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WATTRR A. TILIST,IR P.B.
<br />1 L ECO INc_
<br />TILLIT TESTING a BNMINEIRIN0 COMPANY
<br />PRODUCT EVALUATION REPORT
<br />REPORT Ni 20-0728.01
<br />DATE: July 28, 2020
<br />rt rn. LN,ew w. Z4.7
<br />n CA li,cu.e Nu. WKM7IY
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT RUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />20 GAGE GALVANIZED $TEEL STORM PANEL
<br />MANUFACTURER:
<br />4800 S.W. 51 Street
<br />Davie, tloride33314
<br />1. PURPOSE OF EVALUATtpN;
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 190e) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020.3, Method 1 D 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 />e Building Code change that may aged Its limitations and conditions
<br />2. EVIDENCE SU MI77FDo
<br />2.1. PRODUCT EVALUATION
<br />Drawing No. 20-176, Udad "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tllteco, Inc.; signed and sealed by Water A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral parHRQiti+sF
<br />Evaluation Report,
<br />��' 4�CENSF T`�P
<br />No, 44167
<br />S4;
<br />Or
<br />0.' A � ;.mow
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phme: (305) 871-1530 -
<br />I W:01 kill" W.kY-i 111111KIIIII 10XII f. 4 .4 , u.Jr/.: ,
<br />22, TESTREPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1628 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering N3
<br />Testing, Inc., Reports # 96-609 dated 08/09/1996, #W570 dated OW18/1996,
<br />#96-T30 dated 09/20/1906, all three signed and sealed by Hector M. Medina,
<br />P.E„ Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 20D9, signed and sealed by Edmundo Largaespoda,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile teat report No. 9CM-197 by 4C Metallurgical, Inc„ dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2M&�SiSUCTURAL ENf3i),(N:ERING C Lr__U Annul•
<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 load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1818 of the Florida Building Code. Calculations prepared by Titeco, Inc.,
<br />dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />I MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4—MND LOADS. F-3111TANCE:
<br />20 Gage Galvanized Steer Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />IS, 19, 25 and 26 of 28 of Product Evaluation Document (P.E,D,), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E. 0.),
<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.), drawling No, 20-176.
<br />•/ 9
<br />'��CENSF � ✓��
<br />"167
<br />JAL
<br />EL
<br />a a) N tAM[ THAT FuuaT stoHK oR FT1EOIdf colloaETE Iwla s. snIOco OR woao stunts K roLNO on THE
<br />Calm WALL ANCHORS SHALL BE LONG ENOLIOH 10 PEACH THE tAAN STNUCRIRE KHM SUCH PANELS
<br />1. S1OB1 PMIEL tAlON41 ON 1HS PIODIX,T MV.W710N OOCIINENT ((P.E.O. HAS BEEN VEWPIEO FOR COMPLIANCE N
<br />ANCHORAGE SHIAV K AS AIE1Nil011ED N BA) ARID IN Ii
<br />ACCORDANCE Wi THE 20ED (7U, EOITKN) or 111E IIORIDA KU&4
<br />(C) _ 1 4'V no DRS
<br />ANCHOR, C MAMa-ALTNED M I.7. BUI0.0UL INC.
<br />ORMLN NNe L.OApE STALL K oEKRIrNED AS PER KC110N 19200E THE ADORE MENTION® COOS,
<br />f011 A WND BRED AS REOLMRED M 71E JURANION WHERE THESE SMn1Eb WILL K A LEp AND
<br />_ #N-IG WVEEWTE TOOLE 10 AM WNRUAW PLUS ANCHORS. AS MMMFACTURED Br ELCO OoMsmxnoN PRODUCTS,
<br />I
<br />Idl A oNEC1IOlMRY fACrOR Kd.0.e5. U9NO A9CE 7-19 AND 81ALL NOT ENLi'E0 TIE tM%MKWRM (AE.O.)
<br />DESIGN PRC MUK RATINGS INDICATED ON SHIM 7 THIN 12. 14. 15. Is. 19 Al 20.
<br />_ 1/4Y UA SCREWS Eel NO.S.
