SHALL BE THE RES NM*Ur/ OF THE CONTRACTOR TO VIERIY THE SOUNDNESS OF THE STRUCTURE WHERE SM U" IS M M
<br />SECTION 241 .3.3.4.
<br />.TO M9 M PROPOR ANCHORAGE THIS SHUTTER MOLL ONLY BE ATTACHED TOCONCHM BLOCK OR WOW FRAME
<br />S. BOLTS TO SE ASIM A-307 GAMINIUM STEEL OR AN 3D4 SERIES STAIMESS STEEL WITH 36 W MM " YEW
<br />STRENGTH.
<br />10. EACH REQUI AR STORM PANEL NTH LENGTHS OVER r-9 THOUGH 12'-4•. AS PER SECTIONS 5. S. 9 A 10 AND ALTERNATIVES SW,
<br />7, ANCHORS TO WALL SHALL BE AS FOLLOWS-
<br />9W A UDR ON SHEETS 3. 6 A 12 RESPECiNELY: SMALL MINE A IWO r AND REAMT VtOU WRKM NSIRUCTING OWNER OR
<br />TEWWT TO SECURE PANELS WITH APPLICABLE RUNFORCOWDO OMVD POWN OF HMRCAE WARNING,
<br />(A) TO nn9T9Nc PORED eoNHJATE:
<br />11. THE NON SIAL1ATCOMMA I a TO SFAiL/CHISN ALL AM COMPONENT EDGES WHICH RIWM M CONTINUOUS CONTINUCONTACT WITH
<br />- 1/IY TAPCON ANCHORS AS WNLFACTMED BY t.T.W. BLKDEX. INC. (W. F,r3192 p•;.)
<br />THE NMDM TO PREIEM wND/IWN f(tR aw.
<br />- 1/4• ♦ . 7/•' DALx-M ANCHORS, As MA,IFACTRED BY PC, (MIN.
<br />LT a S CIALp-L)
<br />- 1/4•• A 3/4' SOD -SR ANO10R5. AS 06TRIBUrm BY ALL PONF SCEEM'. BOLT A 9PECµttt CO.
<br />L Po
<br />12, STORM PANEL !INSTALLATION SHALL COMPLY WITH SPECS HOGGED N THIS DRAWING PLUS ANY BU LDIN• AND 20MMG REGULATIONS
<br />(Mn rv3000 pal.)
<br />PROADED WY TIME APUS CIQN WHERE PERMIT a APPLIED TO.
<br />- DARN, PAEIAIATE FEMME D A PANDAATE PLUS ANCORS, AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS.
<br />(MWI. P.A.H.)
<br />1& (•) DO PRODUCT EVALUATION DOCUMENT (P.EO.) PREPARED Bf THIS ENWNEER IS COO RC AND DOES HOT PRONpE IFORILTM
<br />OF T*0
<br />- 1/4•• a TIP-QRIP ANI'.HIDRS, As WNUFACTUED of TRU-FAST WRPORAl10N (ra.36W P.rl)
<br />FOR A SITE SPECIFIC PROECT; IA. MERE 111E SITE CONDITIONS DEVMTE FROM THE P.EO.
<br />A1) MWURM GABEOEN, OF YAPCON ANCH(ft INTO POURED CONCRETE SMALL BE 1 3/4•: r FOR PANELWTE FEMALE
<br />(b) CONTRACTOR TO M RESPONSIBLE FOR THE SU.MM. PUROMK AND NSTAlATON MiUM LIFE SAFETY Or THIS PRODUCT
<br />UM ON THIS PY PAODED YE COOTOO DETAEED O" INS DOCIALM.
<br />D AM PANETIILTE PLUS AND 1 1/4• FOR OF TAP-CW ANCHORS.
<br />AT SITE 6 '�
<br />A2) CAUL-M A SOD -MET ANCHORS SMALL 9E DMEDOW 7/9• INTO THE FORMED CONCRETE No ENNEOMFM INTO
<br />(0) TWO PRODUCT flWUUATION DOCUMENT WILL BE CONSIDERED IN1VUD F MODIFIED,
<br />STUCCO SHALL aE PO M M. 1/4• 0-20 SCREMB USED SHALL BE 1 I/r LONG M6A6A 90JLD STIN:LO COST.
