|
I T' I - v - IL
<br />PIWOUCTEVALUATI REPO
<br />REPORT NO.: 204728.01
<br />DAkTE:
<br />'July26,2020
<br />PRODUCT CATEGORY- Shutions
<br />Pkotfucrauw ftrm Panels
<br />PROWWNAMEt 24 0AQC- GALVANIZEDSTEEL STORM PANEL
<br />MANOFACTUREA:
<br />8000 51 Street
<br />00�ft Flon&333114
<br />1.'PUfZPQSEL0FgVALUAJIQ
<br />Thlits it, ID'PrOduct Eveltaitkin RAportisoilled by Walter A, 11111t, jr.i P.E. t
<br />(Sys drh
<br />lb # 1906) to the Global Protaction Products, LLC, Rule Citapter No� ,
<br />61 G20-3, Method 16 91 the Florida Department of Business and
<br />Prallessional R"Watfon.
<br />This produet is being Issued -an Evaluatiion Re Ott as described heroirt, and he-$
<br />.p
<br />been velfflod: for compliance in accordance with the!2020 Seventh Edition of the
<br />ended
<br />Florida Building Code, and to vorify thafthe prootictis,ftir the purpose ht
<br />Of4pasta,qw1vale thatte
<br />I - MAO quimd by the Codo�
<br />This Product Evaluation Report, shall be subject to review and revist InLo of
<br />a Buildiiho Code change that may affect,tts limitations and conditions 61) 'Ase
<br />1, E19ftNCE SUBMITTED;
<br />k 44107
<br />N REPO= No. 2"728m
<br />2J_TWTMPORT5,;
<br />Large missile Impactandfatigue load lastswereverfarmad under-Prot000ls-TAS
<br />201, 20.aat, por.sectloh JL626L Of th#Floifda BuIldin
<br />_O'Code. Unftrm stolc� loads
<br />TA
<br />asper, -S202Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 daled 0810911996, #90-5,70 daled 09111311996,
<br />2126d9ted I O/M/1998 Witnessed by Gilbert Dlerriorld, P.E. and Report No.
<br />0219.01-00, dated March 4,2009, signedand seated J�y Edmundol Largaospada,
<br />F�E- arid HenryHottern, P.E.
<br />Tonsile teq
<br />_t report NO. 9CMA97 by QC Metallurgical, trip., dated March IS, 2009,
<br />signed and sealed by Frank Grate, P.E,
<br />2J_ST_RUCTURA "I E INEERINGDA =LATIONS.,
<br />On 20 Gage GalvaWm6d Steel Storm Panel for maximum parial length vs. design
<br />wind lQaCL _as Well 2SL MXIMUM ariChor'Spacing V$.,dosilgn wind load and panel
<br />'length based on rallonal and oornppraWoo analyplis, and In accordance with
<br />section WO of the Florida Building Code. Calculations prepapied by THloco, