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/T--ILTECO rmc.
<br />TILLIT TE11TIN6 Y EN01NEGAINO COMPANY
<br />WAT TRR A. TIIdIT, JIL, P.E. tillecorSlaO) com
<br />rL 7L5 LW rX* M IA7
<br />M [A ILw..aN,I. MNTW
<br />PRODUCT EVALUATION REPORT
<br />IMPORT NO,: i0-0726.Ot
<br />DATE: July 29, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SU&CATEGORY: Son Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER:
<br />4800S.W.61 St"
<br />Davie, Rorida=114
<br />1. PURPOSE OF EVALUATION:
<br />This Is a Product Evaluation Report Issued by Walter A. Tl1111% Jr., P.E. (System
<br />ID #'1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, Method 1 D of the Florida Department of Business and
<br />Professlanat Regulation.
<br />This product Is being issuers 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 aublect to re1Aew and revielon In case of
<br />a Building Code change that may effect Ito limitations and conditions
<br />2. EVIDENCE 8UBMiTTED,
<br />tl!rrM(P.E.D.):
<br />Drawing No. 20-176. fted 020 GAGE GALVANIZED STEEL STORM PANEL",
<br />Sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Walter A
<br />Till)t, Jr., PIE.; dated 0712812020. This drawing Is an integral part tins
<br />Evaluation Report, 1RH I n
<br />No, 44167
<br />71
<br />��•
<br />6355 NX 36th S S%
<br />kroQt, Suite 903, Mlsrni. Florida 33t66 -Plume: (305) $71-I530 - A Ntr r` 1
<br />2
<br />2.2, ff.L4IREPORTS;
<br />Large missile Impact and fatigue load testa were performed under Protocols TAS
<br />201, 203 as per section 1628 of the Florida Building Code. Uniform static toads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-589 dated 0810911996, #98470 dated 09118/1996,
<br />#96-T30 dated 09/20/1996, all three signed and sealest by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/05/1008 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01.09, dated March 4, 2009, signed and seated by Edmundo Largeespada,
<br />P.E. and HenryHattem, P.E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2009,
<br />signed and sealed by Frank Greta, P.E.
<br />2J$UGTURAL ENQ1 BERING 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 ratlonal and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Titow, Inc.,
<br />dated 1110=8 and 03112115, signed and sealed by Walter A. Tllla, Jr., P.E.
<br />Large missile Impact under section 1526 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4—MD LOAD3.1IMSHTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shalt boas Indicated on sheete 8, 10, 14, 15,
<br />10, 19. 25 and 26 of 20 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-170. Maximum Anchor $pacing "Ube as indicated on sheets 8, 9, 10,11,
<br />14, 15, 17, 18, 19, 20 25 and 20 of 26. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />Installation shall be performed strictly in accordance with details indicated on
<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 separation to glass shall be as
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 2e, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-174,
<br />�? a •.`,�
<br />IN CASE INK POSIS. AN WOW �
<br />WAIPNKCAV
<br />asisalosts"ejoB.3)
<br />EXISTING L, A40MM SMALL OW ENCAST OUGH TO REACH THE WONCRETE
<br />S RUCTURI SENATE; PANELS..
<br />I. STORM PARR WOeN ON TTe3 PRODUCT EW&UU N DOCUMENT ED IAS KEN VERPRD CDR GOMPUN CE N
<br />(FED)
<br />ANCHORAGE SMALL K AS MENTIONED N 9.1) AND N 94.
<br />ACCo110A1U MM THE no (NA cam) of TE namm IO
<br />Ih Ta m DaL )Liaalm' S - e.ea LAIN I.
<br />Lai
<br />D[SOM WHO WADS OVAL K DETERMINED As PER SECTION lap OF THE NGE NDNTONCD CODE,
<br />FOR A WY10 WEED N R�ptRRT,p OY 11E AUMaIawTION tNpE Mitt. SE N1nyLID AND
<br />�O
<br />TNCON ANORORS N EIANWAC1AIm BY Il.W. NEDOI. INC,
<br />- /14-10 PNO.WI[ RMMt q ANb PANEILNI[ RU6 ANCHORS. AS MANUFACTURED BY EM CONSTRUCTION PRODUCTS.
