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1 L ECO
<br />P$UDF]CT�'.ALtrNL7'EE71S>t+aF'Frerxty tD.EnTw.at a
<br />eRnDS)t•r9Ev_rcaA'rtn1D>�:T+N'►n'tFio_ zn.rnr.,, 3
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<br />TiLLIT TESTING A ENGINEERING COMPANY
<br />---.
<br />2.2. TEST REPORT$;
<br />Large missile Impact and fatigue load testa were performed under Protocols TAS
<br />MATERIAL CNARACTERISTICS AND-SPECIFlCATI0N8:
<br />Shall be strictly In accordance with f3enansl Notes and Components indicated on
<br />TILLiT TESTING a ENGINEERING COMPANY
<br />T A.
<br />WA rrbe 11tuT 1a , r�,, Tii COR1
<br />PL fn L ), �,
<br />tot, 203 as per section 1828 of this Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing
<br />A. 1
<br />wr cTER TILLiT, fR, re N rQoo®so).0La
<br />PRODUCT EVALUATION REPORT R. P.F LM Milo M16T
<br />AL CA L6.rN.L W6719
<br />as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering &
<br />p t>o P P Y 9• n9
<br />NiG.W176. Anchor specifications Bh611 be as Indicated on sheets 1, 7 and 21 of
<br />HL4A. LIIwIw W.OIOA71F
<br />Testing, Inc., Reports # 96-509 dated 08/09/199S. #98-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E,D.), drawing No: 20476.
<br />pitt'�D_1�CT VALUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed and sealed. by Hector M. Medina,
<br />REPORT NO.: 2g-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No,
<br />7. J IMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO : 28-tf720.01
<br />0219.01-09, dated March 4, 2009, signed and vested by Edmundo Largaespoda,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shell be stdctty in compliance with General Notes No. 1, a thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. DCM-197 by QC Metallurgical, Ina, dated March 13, 2000,
<br />on shoal 1 of 26, as well as General. Notes N 1 thru 4 and 11 thru 18, Indicated
<br />on sheet 21 of 26 of Product Evaluation Docurnord(P.E.D.), drawing No. 20.176
<br />PRODUCT SUWCATEGORY: Storm Pan ssla
<br />PRODUCT CATEGORY: shutters
<br />signed and sealed by Frank Grote, P.E.
<br />prepared by T iltaco, Inc, and signed and sealed by Welter A. Tillit, Jr., P.E.
<br />PRODUCT SUB•CATEGOIRY: Storm Panels
<br />2J-SM »TURAL ENGINEERING CA,I_CULAMONS:
<br />7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Fbrtda Building Code.
<br />PRODUCT NAME: 20 "GE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER: Etod lGti,=
<br />MANUFACTURER: Global Proisoli -. •a. 1 r
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1618 of the Florida Buildi Code. Calculations ng prepared by Tllteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood items structures.
<br />48M S.W. 51 Sheet
<br />Ogilvie. Florida 33314
<br />4600 S.W. 61 Street
<br />Davis, FWda33314
<br />dated 11/03/09 and 03/12/18, signed and tested by Walter A. Tillit, Jr., P. E.
<br />1 PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT REl81STANCE:
<br />Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />L
<br />ThisU a Product Evaluation R
<br />Report Issued by Walter A. TllR P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44187), President ofTilteco, Inc. (Florida CA-00007'19).
<br />This is a Product Evaluation Report lssued by Walt�MrA. Tlllltt Jr., P.E. (System
<br />ID # 0-3, to the Global Probation Products, LLC, Rule sanest No.
<br />le
<br />61G20.9, Method 1 D of the Florida Department of Business end
<br />4L WIND LOAD$ RESISTJ�NCE:
<br />L�Lu+"""""+,+/
<br />A. 7i k/,>
<br />10 # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />$1820-3, Method 10 of the Florida Department of Business and
<br />Prolasslonal Regulation.
<br />20 Sege Galvanized Steel Storm Panel has been verified to sustain wind
<br />�.
