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�itODIiGT,EyAI.UATION REIHOEE'uj(]- 20-U728.0[ 2
<br />PaE11TU["r Ery,[7ATLCIN T1F:POR'P NO. j$7jj 3
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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />2.2. TESTREPORTS:
<br />6. MAT RIAL CHARACTERISTICS AND SPECEICAIMM&
<br />TILLIr TESTING & ENGINEERING COMPANY
<br />-.-- .... _ ..-_-
<br />WAT TRR A. TTLLIT, JR., P.E. tiltecar�ao]'CnmALTZ
<br />N.
<br />Large missile impact and fatssire load testa were performed under Protocols TAS
<br />2D1, 203 as per section 1628 of the FloridaFldBuilding Code. Uniform static loads
<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 />- - . - -- - -- -' --- - -- - -'
<br />RA. TiLT]T, !R, P.E I-17 1* (goo 441.0
<br />PRODUCT )r�yALU�,TjON REPORT �•rh 1,x"t�.N. �EL.T
<br />KL PB. Lb J41A7
<br />71.C,1U.. M,. WP06nY
<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 />RL.C,A. LRWIIe N.3206114
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.176.
<br />PRODUCT EVALUATION
<br />Y� REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727,02
<br />RE., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7._ LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 20-0720.01
<br />0219.01.09, dated March 4, 2000, signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2000.
<br />on sheet 1 of 28, 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, 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate. P.E.
<br />prepared by Tllteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />L"TRUCTURAL ENGINEERING CALL�T1Q�;
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1e20.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Silabal PrA1ftGU M I?rQdulstN, LLC
<br />MANUFACTURER GIOhALPEDtaCNOL[ LLC
<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. 51 Street
<br />products
<br />4800S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prapered by Tilteco, Inc.,
<br />wood frame structures.
<br />Davie, Florida 33314
<br />dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davis, Florida33314
<br />1. PURPOSE OF EVALOATION;
<br />MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation R
<br />Report issued by WaherA. Tilllt, Jr., P.E. (System
<br />Large missile Impact under section 1028 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tiltecw, Inc, (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. T1111t, Jr., R.E. (System
<br />iD # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.8, Method 1 D of the Florida Department of Business and
<br />4.�-WAND LOADS RE;SIUAN,CL
<br />At,+IH1111,rAN,
<br />.a"+YAE�1 A; T/(4"�,6
<br />.,
<br />61P1G20 3, Method10of the Florida Department of Business and
<br />Regulation,
<br />Profasslonal Regulation_
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind3►�
<br />JCENSF ':�s
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />18, 19, 26 and 26 of 28 of Product Evaluation Document drawing No.
<br />--
<br />L 44167 ;
<br />�k?
<br />This product Is being Issued an Evaluatlon Report as described herein, and has
<br />been
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />(P.E.D.),
<br />20-176. Maximum Anchor Spacingshall be as indicated on sheets 8, 9, 10, 11.
<br />-'- x
<br />= * . i'* r'v
<br />' � �
<br />verHled 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 />Florida Building Cade, and to verify that the product is for the purpose Intended
<br />at Wet equivalent to that required by the Code.
<br />14, 15, 17, 16, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />?, �
<br />" 4, * STATE OF sac
<br />- - IV F -- �-'=E�
<br />at least equivalent to that required by the Code.
<br />drawing No. 20.176.'eF
<br />t0R1D ,,..�
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code charge that may affect Its limitations and conditions
<br />S• �T•A�rN;
<br />h�i hS�ON,q F ,,%w
<br />This Product Evaluation Report shall be subject to review and revision to case of
<br />a Building Code change that may affect its limitations and condtions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />LTECO
<br />2. EVIDENCE SUBMITTED;
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document
<br />p Tn ADMON RECORDS 1 P. a, REPORT.2C ( GLOBAL PROTECTION PRODUCTS, LLC i?O GAGE
<br />2. EVIDENCE $U-�M1r.r
<br />2.1. PRODUCT EVALUATION DOCUMENT_(P&•D,L
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEELSTORM PANEMORWG1920.176l REPORTN2D-072&Ot
<br />Drawing No. 20-176. titled N20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tiheco, Inc.; signed and sealed by Welter A_
<br />Indicated an sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />(p,E.D.), drawing No. 20-17B.