<br />_ 7/leY . S/B• WOW&ESIPNG, AS OISIRRUtEO BY ALL POINT SCREW. iOLT 4 9PECP1.tt CO
<br />N OR= TO VEINY THE ABOVE CONDITION. ULTIIATE DESIGN We LOADS DETERMINED PER ASIDE 7-19
<br />Ct) MINNIY 1/MEAOED PEETRA710N NFO W000 a TAPCON ANCHIOR$ SWILL BE t 1/2` Ale 2• roll ELCO PANELMTC Puss
<br />SHIALL K FIRST REDUCED TO AST. DE9G1 wMe LOA099r MLATPlYNO 111EY BY O.e IN ORDER TO
<br />AND P001111AV E FEMALE D.
<br />COM MK THESE W/ YAM. (AS.0) DESION PRESSURE MTINCS INDICATED ON 91EM 7 nNU 12, 14, 15, 16. 19 r 20.
<br />C.2) MINIMUM THREADED FDC MIMN Of LAC li LAC SCREW. o THE WOOD FRAME UNIT SBE 1 1/2-. NO THREADED
<br />N DOM TOVE FY TNT ANCHORS ON THIS PESO. AS TESTED WERE NOT OVER STRESSED. A 339 INCREASE N ALLOWAeIL
<br />SJRES5 MR WM LOWS WAS UM USED N reOR ANALY%. FASTEN= SWING TO WOOD HAS MGM DM%WEO N
<br />PENETRATION INTO STUCCO SHALL a CONSIDERED AS PARR OF THE NEOUERD TNREADEO PEKATON. TR
<br />ACCORDANCE WIN NA& 2018.
<br />C.3) MRUMN EDGE OWNiCE Of LAO SCREWS. INTO WOW SHALL BE AS NOMJMTED N THIS ORWOK
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WM MMMANK HAS BEEN VEWU N ACCORDANCE WITH SECTION 1A36 O
<br />THE ABOW MENTIONED CODE AS PER HURRICANEENGMKDBNO AI TFSIINO NC. NO"" WSW, 96-570 r 96-Ta0 ARID
<br />CA) IA/AMMM OENETM710N K WOW BUSHNG Si BE 5/e'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG sYIAYUAN
<br />FD"WAr4N TOY= 1i NC., RCPO , 12032 a #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />90" STUCCO DUST, AHD ,' MIIMN FDA WALLS MtHI No STUCCO.
<br />AS WILL AS STANDARDS. AN 1F97 lIN LSE SMITH FLORIDA REPENT #0219.01-00, AS PER TAS 201, TAS 40t AND
<br />TAS 201 STW
<br />c-s) N CASE ITA; WKCAv STow. OR PREET Sco"mm Posi STUCCO OR WOOD OGUM BE FOUND ON THE DOSTNO
<br />S. ALL ALIrHMAN FINIRIKIONK TO K e0t3-rs ALLOY AND TEMroH. (UNLESS antRMlsE Noi SEC 311111 2
<br />PALL, AHMM SHALL K LONG BOUGHT To RF/W THE MAN STRIICnM KKM SUCH PHI"
<br />AHCHHORACE SHALL K As MENHOWD IN CA). Cs) A CA)
<br />7. ALL ALUMVRN 91[ET METAL USED AT CLOSURES SNAIL HAVE 3105-N14 ALLOY.
<br />(0) M CMOIK 30141 K NSTMLM FOUAWAV ALL Of THE NKCGMMD"t*K NQ SPECIFICATIONS Of THE AMMIOWS MANUFACTURER.
<br />A. ALL StRL NIRT OCTAL PRISES &ALL MAN[ STRUCTURAL OLMIM STEEL ASHY A-IJSa CRAOE 50 MIMIIIAIY, G-EO
<br />GALVAN2E0 SRR O[sIOHAT10N 11 !Es HN (AFTER ROVED).
<br />IS.
<br />E PANELS MAY ALSO K INSTALLED HOPMOITALLY FOLLOWING !INSTALLATION DETAILS SHOWN ON SECIION a TMWUON 10 (s1EE1S 4
<br />e) DCEPT THAT WAOERS (Z • 0ally SMALL NOT K USED.