<br />P
<br />. VCEN� %1
<br />Professional Itagulauon.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />barn verified for compliance In accordance the Seventh Edition of the
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />Ia. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing trio:
<br />__ 44167 :
<br />�!-' `'�
<br />This product is being issued an Evaluation Report as devorlbed herein, and has
<br />boon vlerlAed for compliance in accordance with the 2020 Seventh Edition of the
<br />t proith
<br />Florida Building Coda, and to verify that the product is for the purpose intended
<br />the to
<br />at least equivalent to that required by the Code.
<br />20.178. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10. 11.
<br />14, 15, 17, 18, 19, 20 26 and 26 of 25, of Product Evaluation Document (P.E.D.),
<br />;
<br />STATE OF
<br />Florlds Building Code, and to verify that the product is for the purpose intended
<br />at 1E1a9t equivalent t0 that required by the Cade.
<br />drawing No. 20.178.
<br />, OAtR.•.r'
<br />This Produot Evaluation Report
<br />Report shall lea subject review and revision In cxple of
<br />5. INSTALLATION:
<br />"""Iau1Nn`
<br />This Product Evaluation Report shall be subject to roviewand revision In case of
<br />io
<br />a Building Code charge that may affect Its limitations and conditions
<br />a Building Code rho that affect its limitations and oanditions
<br />Y
<br />Installation shall be performed strictly in accordance with details indicated an
<br />Z. EVIDENCE SUBMITTED:
<br />2.1- PRODUCT EVIDENCE1USIMI tON_ppCl(IM(Elij(p•ED.1:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, Of Product Evaluation Document
<br />(P.E.D.). drawing No. 20.178. Minimum separation to glass shall be as
<br />D;) Tn LTECO AOMON ArCORDa 1 P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS, LLC 120 OAOB
<br />wLVAMMST�sTORM"XaLADRwGxm•TTe1RePOAT0ZD M0i
<br />Z. EVIDENCE SUMMED*
<br />Drawing No. 20.176, tilted "(M GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 28 of 26 prepared by Tiltsco, Inc;; signed and sealed by Walter A.
<br />Indicated on sheets S. 14, 16, 28 and 26 of 28, of Product Evaluation Document
<br />(P.E.D.), drswhlg Na 20-176.
<br />2 i. PRODUCT EVALUAiIOJi(j){�,UttENT (p.Eb.1;
<br />Drawing Nip. 20.175, tilted "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part GIs
<br />Evaluation Report, ��'� iJ(
<br />(�
<br />•-- `�'P�•�,1GF1J �.!�
<br />�`Ip�FT/��T
<br />.--� al►P\.-''•�tGEN$c••�9
<br />cheats 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 intearal+�ytlw is
<br />Evaluation Report.
<br />Qy,,,;... f Td
<br />No, 44167
<br />77,E 9M; *,
<br />__,..__.. __. � T4
<br />�- - --4+1167
<br />9, * I*E
<br />'• STATE OF +r
<br />is CORIO
<br />` �•� 167
<br />�;
<br />STA F OF
<br />WA.',,.s�•,.�..�.O.�'••�L ��,�
<br />6355 N.W. 3bth Sftevt, S1dta 305, Miami, Florida 33166 871-1530
<br />SSi0NA1 ��
<br />^/"„IItI,I,,,+INprd'
<br />•.........
<br />/�;SS N.W. 36th Street, Sulu 305, B,fia(ni, Florida 33164 - Pls�e: (305) 871 1 ?�Otp �t 531
<br />- rN4,AAQ (305) - A 'r 1 � '
<br />Fll/ll,lllllllll
<br />93) CAST K FOUND ON 11'E
<br />OR Ewq
<br />DUSTING MALL. ANNCIOWSSSMALL K L�dDD 09LON 10 REACH THE M�Mt STRRUCuRE tPANELS
<br />I. SIDRM ►NLL MIOIN ON THIS PRODUCT r^UATION OCCINIOR PEA) HAS BEEN VOWED MR COMPUAML IN
<br />ANCHORAGE DWI K AS MEITIDIdp N IF$3 AND N 92).