<br />2.1A DOCUMENT tP E,D;,);
<br />Drawing No. 20-17d, titled 124 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part O 1Is
<br />Evaluation Report,
<br />rca'p:
<br />�et1E111111� ylip"„�
<br />0.!S [/P
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Welter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteR�Al,+p�"+ /jfris
<br />a+
<br />P• r/�[%y
<br />-e., I I LtCENSF :°'1.
<br />�
<br />.,III.; -I .
<br />a 4\CENSf
<br />Evaluation Report. �0111 t ^,• T Z/ ✓�
<br />I �CENSF•: �? ,l
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<br />,"-�-_� 67
<br />Mo, 441ti7 `.
<br />- #
<br />r- :'441
<br />�,�- * `*;
<br />---- �, �'.'. .Tic .
<br />sac^'•. �C
<br />" � .�- STATE OF , T, L
<br />'"LOR'0
<br />f z TA E OF '+x
<br />Q: .
<br />P '.
<br />treat Suite SOIL Miami, Florida 33166 - Pt)011e: 305 871-1530 Ndd , • N,JID �� `l
<br />6355 N.W. Stith $ ( ) 4rlioyT' "+i
<br />i Q.c' ��4r
<br />y`'"�.,�SSIQNAL Nt�P����
<br />t ` I"
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 3916G - Pbona: 305) 871�i��F�}'c� L R�D��C'�� � I531
<br />( '�+1r,,00 l'
<br />INItoo HtL
<br />NNMIMYIA
<br />w0%�
<br />/IIIIItIIHtT't'
<br />2ENEDOY-JaNi.AWT B 3) IN CASE THAI PRECAST STORE, OR PRECAST CONCRETE PANELS. SLTXCO OR WOOD BOARDS RE FD(INO ON THE
<br />(iL6Lega,JQ_BRBL CAWING WALL, ANCHOR'S SEAL I. BE LONG ENOUGH r0 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />, STORM PANEL SHOWN ON IRIS PRWUCT L'vALWT,ON DOCUMENT NPE.D) HAS BEEN VERIFIED FOR LT)IAPI.IANCr IN ANCHORAGE SHALL BE AS MENTIONED M 8.1) AND IN 9.2).
<br />ACCORDANCE WIIN THE 2020 (7M EDITION) of ME III au DING CODE (,C) 10.-r.0miYlim LN1N. SeEEEIQ.AAM _;I,,,=A Anti
<br />- 1/4•0 TAPCON ANCHORS, AS MANUFACTURED 9Y I.I.W BUILDER, INC
<br />QUADS SNAIL ABOVE COOS, - I14-10 PANEEMATTE FEMALE O ANG PANELMATE PLUS M(:Hon, AS
<br />Ab PER SECTION IbTH
<br />D?
<br />% SOTHE
<br />FORDEVA WIND U By THE Ili RE PN MANWACTURCD WI' ELCO CONSTRUCTION PRODUCTS
<br />A Y W M FOR WNA SPEED AS REOLIRE9 B THE iV16%OICTIGN RNEIK 1NESt SHIfTTERs AI BE n Mtl _ 1/4"1 TAD SCREWS PEP ND.S.
<br />FOR A DIRECTWRAOV FI{TOR Kd-0.e5. USING TSCE 7- toTWO AND SNAL: HMI Eft[AE0 Ilff MAO4UM A.30) 7/16 '4 N 5/6• WFAO BUSHING, AS UISTRBUTED 9Y AI. PONT SCREW, BOLT M SPEOKIY CO
<br />T - DESIGN TNRESSVRE RATINGS INOCA CD ON SHEETS
<br />! i1VRU 11, 14. IS, te, 19 B ?0.