<br />- 1/•-d LAO S(MNS PER N.O.S.
<br />FOR A DM4OTOMAM PACIOR Itd••O.N'. UYINO NCE 7-ta MID SWILL TNF WRIWM IAS.O.)
<br />OLSOH PRESSUREMTOM 0AWAIM ON SHEETS 7 THRUI 12, 14. 15. 16. 19 A 20.
<br />- 7/Ia9 Y 3/B• WOOD OUSMK N DISTRIBUTED BY ALL PW SELLER, DOLT r SifCHATY CO.
<br />N 01IOER TO vD1Mr 111E ABDK 01RIOTN011, IA11W7[ DI91W WIIIp LOADS Of7ETMMNOD PER ABCC 7-7e
<br />C I) MPWUM THMEAM PENETRATION Nro WOOD OF TMCON ANCHORS SNMl:L K I I/r AND 2- FOR ELCO PAHOWn PLUS
<br />SHALL K FIRST FMCtD TO A50. oESTON WWD LOADS N MULtpL1vNG TEM N Oa N OWNER lD
<br />AND PANEIMMS PEAAE 0
<br />wAAC CO1fESE. W/ 1MMI. (AS.D) DESIGN PRESSURE IMMM INOIDA= ON smarm7 TaU IT, +4, 15, 1o. 19 r 20.
<br />*1OROIFt M VITRIFYi1NT OIDRS ON THIS PE.Q. AS TWO WERE HOT OrF3'1 STRESSED.A SJB L'RGIN ALLOWABLE
<br />c:) 1ANRUY tNRi/IOED Pf1ETRA7DN a tAG $cRE., Nro 11E WOOD FR/AE IIN 9AAA K f 1n•. HHo T1HAr►aEo
<br />PENETRATION INTO STUCCO SMALL St COMSpOED AS PART OFTHE REQUIRED IHAT/O® PDIEIIHQ+ON.
<br />STRESS FOR RMIO LOADS WAS SQL USED N THEIR ANALYSIS. FAs OOM SRICMIO TO ROOD HAS KEN OMMO ED IN
<br />ACCORDANCE WITH N.D.S. DOW
<br />CZ) bwo"N EDGE DISTANCE OF LAO SCREWS. AM WOOD SHILL K N RDDATO N T113 DRAWING
<br />STOW PANEL'S ADEOOACY FOR IMPACT AND WOO POISTANCE WAS KEN YONFIED N ACCORDANCE WTM SECTION Ia30 O
<br />THE A K MENIIDNm CODE AT PER INMaeGANE O+Owww a mrNa INC. P Pom me -me, 9a-a7o a 9D-= AND
<br />c.•) AMNBRN PEIaTMiION a< WOOD BV9lOq SMALL K W. 1 /R' LOHO AMMMUM
<br />le 0-20 SCIEMS USED SMALL a I ,
<br />FOWFIRAFION TESTING W INC.. REPORTS I2032 r kP1129 . AS PROTOCOLS 1AS-201, TN-202 AND TAR-203.
<br />SHOULD SRICCO OUST. AND 1' MMMUM FOR WA1S WON NO SRKW.
<br />AS BOX AS AMERICAN TEST LAB Or SOUTH FLORIDA NOW 0019.01-00, AS PER TAS 201, TAS 202 NO
<br />EAT col STANDARDS.
<br />#4 CASE THAT PRECAST SrONL OR PRECAST CONCRETE PANELS, STUCCO ON WOO BOOMS BE FOUND ON THE EKISTINO
<br />1 ALL AIASNIM INTRUSION[ TO K RDR3-T1 ALLOY Mp TE043L (UNL= OHi11WI9E NOTED). SEE SW 2
<br />WALL. AMCHM SHA1 K LONG ENOUGH 70 REACH M MAIN 9MUCTISE KIWD SUCH PANEM
<br />ANCNORACE siou K AS MENTIONED INC.1). C.3) r C4)
<br />ALL ALUMINUM SHEET METAL USED Al GOSIRES SHALL HAR 3106-MH N1AY.