<br />ACCORDANCE WITH THE 2020 (70 WROM) OF THE nmm wiLms CODE
<br />(C) jPFf3F7C oWAMRY. C . e�
<br />DO M MO LOADS SHALL K DETERMINED AS PER SECTOR 14" OF THE AWK MDIT,ONED COM
<br />FOR WWD SPEED AS THC JI/RMOxT10N MOE 1RNTT1[RS WIL K NSTALLLp AND
<br />- 1/4 TAPCON ANCHORS, AS WNUPACrllm BY H.T.w. NIAEX, W_
<br />- 1/4-10 PINFSwTE FBA" 10 AND PA/ElAWE PLUS ANC HOR& AS MANUFACTUREDP ELCO CONSTRUCTION PROgICTS
<br />1/.•A //0 SCREWS PER M.OS.
<br />FOR A DIIEOTICNAII,r FOM,TOR IW9.05. VSNO AAI.i 7LIE NVD SIIYL NOI fJR.i',EO 11R. WRMM (AS�D.)
<br />DOWN PK=M RATINGS 91WCATED ON Daft 7 THFIM 12. 14. M Ik 10 k 20.
<br />-
<br />- 7/19i , s/B• WOOD On ND. AS DISTRIBUTED 9Y ALL POINT SCREW, DOLT W SPIOCOVY CO.
<br />IN OM" 10 VD1IFY THEAB01E COTDRIION, 1AIBIAE "ON WIND LOADS OnEAM91FA PER ABLE 7-19
<br />SHALL K nRS7 R[dCED TO ASD. KMON WOD LOADS BY WILIKYNG THEM W 0.I IN ORDER TO
<br />C 1) MINIMUM TH11"M PDOPATION INTO WOOD OF TAPCON ANCHORS SMALL. K , I/2' AND 2* FOR [LCO AANIDlMTE PW9
<br />COMPARE THESE W/ WN. (AS.0) OEM PRESSURE RATOM NDICAM 9N SHOM 7 THOU 17, 14, 10, 16L 19 k 70
<br />AND ►ANRIL IAL FEAMII D.
<br />INORDER 101DS R71IFY THAT ANCHM ON THIS PEA. AS /EETEo WOK MET ORION STRESSED. A IM POGROM IN AILONRRE
<br />C ) PENETRATION MWIMLIM �I�trOSIUCCO POICTRATION SHMOF
<br />K COMfgQm 4i NAT M REOUNEO "DIVIDED ! 1 3'. Iq RIREAOEO
<br />STUFOP WIND LOAN wA9 ! = USED IN THEIR ANALYSIS. FASYDICAS SPACING TO wow Ile KEN DETERMINED INACCORDW
<br />CE WITH MD.w JOT*
<br />C.3) MN3
<br />9AN EDGE OISTAINCE ar LAO $CRE . INTO WOW SMALL.K AS INDICATED IN THIS DAMPING
<br />TIOIW PAIK•S IMPACT AND WIND HAS Kill IN ACCORDANCE WTM SECTION 1628 OF
<br />IONED CO EA
<br />THE ABPIE YENiIOI® CODE M PER t1111MLA11[ ONCIIFEIWNO • 1E3T9D INC.NC. REPOIFLS WON, 99-970 k 96-T30 IAII
<br />ENGINEERING O
<br />C.4) MINIMUM Pf1E1MIM OF WOOD WLINO SMALL 9E S/B•. 1/4. 0-20 SCREITS USED SMALL K 1 112- LONG MINIMUM
<br />FDIESnWDM TESTING US INC,, 01". /2032 k %2129 . AS PROTOCOLS TAS-201, TAS-JOJ AND TAS-203.
<br />SMIXIID STUCCO EXIT. AND 1' NLIIIIM FOR YALLS WIM NO STUCCO,
<br />TA WELL 03 AS AANICAI IDR W 0/ 41A1T1H FLORIDA AEPORI ID219.D1-O9, AS PER TAS 201, TAS JO2 ND
<br />EK 703 STANDARDS.