<br />S. ALL SCREWS N K STAMLLLSS STET Soo Olt ate AIM SEARS Olt CORNOSNCORROSIONREM COATED CARBON Sly A3 PER
<br />ON soots / 50 IN YIELD STRENGTH AND 90 hill KFO TENSILE SITH M SHM L COMPLY W/ FLORIDABULOW CODE
<br />0. IT sK THE RESPONSIBILITY THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SWITER 4 TOK
<br />ATTACHED TO NUIE SPROPER ANCHORAGE THIS SHUTTER SHALL L ONLY ATTACNEO TO CONCRETE, BLOCK OR WOOD FRUIT
<br />I
<br />KC11aN 24f.344,
<br />OULDOM
<br />S. BOLTS TO K ASIM A-307 CALVNIDED ST(E- OR AM 304 SERFS STANLE93 STEEL 0" 3e IN MRMMIY YIELD
<br />STREKWK
<br />TO, EACH REOUTAA STOW PANEL WITH LENGTHS OYU e•-e THROUGH 12'-4, AS PER SECTIONS 9, IL 9 It 10 AND ALTOMOV ES OW.
<br />ANO0R5 TO WALL SHALL K AS FOLyOwi:
<br />4
<br />9w .w ON SHEET 9 A • • 12 RESPECTIVELY: 9NALy MAWMAWA LWWE AV WADEY VWM UAROIC NSINICIPM. OWNER OR
<br />1EH�wTlaro SECURE PANELS WON APPU AW RDNPORCOOEM OL"W Pawn OF HURRICANE WAMANC.
<br />W TB_�R9i.er,l-= mneETY.
<br />II. THE INSTALLATION CONTRACTOR IS TO SEAL/CMNL ALL SHMKN COMPONENT EDOES WHICH REMAIN N COWM US CONTACT WITH
<br />- T/4'P 7APCO/ AMC/101N8 AS MANUFACTURED BY 1.T,W. BUaOLK, INC. (Lin. Fa-31 ►2 P-i)
<br />THE BUILOINO TO PREVENT WHO/RAN NTRUSON, ,
<br />- t/4• • . 1/e' CALK-N AN CIORS, AS MANUFACTURED BY DEWW.T INC. (URN. rr-3000 ;, A L)
<br />- 1/4.0 N 3/40 SOUS -SR ANCHORS, AS DISTRIBUTED BY ALL MANY SCREW. BOLT At SPECIALTY 00.
<br />12. STORM PANEL INSIALIATION SMALL COMPLY WITH SPECS NDIGTED IN TM DRAMM PLUS ANY BUILDING AND 2oNING REOULATIOK
<br />(Mn. r-3000 P.. Q
<br />PROVIDED BY THE &%U C110N WHERE ►ETAMI 4 APPLIED TO.
<br />- (ON. 1 NVELl111R FFIINl 0 • OANE.MIE PLUS MM:IIOI$, AS YNANACRRED K ELCO C014TRUCNIOI PIROOI)CIS.
<br />(/A P.,Lj
<br />13. (a) INS PRODUCT !EVALUATION DOCUMENT (►.ED.) PREPARED BY THE ENGINEER 4 OEMEMC NO ODES NOT PROVIDE NrONUA10N
<br />0 OF TAP
<br />- 1/40 Ci TAP -GRIP ANCIHOIG. AS MANUFACT RIM BY TRU-FAST CORPORATION (Va.3MW P.4JJ
<br />FOR A NTE SPECIFIC PROJECT. I... WHOW THE SIM CONDITIONS DOMTE FROM IM ►AD.
<br />CONTRACTOR TO SE RCMMMW FOR THE SELECTION Putiewa AND wWnAAT*q POLUDINO LIFE SAFETY Of THIS PRODUCT
<br />A1) MINIMUM OIYfDMOn OF TAPCON ANCHORS INTO PM" CONCRETE STALL K 1 3/4'. 2• FOR PANEAATE !EARLS(b)
<br />WSW oil TV" PCo. "Wien W./slE om NOT CiWTE MW THE NS CONern WrALM Of THAT O WWArt.