<br />(0) ANCHORS SMALL Be NSTALm FOL DWNO ALL O M RECOMMENDATIONS AM 0E0r'gMgNS O THE ANCHOR S HANXKTTMER,
<br />A ALL VM SHEET AVAL PANELS S.AL VANE STRUCTURAL QUALITY $I= ASTM A-033 GRADE 50 MINIMUM. 0-90
<br />OAITINVID STEEL DOMINATION TIM- 50.3 INN (AFTER ROLLED).
<br />0. PAAA3 MAY ALSO K MSTAILED HORIZONTALLY FOLLOWING INSIAIlATHOH DETAILS SHOWN ON SECTION 3 THROUGH 10 (SEETS 4
<br />THROUGH 0) DICEPI THAT WAOM m e Q) SHAL HOT K uSED.
<br />3- ALL SCREWS 19 K STNaESe SM 304 OR 31D AN SHEETS OR OCIANDS IN RESISTANT COM CARBON STM N PER
<br />Do Sole W/ 3o No YIELD sTMNGTH AMC Op NN T[NSRt STRENGTH At 94N1 COMPLY W/ FLORIDA MADNG CODE
<br />/. IT 9ALL K THE RFBPONSBRIT'r OF THE COMRALTOR TO VERIFY Till901MIDIHE9s Or THE 57RLICTtISE WNaR[ SUT1U IS TO K
<br />9ELT10N i•1 .3.3.4.
<br />ATTACHED TO N9OE PRO/ER ANCHORAGE 40 LIUTTEIT 94A1 ONLY K TA ATTACHED TO CON4DRnE, BLOCK OR Wo00 FNE
<br />-
<br />BUILDINGS
<br />9 BOLIS 70 K AWN A-307 GALWA M STEEL OR NSI DW SOMY STAII&M STEEL. WIN 35 NI MINIMUM YEID
<br />STRENGTH.
<br />10. EACH REGULAR STOW PANEL "ITT, IIHONS DVP a' -a THROUGH 12'-4'. A9 PER SFIC7ORF, 0, L 9 r 16 AND AT[RMASNES f,
<br />T ANCORS TO WALL BULL K AS FOLOW
<br />9W a 1ON ON SE'En S. a 4 12 RE4PEOYARIY. SAL ANNE A L.EOSLE AND READILY 11101 MAO" NSWIRVOO OWNER ON
<br />IE7MIR TO SECURE PANELS WITH APPLICABLE RMOO KMF DURING PETITION OF HURRICANE WANK.
<br />(A)1
<br />I THE INSTALLATION CONTACTOI IS 10 31^/CA U( ALL BUTTER COMPONENT EDG[5 WHICH REMAIN INCONTINUOUS CONTACT WITH
<br />- 1/4'0 TAPCON ANCNOfS N MANUFACTURED N I.T.W. eADER, MNC (Sin.. ra.3192 µel)
<br />TILE BUILDING To Parym WIND/RAM; a11RI1SON.
<br />- 1/•• 0 • 7/4- C11A-N ANCHORS. AS MI UFACRIRm N OCRNLT MO. tW I. t'w3000 "j)
<br />- 1/4.0 A 3/4' SO/D-SET AICIIORS. AS Mt** W MP ALL PO IT 9[IEW, DOLT r SPECIALTY GO
<br />12. STORM PMNO, INSTALLATION 91WL COMPLY WITH SPCCS NOCATiO IN THIS GUAM PW9 MW BLMLONO AND ZONING REGULATORS
<br />(Min. H'W-3000 ►.MH.)
<br />PROROW N ?HE JURISDICTION WHERE POW IS APPLIED TO
<br />- 014-10 PA,ILYYNF rEMNL IO • PANELWi[ PLUS ANCHORS. IIS WMIMACiWED N ELCO COHISWIIKTKN Tnaoucls.
<br />(YN. 1'v3300 9-4.)