<br />CS) N CASE THAT PRECAST STONE, OR PRECILft CONCRETE PANELS. STUCCO ON WOOD BOARDS K FOUND ON THE 003104
<br />2. ALL ALUMINUMD"OSONS T'O K 0063-19 ALLOT AM YEMPUL (UNLESS OMEMWSs NOTED), SEE SHEET J-
<br />WALL ANCHORS 944L K I" ENOUGH TO REACH THE STM WA WtM W" SIGH RAROS.
<br />ANCHORAGE SHA L ME AS MENTIONED IN G1), C.E) k C 4)
<br />3 ALL KUWNM SHEET METAL USED AT CIDSURES SMALL WAVE 3100-04 ALLAY.
<br />(0) NIGIORS SHALL K INSTALLED FOLLOWING ALL OF THE REOOMWIMATIONS AND ViCFW04 OF THE ANCHOR'S MANUFACTURER
<br />4 ALL 9TEFL MEET METAL PANELS 94L1 MAY[ S1WUClURL 011MlTY S1ffi, AIITM A-933 GRADE 30 IITIIINIM, 6-90
<br />oLVRwttD PM DESIGNATION W/FY. 79 a IN (AiTER ROLIfD).
<br />S. PANELS MAY ALSO WE INSTALLED HORIJONWLY FOLLOWING IMSTA"YION DETAILS SHOWN ON KCTCN 3 TMNOUGH 10 (SHEETS 4
<br />THROUGH 9) VICEPT "W WADERS m • ® MILL NOT K USED.
<br />3. ALL SCREWS TO K STAINLESS STTSL 304 OR 319 AIM SERIES OR CORROSION RESISTANT COATED CMSDN STEEL AS PER
<br />ON 60019 W/ 9O NO MO STArtg7N AND WT[MSIE SIRDIODH r SMALL COYPI.r w/ FT.g00A BUILDINGCODEATTACHED
<br />9 IT MINI K THE 1ESPONSIBUh OF THE CONTRACTOR TO VDWY THE �tA�NE;S or I NE SIRUCFNB OHM MRATFR a TD K
<br />SECTION tot .3.).4
<br />To INSURE PROM ANCHORAGE THIS WiT EA MMLL ONLY K ATTA4IFD To CONCRETE, ROCK OR I000 FRAME
<br />SU LDNas.
<br />k 90.15 TO K ASTW A-= GALWIIM STEEL. N AS MM 'SERIES STAINLESS STEEL WITH 39 W MGMUM WELD
<br />STAIIIEU .
<br />10. FAON R[GUINR WONPA4E1 Nth LENGTHS O.FJI 9'-9 THROUGH t2'-4'. A9 PER SECTIONS 0, a W k 10 AM L1ERIMTM3 Ile,
<br />T ANCHORS t0 WALL SMALL K AS FELLOWS
<br />9RI r 1011 ON SAUTS 3, 9 k 12 RESPECTABLY; MW1 NAC A 1,10011 AND WA KY Heal" MANKIND NMWUCTNG DIRER OR
<br />TENAMr M VCURE PANELS W N A/PLICARLE REINFORCEMENT DURING PEAIDUS N' HURRICANE WARNING
<br />W a
<br />11 THE INSTALLATION (ON WACTOM IS TO SEAL/CkU ALL Mn11TER COMPONENT EDOCS OWN REMAIN N CONTNUWUS GWACT OM
<br />- 114-0 TMCOH ANGIORf AS MANUFACTURED BF I.T,W- BUoUXX INC. (MM. F4-3192 pI.,J
<br />M NRDIMG To PRCIETIT WIND/RAN 11 MISIM.
<br />- 1/4• • . 7/9' WIF-N ANCHORS• AS CT110 eY INC. (AN. 1'? N.)
<br />PORNOMILT
<br />A S CIp.