<br />IO ,' MOO" F17R MALLS WITH NO STUCCO. MO MAY BE 1EAOE11 SM" OR ALL TH IAOED SOMMS W/O HEAD.
<br />(n SITE SPECIFIC PROJECTS RILL BE PREPARED BY A FLORIDA RCGS,ENN ENOIND.R OR ARCHITECT WN?I WILL Somw THE
<br />BUT OM 'WINO NUTS.
<br />DU\UR OF RECORD (LOJU FOR THE PROJECT NO MO MILL •E RMPMOLE FOR THE
<br />A3) N C48E THAT PWOW S10NE PRECAST CONCRETE PAEL& PAVERS. SMCCO OR WOOD BOARDS WE FORD ON THE
<br />PROPER USE OF THE P.E.o, DOOM= Of RED=. ACT= AS A 011116ATED ENGINEER TO THE
<br />PXO1 ENGINEER. MINA. SLOW TO THIS LATTER THE sTE V C91C ORMW4S FOR NEVER
<br />E%6TID WALL OR FLOOR ANCHORS RALL M LONG ENOUGH TO REACH THE MNN STRUCTURE SE14M SUCH
<br />PANELS. ANGIORA'OF 911LL BE AS NENIDNEO INAt) AND M
<br />ANDA2). (•) ORIG6MK SEA. AND SONAIURE a 71E PMFESROIAL
<br />FAKp1EER 1+F7 THAT PI�ALED
<br />(a) �r�"Y
<br />- 1/4' / tAPOON Af/C110R5 AS FMWD 1. T. W. NRWE%. INC.
<br />,4. SHUTTER MMKIFACTREpS LIBEL SHALL BE LOCATED, ON A READILY VISEIE LOCATION A SWORN
<br />ORS. AS AC
<br />- t/4• F A 7/6' 6MIH-N ANCHORS. AS WTKFAC11Mm BY DEMALT INC. (MIN. Yc-75M PAJ-)
<br />PANEL SKITTER N ACCORDANCE WITH SECTION IIN.A3 OF FLORIDA BUOM WOE. ONE LABEL
<br />SHALL M PLACED FOR EVERY OPDOO. LABELING 10 COMPLY WITH SECTION 1709.9.2 OF THE
<br />- 1/4Y % 3/4• SOLO -SET AAICHO M AS D15TRIM11FD BY AL PONT SCREW, BOLT A RIECALTY CO.
<br />FLORIDA aIIKDMO CODE.
<br />(MN. f,_l W0 P.01)
<br />- 014-10 PAMELMAIE FDA" D AM PANEIWTE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION
<br />11M DRIWlffO SHILL ONLY BE LSID 70
<br />PRODUCTS (MN. re-2071 pal.) µ1fNM OBTAIN KR A IS M THE STATE OAF 110160E
<br />- 1/4- • OF TAP -OW ANCHORS. As MANUFACTURED BY TRu-FAST COMMMTMN ER A••T// i .
<br />••"'•• '• r
<br />0.1) WO" EMBmMEM OF IAPCON ANCHORS. FLCO PAELIM1Ei AND CF 7MP-GRIP ANCHOR.NTIE VC
<br />'• Y n11PTrOd
<br />FLORIDA BU DING CODE s hTD
<br />BLACK UNIT SHALL M 1 1/4•.
<br />'• NO. 4 167
<br />•2N11 aim M
<br />20 DACE GALYNN2E0 aTEEI. STORM PA•EI.
<br />9.2) CAK-M A SOLID -SET ANCORS SHALL 9E SIMMODOE0 7/6• RIND THE CONCRETE BIDCH MST. no
<br />RIM
<br />RSTUCCO SWILL K PERMITTED. 1/4• •-20 SCREEWS USED SHALL UJE 1 1/2• LONG MINMUM
<br />EXIST. AND 1' M64K4M FOR WALLS WITH No SMCCO. 'O.: M.