<br />IN ORDER TO ry M N D T' 7- VT RI E ABOVE CONDITION. ill
<br />tlEBY WINO LOADS I>E7l:R11I00 PER
<br />16 E C, IN F I "r M 1/LIM THREADED PENETRATION IN D WCIOO Of TAPCON ANCHORS t I '7' (m EL
<br />CO
<br />) SHALL DC / AND ! E CO PANCIMATE PLUS
<br />DECE
<br />E
<br />BE FIRST REDUCED TO A5,0 0[a1CN WEND ROADS BY MULOPLYING iHEY D7 O 6 A ORDER TU
<br />L AND PAKIMAIi. FEMALE 10
<br />COMP ANE FILM W/ MART (A S.0) DESKEN PRESSURE gA1A1G5 INDICATED ON SHEETS 7 TFIRV 12. tA, 15, t6, IS a 70
<br />C.2) MINIMUM 1NREADED PENETRATION OF LAO SCREW, INTO ME WOOD FRAME LIMIT SH441 BE ' 1/2• 40 THREADED
<br />IN CINDER 70 Y[MFT THAI AK%3 A% ON MIS P E D AS TESTED WRITE NOT SALTY STRESSED, A 33% INCREASE N ALLOWABLL PC%rMl KIN INTO STUCCO SWNi BE CONSIDERED AO PAT Or THE ACQUIRED THREAD7D PENETRATION.
<br />STRESS FOR WINO LOADS WAS NDL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD TVA•, BEEN OETERNINED N
<br />ACCORDANCE WITH N.D.S. 2019, C 3) MINIMUM FOR DISTANCE OF LAG SCREWS. PIT() WOOD SHALL RE AS IMMCATOD IN MIS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND MISTAKE HAS BEEN VERIFIED IN ACCORDANCE WIM SECTION t626 OF
<br />C,,) MINIMUM PE7IETRATION 0/ WORM BUSHING SHALL EK 3,/6' I/,' •�•2p SCREWS USED SAKI. HC I
<br />THE A9WE MENTIONED CODE AS PER RAWMC EN.IN"INK A TESTING INC. REPORTS 96-569, 96-570 a 96-T30 AND /?' LONG MNLKIJM
<br />FEHEVRAFON TESTING EAB INC, REPORTS 12032 M I21a6 . AS PROTOCOLS TAS-701, IAS-202 AND TAS-2o3. SHOULD STUCCO E%,37, AND IN MINIMUM FOR WALLS MTN NO STUCCO
<br />AMENDARKM NEST tA6 OF SOUTH FLORIDA, WFPIXtT I0219 p1 -tl9, AS PER TAS 201, TAS 207 AND C5) IN CASE THAI PRECAST STORE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE MOM ON THE E%ISrPA;
<br />AS WEU., STANDARDS
<br />TAS 703 STAN04 D5.
<br />WALL, ANCHORS SHALL Or LOAD CROUCH TO REACH ME MAIN STRUCTURE BCANO SUCH PµEL&
<br />? AL ALUMINUM EXTRUSIONS TO HE 1,063-rb ALLOY AMC TEMPER. (UNLESS OM[RMS£ NOTED) SEE SHCEI 2 NV>#DRADF SwNI HE AS MENTIONED IN C I). C.2) w C 4)
<br />3 Y All ALUMINUM SHEET OCTAL A' S ll H 1 0 11Y0 G.I)3URCS HALL PAVE OS- AU (G) ANCHORS 4Nll: BE rNSTKILD FOLLOWING AL OF ilN SEC.04MFNDANONS AND SPECFIVIIGN5 OF THE NOIOiI'S MANUFACTURER
<br />P
<br />A ALL SHEET METAL ANFLS L 'I/IY `-iR tt STEEL. ASTM 4-65. GRADE 50 MINIMUM, f.-W0 STEEL SAW. vE a lICn1RAl OILM.I STEEL
<br />B P INfR,S MAY ALSO BE INSTALLEDHORIZONTALLY FOLLOWIN INSt S 11 fN ' J. ,
<br />D INSTALLATION DETAILS HUNK ON %FC CW 3 N(1LC 10 (SHEETS
<br />GALVANIZED STEEL ISWONADON W/fY- 585 Lai (MTFA ROLLED) (
<br />IHNOurM 61 IYCEf•1 THAT 11[AOCRS (f} a* 3HIALE Not M USED
<br />S. Al SCREWS To BE STAINLESS STEEL .NH OR .316 AS1 SERIES OR CORWrSON RESISTANT COATED CARBON STEEL AS PER 9 IT TOLL BE ME RESPOMSIRIEITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE %MUTTON IS TO BE
<br />ON 50014 , 'l 11 1 Y w L W e IY/ 50 Ia YIELD STAFNGi AND 9G A41 TENTIE STRENGD/ R S,ALL COMPLY / I,OH1N eUWI'MG CODE
<br />ATTACHED RA INSURE PROPER ANCHORAGE tH14 SHUTTER SHALL DAIRY BE ATTACHED TO CnNCNFIE. 61OCH ON WOOD FNNIt
<br />" T N AIIl 4 SEE O t !.3
<br />bUl£LNNf75.