<br />- 1/4.0 / 3/4• SOUC-SET AI/GIOR3. AS OISIHI19UtED m All FONT SCREW, f101.7 r SPECtKtY CO.
<br />0131* I
<br />12. STORM PAID. WMLLAWN MWL COMPLY WITH SPECS INDICATED N THIS DEAN" PLUS ANY BUILDING AND ZONING KNL.AM"
<br />(W.. fc.300o RJRJ
<br />PROVIDED WY THE J1alISOKTON MHDE PERMIT K APRJED 10.
<br />- (wk. 1 PNEWATE FOANE IO 1 PAIEIIMTE PLUS ANC14DR9. AS 1441A1fACililRm N D.CO CONSTRUCi,ON PRODUCTS.
<br />(1 paL)
<br />13. (A) no PRODUCT EVAUAMON OOCWFNT (PC 0.) PREPARED VV THIS ENOWER IS ODETIC AM DOES NCR PRONOL INFORMATION
<br />0 Dr.3Je0
<br />- I/4'0 Cr TA?-ORp HIf,NpRS. AS YFNUfAC71AEp sr TNU-F761 CORPORATION (rc.•3A00 ..s.1.)
<br />FLOP A SITE SPECIFIC PROJECT, i. WHERE THE SOE CONDITIONS CEN,TE FROM THE P.EA.
<br />A.1) MINIMUM DISED ENR OF TAKON ANCHORS INTO POURED CONCRETE MIAIL K 1 3/4': 2' FOR F*41WTE FEMME
<br />T PRODUCT Or VMS
<br />(►) IIA MN1 THIS'40. PI A-WD K RESPONSIBLE�MRIDOp iiI TIME CO VCTION PURCHASE NO IXIM ON DINGUAXIC WE OCUMENT
<br />ID AO PANEMLTE PLUS AND 1 1/4- FOR CF TAP-OWP ANCHORS,
<br />COHSIRICTION SAFETY AT SR[ W THE CONmMCTOR'S RDPONSIILIT,
<br />A2) CLIt-UI r ANCHORS TOP NPD THE NO EMKWEtC INTO
<br />9E1PERMITTED,
<br />(ra n13 F11000Cr EVALUATION DOCUMENT MAR K CO,/MOEWm INVALID If A1009MD.
<br />SMALL4* 0 0 CREWS U G MINIMUM
<br />iTVODD SHALL K PEAMmF®. TN• ado x7Ews LISW Mw�L K I 1/S" Laa MNMUM MaUID mN.w EXIST.
<br />11r LONG
<br />NO I• MNMUM FOR MAULS WITH NO STUCCO. AND MAT K HEADED SOW" OR ALL THREADED SCPOR9 w/0 HEAD,
<br />id) SITE 9PECPIC PROJECTS SHALL K PREPARED n A FLORIDA 1RA0STDIm U40I MM OR ARCHITECT WHICH WILL KCDME THE
<br />OUT WON WING NUTS.
<br />EMMM Or ROCON (E,OR.O FGE THE RIOJFCE AM 00 1Wµ K R SIA)MVDLE FOR THE
<br />PROPER USE N THE P.E.D. ENGINEER RECORD. ACTING
<br />A3) N CAK THAT PRECAST STOW PRECAST CONCRETE PALIIE1S, PAVERS, STUCCO N WOW 0040" K FOUND ON THt
<br />Or AS A OaMTED EN04M TO THE
<br />P.E.O ENOIEER, MMLL SAA9M1 TO "a LAMP THE SITE SPECIM DRAWINGS FOR KWW.
<br />OOSENG TALL OR RODE ANCHORS SMALL K RCN• ENOUGH TO REACH THE MAN STRUCTURE MOM SUCH
<br />PANELS ANCHORAGE MMLL K AS MENTIONED N At) AND N A2).
<br />(F)6mmmMT CARE AND 90NONL SEAL Ap MIMTURE OF Rd PROFESSIONAL
<br />1
<br />(B) to FWReTre o9NOrTE R,Oe. L pmN e-50.