<br />,.-
<br />III
<br />palm rio I.i.C, I
<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />FOR REGULAR
<br />CONCRETE OR CONCRETE
<br />PANELSO) & 12
<br />BLO K STRUCTURES cocom ANAaW{
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<br />B. MATE
<br />RIAL RUkL CtiA RACTERiSTIC$�D SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Irrdlcated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shell be as indicaftxl on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.178.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, tndlcated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.178
<br />prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Fbrtda License
<br />No. 44167), President of Tilteco, Ina (Florida CA-000(171$).
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<br />N. 71(�r
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<br />ADMON RECORDS l P. E. REPORT_20 \ GLOBAL. PROTECTION PRODUCTS. LLC \ 20 GAGE
<br />GELLVMW17F0 STEEL bTOFG( PANEL( DRY1Y) W 20-1781 REPORT / 264778.01
<br />PIIfE2S fMD LP •V1t1
<br />W/ man 0" EDDC� ��. m
<br />ISOMEtItIC vlEw nETUL A
<br />R1xRDED COMJER •ENDS OF PAWLS
<br />END LP W/ prLIRD FDM.
<br />(N.T.S)
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<br />1 L ECO INC.
<br />TILLR TESTING a lNGIN[[RINO COMPANY
<br />YIfALTS3RA. TII,L,TT, AL, P.E. tilteco(�spl.coln
<br />PRODUCT EVAt.UATIOriR>•`pORT O•F%1,kwrNo44167
<br />ru:.A NewMM N0.00rMT19
<br />REPORT NO.: 204727.02
<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 ProtactMrLProducts, L.LC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATIONS
<br />This is a Product Evaluation Repoli Issued by Waller A. Tillit, Jr., P.E. (System
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />81020-3, Method I of the Florida Department of Business and
<br />Professlmtal 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 Cade, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Coda.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that. may affNs,ct its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (p,E.b.l:
<br />Drawing No. 20-175, titled N24 GAGE GALVANIZED STEEL STORM PANEL,
<br />sheets 1 thru 18 of 18 prepared by Titteco, Inc:; signed and seated by Walter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an IntesP1A714itlrls
<br />Evaluation Report. a PEE., R 1(/j✓
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<br />SECTION X-X
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<br />2
<br />Large missile Impact toad tests were performed under SSTD 12.99 standard as
<br />per section 1809.1.2 of the Florida Building Code, Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcan 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 Hatter, P.E. and Repoli No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hatter, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 8 203 as per section 1609,1.2 of the Florida
<br />Building Code. Test Report prepared by American Tasting Lab of South Florida,
<br />Report No. f 123.01-10, dated November 23, 2010, signed and sealed by Judo E
<br />Gomislez, P.E.
<br />ras
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<br />201.
<br />Tensile test
<br />port No. SIGH-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grata, P.E. as per ASTM E-8 and Tensile Test
<br />per QC Metallurgical Report No. 10KM-1318, dated Deoemt)er 1, 2010 (signed
<br />and sealed by Jerry Jacbfano, P.E. as per ASTM E-8.
<br />2.3- STRUCTURAL ENGiNEERNG CALCLL>sTIONa•
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum archer 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 Tilteca,
<br />Inc., dated 12118/10 and 08/27/113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE•
<br />Large miasfie Impact under section 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS
<br />24
<br />Gage Galvanized Steal Storm Panel has been verified to sustain wind
<br />Pressures. Maximum panel length shall be as indicated an 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 18
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gape Galvanized Steel Storm Panel has been verified for cads compliance to
<br />work as a non porous storm shutter assembly, as per SSTD 12a99 Standard.
<br />PR
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<br />S. INSTALLATION:
<br />Installation shall be performed strictly In accordance with details indicated on
<br />sheets 3 thru 8, 12 thus 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176.
<br />8-,_IIIATEI+ UAL 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 />20.173.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No-20176.
<br />7. LIMITATIONS AND CONDITONS OF USE•
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-173
<br />prepared by Tlkeco. Ina and signed and seated by Waiter A. TIIIk, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1820.2 t4 the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />LNDOd frame structures.
<br />Product Evaluation Report prepared by Walter A. Ttllk, Jr., P.E. (Florida License
<br />No. 44187), President of Tllteoo, Inc. (Florida CA-0008719).
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