<br />4 l i S A- 7 '1 STR S o rw. A iM JO GALVANIZED STEEL. 011 AS, 301 SERIES S ARITL S1F'EI.. Wlnl J6 kN MINIMUM YIEI L. FA S, C
<br />aTRENCIH /0. EACH REGULAR STORK nMEI. r 12 LEKIW$ OVER IWL THEE A GLO4', AS PER SECTIONS 6, 6. W e 10 AND KTEOMERF.S 9W.
<br />R IOW SHEETS 3, 6 12 RESPECTIVELY; SIALI HAVE A INSTRUCTING OW/VER OR
<br />AND READILYHURRICANE
<br />T ANCIVORS TO WALL SMALL BE AS FDLI.(AV TENANT I I PT
<br />'rEAIIIM. TO 4OClIRE. PANELS MM APRL.KA9LL RLIWORCE11ENt OWHNG PEROOS' OF HURRICANE' WARNING
<br />SE 411DI ICANE WARNING
<br />A
<br />() [SL.E)USSI*_.PE6"W_CONGRE7E 11 THE INSTAL"'" CONTIACIO/I IS TO SEAL/CAULK Al SPUTTER
<br />SPUR rtMPONENT! EDGES W40CH REMAIN IN MINTINVOUS OONTACI TWO-
<br />.T/4'4 TMANCHORS AS ANCHOAS MANUFACTURED BT Itw 81AUX.II. ITC (MI„ rr-319? 0...0 TIVE BUILDING TO PREVENt WIND/RAM INTRUSION.
<br />- 1/4' 4 . 7/6" CAL-N-IN ANCHORS, AS MARTUFACTUNED BY DEWKT INC. (MIN ✓c 3000 P.F,,.)
<br />- 1/4"4 . 0' SOLO -SET ANCHORS. AS DISTRIBUTED BY AU ('I"? SCREW, HOLT' a S"CALF, CO 17 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ION-C REGULATIONS
<br />(M,I` I, 3000 P.L) PROVOED BY THE JORF30ORON WHERE PERMIT IS APPLIED TO.
<br />- /1,-10 PANELMAIC "MAU 10 A PAELMATE PLUS ANCHORS, AS MANUFACTURED BY ECO CONSTRUCTDN PRODUCTS. E3, (6) THIS PRODUCT EVALUATION UOCUME:In (RED.)) PREPARED BY THIS ENWNEER OW IS GENERIC MO DOES NOT PRUE IWORMAIIDN
<br />(MIN D`-'33% P-0 FINE A PROJCCT.
<br />Trt SPECIFIC ,.. WHERE TIRE SITE CONUMONS D(WTE FROM THE P.ED
<br />- 1/4"4 rr TA -DRIP ACTORS, AS MANUFACIVREO BY IR(1-FAST CORPORATION (t'c _1600 as.t.)