<br />- 1/4. 0 TAFCOM ANCHORS AS MANUFACTUREDN 1 7. W @ULMX, NC.
<br />14, MHUM MANUFACTURE" LAM SHALL K LOWED ON A READILY WMWE LOCATION AT STORM
<br />PN*1 SHV"M N ACCODAHR WITH SECTION 1709.9-3 OF FLOEM FUILDNW CODE. ONE UKL
<br />Y1 4' 0 . T/9 OWH-N ANCHORS. AS MAUNACRRED N DLWALT W. (MN. 1` -1000 P...1)
<br />M4L1 K PLACED FOR pEDY OPDW* UKLNO TO COMPLY WIM SECTION IT09.9,2 OF THE
<br />'0 , 3/4- BOLE -err mom. As Carmsun eY ALL POW SCREW, WILT k S►EC4ILTY CD.
<br />- 1 4BOL
<br />FLORIDA BIALON6 CODE
<br />(MN, 1'IMIWOOD prU.)
<br />- 114-IG FIFELE FEMME IO AND PANEIAMTE PLUS ANCHORS, AS MARUFACIURED BY nC0 CANSTNUCtION
<br />THIS CONFIRM SMALL ONLY K I1BED TO
<br />PRODUCTS (MN. 1.207, RR.,.) MINA MAN PEpBiS N THE S hyt Oi
<br />4+
<br />- t/4. 0 OF TAP -GRIP ANCHORS. AS MNUFACTIA00 BY TRM-FM CORPORATION ��F A• r/
<br />l
<br />D.I) AIIIrNAA ELtBD11OHT of rMDOM ANCHORS, OCO p/FdLMA1Es AND a rK-GNR AKN011. 0/10 M[ JC
<br />MORIOA BULLONO CODE 10 h Val"I NMrrbA
<br />RGCX UNIT SWILL K 1 1/4•. .soil IL19Fa FIL 20 eACE GALYAIatiD BnzL S101a1 MIW.
<br />Ne. 4 1 i
<br />9.2) CNR-N k SGD-SET ANCHORS SHILL K DEEMED 7/r INTO THE CONCREM KOOK UNIT NO
<br />B7
<br />INTO ETUCCO SHALL K POMIITTED. t/4' 0-20 SCREWS USED 9wL K 1 1/2' LONG 119SIA1lU
<br />.._.? PROTECTION PROOUCTSI U.C.R
<br />EMT. AND 1• UNA" FOR WADS Wn H No STUCCO.
<br />--
<br />D wP
<br />1
<br />ACMMW'D I \
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<br />OONd:tE q1 E .r
<br />I
<br />I
<br />!
<br />CONCRETE KOMI ED. 91opt
<br />,
<br />CONDOM AIb1AlM /
<br />BMpOBMWO I/ SRI,r—'
<br />a
<br />HYM1, w
<br />O o.4
<br />offm 9 TTWW n
<br />MIIP y9-1
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I...& IIA
<br />ajylQ EXISTING POURED CONCRM OR CONCRETE BLOCK STRUCTURES t WD"C'„Eam
<br />AC qLf
<br />FoFptppEpTW,E uoim''''''��� lTKts 0I 7�-
<br />iMMUANN 0)-- C. -�....UI \•• 1 �.
<br />97iYLJ 1
<br />TT1
<br />W
<br />R L.
<br />CONCRETE I�URkD:I
<br />PCIWEC
<br />172
<br />�N
<br />,
<br />17
<br />1
<br />t - f HIOIAIEO , 9
<br />_I CONIORM BLACK
<br />YXOUMM
<br />OD�DOQMMGWR AIM19K /! L---C.9..- 9
<br />ya+9W0�A�IEM01...) N
<br />CMLM
<br />,Grit I
<br />O
<br />- AMTNOR \y
<br />mRauN
<br />Mari • nLNWHBH n `'
<br />tilillm
<br />,ICA/.E Vow
<br />COMORCM A CH M
<br />LEQ ICI TANG
<br />SNQWBW Ti • AN n
<br />HA,iL
<br />1 NBIT WILD 0
<br />t7 ,/r HLO
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<br />1
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<br />' It 1/r DG
<br />EMIT Al TERNAN
<br />SDMlVIM
<br />, SOLE 1
<br />E.D.. EDGE oea1NDE
<br />(SEE�SCH40UR.E )OR
<br />Nor= I= aqwItiMtiDa..iTEr [I�IdLI:
<br />TOP A 90170M MOUNTTNOS CAN BE
<br />COIBIIEED IN MY WAY TO SUIT ANY
<br />r KWALlA+TION.