<br />13. (a) THIS PRODUCT EYNLAHION DOOAI[NT (P[.o.) PREPARED ris BY IENONEEA a ONow AO GOES NOT """ omstAt"
<br />- 1/4'0 CF TIP-QRP ANCHORS, AS NAWACIIAED N TRu-rM OONPORAIMON (rc..3000 au)
<br />FDA A STE SECWTC PROOCT; Ie. WHIM[ THE SITE CONDITIONS GEVMTE FROM THE PLO,
<br />At) MMaAARR OIBEDM[NT of TAPCOI ANC110Ra RHto POURED CONO71L7E 9WL K H J/a•: 2• FOR PNEIAAE FSLAE
<br />CONCAR5.
<br />(a) CONTRACTOR TO K RESPONSIBLE FOR M[ 71LECTON, PUROMSE AND INSTALLATION INCLUDING In SAFETY' or THS PROOK.T
<br />M9ED ON THIS PLO. PROVDED N. DOES 11.. DEIMYF FROM THE CODno4 KIAAE2r ON THIS DOCUMENT
<br />D fN /IAMEDME R115 AMC 1 A/4' FOR Or TAP -GRIP
<br />CO STSOCTgh SAFETY a SITE IS THE CONTR1CT01Y TEXONSERT•.
<br />w2) CAUL -MN A SOLD-RT ANOORS SHA, K U40M 7/0- NTO TN[ POURED CONCRETE No EMKOEM NIO
<br />(c) THIS Pwou T nwlaroom WMAKW WRL K cOM310E1m MNAA IF Momm.
<br />fOUCGO SMALL SE PERMITTED. Ite 0-20 DONE USED SAL K I 1/r LONG MINIMUM SNQAD SLODO QUIT.
<br />RD 1' MIINNUII FOR MAUS WITH NO STUCCO. N10 MAT SE HEADED WIENS 09 ALL THREADED SCREWS W/O NEAO.
<br />(d) 7GfE SPOORC 1WOIE1C71 91ALL K PREPARED BYA FLORIDA IWASIEMQ EHOIEQ OR ARCHITECT vR4cH WILL BECOME RE
<br />BUT MIN WING NMSS
<br />ENOMEER Or N=m (LOA PO1 1HR NO.ECT AO WND GILL SE RESPONSIBLE FOR THE
<br />poe THE
<br />PADPF'R LRSE O ►.[.o. w RECORD, A,nNG N A Oa 1 AN VT TO
<br />A 0 EFOMEG TO INC
<br />A.3) N CASE TENT PRECAST STORE. PRECAST CONCRETE PAINEUL P .VtL STUCCO OR WOOTI BOARDS K r0UN0 ON THI
<br />[)UKOF
<br />SH SIUBMII ro THE uT[R T11( SITE SPECIFIC OHAm
<br />wmwg
<br />EXISTING; WALL Olt FLOOR A400" MINI K LONG THOUGH TO TEACH THE MAM STRUCTURE BONG SUCH
<br />PANELS ANCHORAGE SAL K AS MENTION O IN AI) AND N A2).
<br />(4) MEM THE IMONDOML 3UL AO SOATNE OF THEPROE9SDNA,
<br />q,�
<br />E p[L fr.
<br />(B) M ,]IIS7111G ODNOr1E e,), 1PF%PWtEQ
<br />bTH C-!D.
<br />r
<br />- 1/4 0 TAWHON N MANUFACTURED AC r. T W BINDEx. NC.
<br />14. SHUTTER NEL: WNtHFACNIER'S LNTl BALL K I.aG,lT111 ON A READILY CODA Ht5lBIt LOCATION p STORM
<br />PANEL sHAltRR N ACCORDANCE WIN SECTION 1709.9.3 OF n101vaA W"M CODE. ONE LAM
<br />CALK-414 MANUFACTURED
<br />- 1/4' I >< 7/B• CALK -MN ANCHORS. N uATNurHEcrIIREn BV DEYULT INC (MN. ra.1S00 PsA.)
<br />SMLL K PIArtED rill cAw OPEUIa. LAsrum t0 coMn.Y A" ST OH 170.92 OF THE
<br />- 1/4'0 13/4' 9000-3tT AMCI OR5. AS DISTRIBUTED BY AL POINT SCR". BOLT ItSPEGAtt CO.
<br />FLOROA BUILDING CODE
<br />(MN. ,'O-1400 Pe'.)
<br />- J14-10 F ANEHATt FEMME D AND RAMMMUE PLUS ANCHORS, N MAN IFACIURED N ELCO CONSTRUCTION
<br />11IH11T
<br />THIS GROWING SHALL ONLY K UO 10
<br />DBTAN PERMITS N THE 910179 OF FLONDA
<br />PRODUCTS (MN. r-2071 P.4.1)
<br />- Ile 0 OF TAI ANCHORS. AS ANCHOAS 1640IFACTRED BYTRU-FAST CORPMTION •'(;(CP A.%I(J.T
<br />0.1) MINIMUM EMBEDMENT! OF TAPCON ANCHOR[. ELCO PANEL AM AND CV TAP -GNP ANCHOR, INTO THE •' • C
<br />••• V KORIOA aULDIND CODE h Veit Nur kIc
<br />RLOCK UNIT %%LL K I Ile. . 4ep)p R160. AT
<br />No. 4 167 ' aG cAaE SMvANREs 8/EEL SIQaM MNEL
<br />9.3) CMMK-IN r 9Q»-SET NCHORIS Sloe K EINnmE. 7/s' 1HR0 N[ /;OHIORER BLOCK III,. NO
<br />MAp BNCCD SHALL K PERIMfi[O. IleM-p WPM USED OVAL ME 1 1/2' t.OHfG IIMaYW
<br />% Pd1W9TIO1111 PRODU HWUCIL
<br />EXIST. AND I' MOWN FOR MANS WITH 40 STUCCO.
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<br />INSTALLATION DETAILS FOR REGULAR PANIELSCIA dA
<br />INTO EXWINQ POURED CONCRETE OR CONCRETE BLOCK K STRUCTURES ((OaONEC DE AENMM
<br />AONLRSIE nIaMWIS l,mt ON
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<br />POUND 1 M a 04IONW n tGHtwE H1EDUnlD� •� ,p
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<br />1 CONCRETEBIDOK CONCRETE BLOCS
<br />REOIARm. t RTOUIIEp ,/Y
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<br />\ s R t• Mat � \ ��.
<br />tOl1aE1[ AKHWa % \ •-.0� OrA LONHaI[f[ AIDNIAAD ! \ W77J
<br />W�IQrR'd l4Q faR0lut OI'--' \ c.4. eii .
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<br />TOP A BOTTOM MOUNTINGS CAN K
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<br />A COkOOM IN ANT WAY TO SUIT Y AN.�/r INSTALLATION.
<br />�Elll, •'K� FLORIDA suNDPoID I�DE11
<br />1
<br />hr lone
<br />REQUIRED. 7/ ?' �' EaNaWR$a®Ru all \ * • # i *
<br />W.aTD a TNRN,W n TA1E ._._-.
<br />CEILING 'cf`S, OAID ..
<br />in AfAI '7
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<br />20 DAOE DALVAMM STM STORM PANEL.
<br />WAM Inn
<br />PROTECTiDII PRODt!< m LLC.
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<br />S. MATEMAL CrHARACTERISTICS.AND.SPECIFICATION
<br />$hall be strictly in accordance with General Notes and Cangonanto 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 (P.E.D.). drawing No. 20.176,
<br />7.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, a thru 14. indicated
<br />on sheet 1 of 26, as well as General. Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No, Mile
<br />prepared by Tlitem, Inc, and signed and sealed by Walter A. TYIrT, 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 Wetter A. Tillit, Jr.. P.E. (Florida License
<br />No, 44167), President of T11aw, Inc. (Florida CA-0006719).