<br />ILI) CONTRACTOR TO 0E RZV'ON"a FOR THE SELECTION, PURE'EASE AND INSIAU.ATION INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />A,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POUND CONCRETE SHALL. OE 1 1/4-: 7• FOR PANELWRT FEWAt BASED ON THIS P4.0, PROVIDED HE/SIPS DOS NOT OFMAIT FROM THE CONDITIONS OCTALED ON THIS DDCUMENT
<br />IO AIVD PANCWLTE PLUS AND 1 i/4- FOR CF TA -DRIP ANCHORS. CONSTRUCTION SAFETY AT SRE 6 THE CONTRACTOR'S RESPONSW ITY
<br />A2) CALK -IN Al SOLID SET ANCHM6 SHALL BE EARLO)EO I/I' INFO ME POURED COFCAVE, NO EMBEDMENT INTO W INS PRODUCT VALUATION DOCUMENT WILL BE WNSIDERED INVALA) IF WODIF•ED
<br />S UtCO SHALL BE PERMITTED 1/4- 4-20 SCREWS USED SMALL HE I 1/2• LONG MINIMUM SHOULD STUCCO EXIST,
<br />NO 1^ MRRMUM FOR WALLS FWnI No STU(XO. MTU MAY 9F HEADED SCREWS OR AIJ. rHREA= SCREM,S W/C HEAD. Id) SHE. SP'ECIR: FROXCIS 1MAIt BE PREPARED BY A F40MDA REGISTERED ENGINEER OR ARCHITECT WHICH Will PECOME 94
<br />faT WITH WING RUTS ENGINEER or RECORD (E ON.) FOR THE PROJECT AND WHO WILL at RESPONSIOUE FOR tNE
<br />P40KR USE OF THE PED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGNEER TO nit
<br />A 3) IN CASE THAT PRECAST STORE, PRE'C"' CONCRETE PANEL& PAVERS. STUCCO OR wow SOMIDS BE FOUND ON MF P E.D ENGINEER, SMALL SUBMIT TO THIS LATTER THE $in SPECKLE DRAWINGS FOR REVIEW
<br />EXISTING WALL OR FLOOR. ANCHORS ShALI BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ""OWE TWL BE AS WJP04ED IN A1) Mo IN A2) (4) THIS RED, SHALL BEAR THE DATE AND OR101NAL SEA AND SIGNATURE O THE PR0f =NAL
<br />EN61NM Or RECORD RIOT rREPARM T.
<br />(H) ID Iv1��Nraort-D,DEY_ ..iEN. gDJ C-9D. 14 SHUTTER MAN FACTURERHALL 'S LABEL SBE LOCATED ON A READILY MSRAE ROrATNII AT STORM
<br />- 1/4. 4 TAPOON ANCHORS AS MANUFACTURED BI I, I. II BULOfY, INC
<br />PAWL SHUTTER IN ACCORDANCE WITH SECTION 17099.1 OF FLORIDA BUILDING ONIC ONE LAND.
<br />- 1/4, 4 , 7/4' CALK -IN ANC310RS, AS MANVIAGTURED 0Y DCWALI INC. (MINA ✓-ISOO tl ,., SNAI. RE PLA;EO FOR EVERY OPENW.'. LABEIMG TO COMPL• MIN SECTION t"Il2 OF THE
<br />- 1/44 IT 3/4- SOLED -SET ANCHCIS, AS DISTROUEED BY ALA POW SCREW, DOE? • SPECALn CD. rLORIDA 3ULOP,G CODE
<br />(MIN. -law P...,.) INNS DPAWM0 SHALL ONLY BE USED M
<br />II.-law
<br />PANELMATE FEMAi ID AND PANILMATE PLUS ANCHORS, AS MANUFACTURED BIT ELC'D CONAt
<br />1111111 DBIAIII PERMITS N THE. STATE OF Rg6AA
<br />PROUDCFt (MIN. I'c-2071 P.,) ....0 M
<br />- I/, 4 CF' TAP -GRIP ANCHORS- AS MANUFACTURED W rRU-FAST CORPORATION +P�•`R A T
<br />...,, ••'''
<br />D I) MNIMVM EMBEDMENT DI TACOM ANCHORS, ELCO PANELMATES AND Cf IAA -GRIP ANCHOR, INTO INE .C.A.,'' FLORIDA BUILDING CODE (Nigh Veloci Hurrl0on9 Zone
<br />Him* OMIT SH,NU HE I 1/.'... 42oto MIM - 20 GAGE GALVANIZED STEEL S7
<br />_____CALK- INFOOLED
<br />STVCCO SHALL RE PERMITTED '/4' 0-20 SCREWS USED SHALL BE I t/2' LORD MINIMUM 1.n O - '.... / -.-,__ _ PT/I4/pp
<br />�.�- '�`' _- 1 GLOBAL PROTECTION PRODUCTS, U.C._arc:
<br />EAST. Mo I" MNIAAJII FOR WALLS LATH NO STUCCOL / _
<br />�rnr of _
<br />4m %R 51 Snerr
<br />Kc'•, OR 0, ..' ' ., O RMti � n 1e EPEANr TH6, it i3t(OU)w-/m* 20-176
<br />ua.'i uI•I uMrfP.n
<br />- Tar OR,MNO H„
<br />s's/
<br />IEAIL/9._a+AIVRI/IMn oA-om ".