<br />qNllt •
<br />'OI,YlO at
<br />r o
<br />M• ad•
<br />COMPONENTS FOR REGULAR k LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-17
<br />--,SAW (TOTAL ._..10. --_ —__ - '• -.. _- _ .... W (TOTAL MOTH)-.
<br />_...12.100• (EFTLCIRE WIO11Q_.__T.__ ..-..,... I � I
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<br />2
<br />Lsr9e missle impact toad tests were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 171)9.8.3, per ASTM E-330. Test reports prepared by American TeWng
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11M2 witnessed by William
<br />R. Mehner, P.E. Boriz Moroz, P, E. and Henry Hattem, P;E. and (Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespoda, P.E. and Henry Hattem, P.E. Large misalie Impact and cyollc
<br />loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11.23.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. RCM-198 by OC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E. as psrASTM E-B and Tensile Test as
<br />per QC Metallurgical Report No, 1 OKM-11318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />On 24 Gap 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 1004 of the Florida Building Code. Calculatlons prepared by 711teoo,
<br />Inc., dated 12118/10 and 0=7113 (for this revision), signed and sealed by Wafter
<br />A. Tlllit, Jr., P.E.
<br />S. II BILE IMPACT RESIST,KI;
<br />Large missile Impact under&action 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-09 Standard and TAS 201.
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beat Indicated on sheets 3, 9, 10, 11 t
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indiosted on chests 8, 9,10,11,13 thru 1a
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 2111-175.
<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.
<br />1/4. 2/4, 3/4, 4/4. 5/5, 7/S,
<br />Installation shall be performed strictly in awordance with details indicated on
<br />sheets 3 thru S, 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, 15, 18 and 18 of 18, of Produot Evaluation Document
<br />(P.E.D.), drawing Me.20.178.
<br />D,_YATERfAL O:HARACTERRIMC$ AND SPECIFICATIONS:
<br />Shall be strictly in accordance with. General Notes and Components Indicated on
<br />sheet 1 and 2 of 1B. of Product Evaluation Document (P.E.D.), drawing No.
<br />20.175.
<br />Anchor spacMcations shall be as Indicated on sheet 1 of 1 S. of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175-
<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 Tllteco; Inc. and signed and sealed by Waiter A.1111R, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined'on section 1020.2 of the Florida Building Code.
<br />7.3. Product *hall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Welter A. TAR@, Jr., P.E. (Florida License
<br />No. 44167), President of Tllteco• Inc. (Florida CA-M719).
<br />WATILL
<br />oa T(LTRCOA ON RECOROs IPA E. REPORT.20
<br />GALVANObO WMELrORM PANEL t DR+Nr2 B 20.17a 1
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<br />ICITIONS AS APPUCA0W [.
<br />1 /4. 2/4. 3/4. 4/4. 5/5. 7/5.
<br />-'� 1w//o. 2W/10. 3W/10. 4W/10.
<br />5W/10. 6W/11 It 7W/11 e/s
<br />L._..........—_ __ ANCHORS: M ICONCRETE SEE SEE SCHONSEDULE
<br />SNN SEETS S k /___POA
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<br />INSTALLATION ATION DETAILS FOR REGULAR PANELS (1)do 1Ca
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ttm
<br />. REQUIRED raoupw REQUIRED
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<br />ANGERS: FOR CONCRETE SIX SCHEDU , ON SHM 9_-_-
<br />MR WOOD BEE 80:11" ON SHM 12
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