<br />►. �CEN�'
<br />44167
<br />STATE OF
<br />WATLL
<br />O:l TILYSCO AbMON RECORDS 1 P. 5. RMORT.201 OLOSAL PROTECTION PRODUCTS, LLC 120 GRE K
<br />AWLYANB;ED STEEL STORM P1WEL1 ORIIM:T a 2O.17e1 REI•0Rr a 21O4M0I
<br />1 L EC4�imc-
<br />TILLR TESTiNO 6 lNOIN!lAINO COMPIWY
<br />WALTER A. T1LUU, nL, P.E. ti)Tew�yMeI.COW
<br />PRODUCT EVALUATION REPORT 4IT
<br />fL.CA.Um I•.NMTHv
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Stutters
<br />PRODUCT SUR-CATEGORY: Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL.
<br />MANUFACTURER: roducM.- LLC
<br />r
<br />48M S.W. 51 Str,eet
<br />Davie, Rords 33314
<br />1. PLIRPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wa1Nr A. Ttlllt, Jr„ P.S. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />01GZ0.3, Method 10 of the Florida Department of Business and
<br />Ptofesaklnal Reputation,
<br />This product IS being issued an Evaluation Repart as described herein, and has
<br />been vented for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to vS* that the product is for the purpose intended
<br />ait:laost 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 Stied its limitations and conditions
<br />2.,
<br />2,1. PRODUCT EVALWMN DOCUMENT (P E b,):
<br />Drawing No.20.17E, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />shoals 1 thru 18 of 18 prepared by Tilteco. Inc,; signed and Sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte mwgi iil+pi is
<br />Evaluation Report.
<br />N,
<br />167
<br />-7i Tit• � Tlr �`
<br />STATEOf
<br />6355 N.W. 36th Street, Suite 305, Miami. Florida 33166 - i?tEm3D: (305) 871• S t' -I531
<br />COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS
<br />(srxE 1/2-T7
<br />__ __ _-._fS.Ita• PaTAa 1rDM)--_.�_ ._...____. _ __...._._.___. __'-, T,.._.--.•1D.HN• (TOT& ROTN)-
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<br />Yr• _ .a 1 ,R,�p.,Or-/4 r-•.-I'-,. \•- -..__. /4_..____ _.. I.NfI [ MIDiN}_.____�_. —.... _..., • �C - _ '���'. .�'----� .._.�_ a.3Jo0.a•w w... L_THICK
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<br />Large missile Impact toad tests were performed under SSTD 12.90 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 byAmedcan Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
<br />R. Mohner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and (?apart No.
<br />0219.01-09. dated February 26, 2009, signed and sailed by Edmundo
<br />Largesepods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 111203 as per Section 1809.1.2 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, P.E.
<br />Tensile teat report No. GCM-193 by OC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, diaper ASTM E4 and Tensile Test as
<br />per OC Metallurgical Report No. iOKM-1316, dated December 1, 2010 signed
<br />and sealed by Jerry Jac'x3fano. P.E. as per ASTM E-8.
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length Va. 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 1004 of the Florida Building Code. Calculations prepared by Tlitsoo,
<br />Inc., dated 12/18/10 and 0MI13 (for this revision), signed and sealed by Waiter
<br />A 71111t, Jr., P.E,
<br />I UMSIL.E IMPACT RESISTAAL+ M
<br />Large missile Impact under *action 1609,1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201,
<br />4. "ND 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 S. 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 shests 5, 9,10,11,1$ thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.178.
<br />24 Gage Galvanized Steel Storm Panel has been verified for oode compliance to
<br />work as a non -porous abrm shutter assembly, as per SSTD 12-99 Standard.
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />shoats 3 thru 6, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.175. Minimum Separation to glass shell be as indicated on
<br />sheets 3, 6, 13. 14, 16, t6 and 18018, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
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<br />sheet 1 E and 2 of 18 of Prod ct Evaluation Document
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<br />Anchor specifications shall be as indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDMONS QF USE:
<br />7A . Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on shoat 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20.178
<br />prepared by Tliteoo, Inc. and Signed and tested by Waller A 111111, Jr., P.E.
<br />7.Z Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1520.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed Into) poured concrete, concrete block, and
<br />wood frame structur as,
<br />Product Evaluation Report prepared by Wafter A. TIIIit, Jr., P.E. (Florida License
<br />No. 4416n President of Timm, Inc. (odds CA-0006719).
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