<br />0 90 AODMTF PLUS AND 1 1/4' FOR CF TN -DIME ANCHORS.
<br />CONSTRUCTION SAFETY AT Si 4 THE CONIRACIOR'S RESPONSNPM.
<br />A2) cALDe-w r soup -SET ANCHORS Si K EMBEDDED 7/A` INTO 11E P'oLNE'0 CONCRETE. No IDNEOIIEM PRO
<br />(e) THIS PRODUCT EVIALIAI,OH DOCUMENT WILL K CONSIDERED AMALe IF MODIFIED.
<br />STUCCO SHALL K FORM=, 1/4. 0-20 STEWS USED SHALL BE 1 1/r LONG MemAN 90AD STUCCO EMT,
<br />ND 1• MNMINH FOR WALLS MM NO STUCCO. Ale MY K HEADED SPEWS OR ALL na li SCREWS W/o HEAD,
<br />(it) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A FLORIDA K04TFRM Dxw4 ER OR ARCHITECT WHICH WILL BECOME THE
<br />KIT WITH WIND NUT'S,
<br />EIONEEA Or AM= (LOA) FOR THE PROJECT NO WHO WILL K MWORME FOR IFE
<br />PROPER USE OF THE P.EDiMG = Or RECORD ACTING As A DEEGAM ENGINEER TOTIE
<br />A3) IN CASE THAT PRECAST STONE• PWCPM CONCRETE PMMMUL PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE
<br />P.EO. DNGNEm si i;ii;T TO no LAr" T11E 311E SPECIFIC ORION" FOR REVEIA.
<br />E%411HG WALL OR FLOOR• ANCHORS SHALL K LONG ENOUGH TO REACH THE YAW STRUCTURE K MNO SUCH
<br />WILES. ANDORWE SHALL K AS HEN+ONED N AI) AND N A2).
<br />(a) THISP.ED. 9NML SEMI t+E aR AND OICOHIAL SEAL ND SIORA7IMK Of11E PFeFESSIOIIAL
<br />eNGNIEER OF Mcm THAT PRePAREO IT.
<br />(B) m L�+yRrF wFMyc I .+u _NG,
<br />- 1/4• • TAPOON ANCHM AS MMMUFADUKD BY T. T. W. BlM1ACK, NC.
<br />1. T. AUIEKDEWALT
<br />14. SHUTi MAMUFAMWOS LABEL SHALL K LOCATED ON A HEADILY "Da LOCATION AT $TOM
<br />PANEL SHURFA IN ACCORDANCE TWIN SECTION 1700.9.3 OF FLORIDA MADW CODE. ONE LABEL
<br />- 1/4' P . 7/s• CAIx-N MOORS. A4 MMOFMY 8Y INC. (YIN. 1'f.1500 P..JJ
<br />FOR ' OP[MHIO. LAeFLRIO TO COMPLY wrtH SECTION 1709.1.2 O THE
<br />- 1/4'0 K 3/4• BOUT -SET ANCHORS. AS DHLTRXSX D M ALL POLAR SCREW, sOL1 B SPECALTY CO.