<br />AA,A'O E RALi[A A lI1dR MC T
<br />Y. eNN, I p ]e
<br />-_-
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1")
<br />_ _ .11 .....T5196' (TOTAL WIDTH) ..._ ._._ _ , ..__...... .... _ _.15 Te6• (TOTAL WIDTH) ... ... .-. -.
<br />., 12.S00• (E:✓ECTW WWtN? - - - -._____ _ ,.250" __ -
<br />y .,.---- —1.3,50• - 1' • -, ./A • SO4• / .-...1,J40'
<br />6 / 4
<br />1 OOJe' WN. THICK I.35D• "'*
<br />_ ,300
<br />.' - - 04WNRCD JREL r
<br />•,-
<br />' f i I�' I - AST/ A-603 f 1y y,UY
<br />/� _ 7• 1?0003e• MM. M.L fEAlAKO , If 2.667• GRADE S0 1«IRM EMMLp. •, T_
<br />/ ) I t 2.66 GAWAN12E0 57£EL EDGET,/ ) `L7 4-60 OAIY, EpGE
<br />2.1' . Sr TYP ASTM A-051 2. 1 i , TYP.
<br />7 AC • `r:
<br />jj�� HEMMED
<br />'PN wEMMEU
<br />//f /� 7
<br />_ �, E,WpT'. yp FNFAyIRT DCFATL A_J Y ... - .. ... e£TAII A�
<br />e
<br />EDGE YL EDGE
<br />-E ' \ m OALV y'
<br />f.1g.TYL A N,'y�� •mr
<br />' � ,l� I: Ae.e' L�7AlE A 5' /e.6'
<br />111 -_ ___--... _...__.�"'^•''-''-'f _1
<br />- ._ 6.2w .. .... . _:
<br />STORM PANEL 0 END STORM PANEL
<br />-1-.-2107•. ._-
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<br />FLORIDA BUILDING CODE (Nrah Vata
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<br />TEST REPORTS•
<br />2HZ�
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />e ofthe section 1 09 1.2 of he Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Teat reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mahner. P.E.. Bartz Moroz, RE. and Henry Hattem, P.E. and Report No.
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edmunds
<br />Largess pad a, P.E. and Henry Hattem, P. E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1 B09.1.2 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 Juno E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No, IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jactofano, P.E. as per ASTM E-8.
<br />'j„�,�TRUCTURAL19yGIiCAL Li(I.ATKM,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. 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 1604 of the Florida Building Code. Calculations prepared by Tilteoo,
<br />Inc,, dated 12/10/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 71111t, Jr., P.E.
<br />3r"M ISILE IMPACT RESISTANCE,;
<br />Large missile Impact under section 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12.99 Standard and TAS 201.
<br />4. W( NOD LOAN 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 sheets 5, 9, 10,11,13 thru 1e
<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 />S. INSTALLATION: N`
<br />Installation shall be performed strictly in accordance with details it
<br />sheets 3 thru 8, 12 thru 18 of 10. of Product Evaluation Docume
<br />drawin -1 g No 20 75, Minimum separation to glass shall be as it
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation
<br />(P.E.D.), drawing No_ 20.175. •
<br />S,.MATERIAL SMAE3ACTPj STICSAND SPECIFI(�AT10N
<br />Shall be TstrtciJy in accordance with General Notes and Components 1
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drli
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of
<br />Evaluation Document (P.E.D.), drawing No. 20-173.
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<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 TlBeco, Inc. and signed and sealed by Walter A. 711111, 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 Walter A. Tlfilt, Jr., P.E. (Florida License
<br />No. 44187), President of Tlkeco. Inc. (Florida CA-0006719).
<br />WATILL
<br />Da TILTECO ADMON RECOR00 ) P, E. REPORT.20 L
<br />GALVANIZED STEEL STORM PANEL t DRWG R 20-176 L RI
<br />1/4, 2/4. 3/4, 4/4. 5/5. 7/5.
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<br />3' MO _ ANCHORS: FOR CONCRETE SEE SCNEWLE ON SNL'ETS a ! 9 J• IMR.-
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<br />INSTALLATION DETAILS FOR REGULAR PANELS) a CIA END CLOSURES DETALS FOR INSTALLATION IN POURED 99MMU
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