<br />nLawaeMML`A�oM CODE.CED
<br />(MN. re•INO 0•91)
<br />K LIBEL ro
<br />- /,4-10 MO.MAIE FEMALE a AND PANELWTE PLUS ANOICIRS, AS MANIIFA.CRIRED BY ELOO CON"wivoN THIS ORPOU s11AL1 E STATE
<br />PRODUCTS (ult. ra-2071 p.,.l.) IN1 DBTAN IiWIWIB N THE RAT[ OF F10111DA
<br />- 1/a• A OF TM-ONP ANCHM. AS MNUFACTIXEO BY TRU-FAST CORPORATION .�! A ,
<br />rI
<br />�1;••,"„:„•''
<br />9.1) M MHUIN EMBEDMENT Or TAPCON ANCHORS, ELCO PANUAIATES MILD CF TAP-GRP ANCHOR. NO THE VC
<br />FLORIDA WILWNO CODE h Vsox NMrrke
<br />at= UNIT SHALL K 1 1/4'. .cep WLROIX W- 20 OAOE WIVANI2ED STEEL STORM PARE
<br />No. 4 167 •'• �
<br />92) CMK-IN a SOIe-SET ANCHORS 94AU K EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT. NO
<br />INTO STOOO SW1V K PERMITTED. 1/4. 4-20 BOOM USED STALL K 1 1/2• LONG MINIMUM
<br />(ARGiECTI� �,y yh,• �,. N
<br />EAST. AND t' MINIMUM fall WALLS WITH NO STUCCO. '�._ CYAY
<br />n. I! - - .-n-cow,+,
<br />O*kVwm AlpaE
<br />INSTAIIIA7101,11 DETAILS
<br />INTO EXISTING POURED
<br />FOR REGULAR PANELS(Ijka
<br />CONCRETE OR CONCRETE
<br />aaHDER MIOIOIE -I/��/
<br />BLOCK ST UCTURES
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<br />PBODUCT EYALy 3
<br />S. MATERIAL CHARACTERISTIDAPEC1FiCAT10
<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 />No.20-176. Anchor apeoificatione 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. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 28, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tllteco, Inc, and signed and sealed by Water 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 />woad frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Titteco, Inc. (Florida CA-0000719),
<br />NIg1n4nHgNA//
<br />_ M,••
<br /><'�Zz 44167
<br />® STATE OF
<br />,A�,
<br />y/asn110NA t k%%
<br />WATYL
<br />DA TILTECO ADMON RECORDS 1 P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC U 20 GAGE
<br />GALVAN= STEEL STORM PAWED DRIAG S M178% REPORT B ZD•0728.01
<br />1 L ECO INc.
<br />TILER TEBTINO i lNOIN!lRINO COMPANY
<br />WALTMA. nLI U, Alt., P.E. HtIN Ootp�aol.CDm
<br />PRODUCT EVALUATION REPORT ,i PJ: Lic,urlNo 44L67
<br />FLI.A. LH"N N..0006719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Stutters
<br />PRODUCT SUB -CATEGORY: Storm Parole
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. 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. Tlliit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />01020-3, Method ID of the Florida Department of Business and
<br />Profeaslonal Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verifed 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. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT rP.E.D,,b
<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 Waiter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing Is an inteQA((yi f liAjy�� a
<br />Evaluation Report. ss_�",C�ikk.++„�r++...�'„�/(�(/
<br />6355 N,W. 36th Street, Suite 305. Miami, Florida 33166 - Phone: (305)
<br />COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS
<br />(SCAM 1/2.1)
<br />..18.196• (10TAL wltnH} —.—_
<br />---12AOD• (ESFECINE wimr ----- la.l•e• (rmAL wrN)_.__.._.___
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<br />2.2. TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 16N19.1.2 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 03111/02 witnessed by William
<br />R. Mehner, P.E., Boriz Maroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cycilc
<br />loadings per Protocols TAS 201 8L 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. 1123.01-10, dated Novembeii 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM•198 by CIC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, FIX, as per ASTM E-B and Tensile Test as
<br />per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010.signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />29. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. deft n
<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 1804 of the Florida Building Code. Calculations prepared by Tllteco,
<br />Inc., dated 12/18/10 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large miaslle Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 2011.
<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, 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 aheets 6, 9, 10, 11, 13 thru 16
<br />and 18 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 SSTD 12-99 Standard.
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<br />PRODUCT Ey UTATATION REPORT NOL 20472702 3
<br />5. INSTALLATION:
<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. 20.176. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />0, 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 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-178.
<br />7. LIMITATIONS AND CONDITIONS OP 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. 20-175
<br />prepared by Titeco, Inc. and signed and sealed by Water A. Tlllt, 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 structures.
<br />Product Evaluation Report prepared by Water A. T81t, Jr., P.E. (Florida License
<br />No. 44167), President of Tlteco, Inc. (Florida CA-0006719).
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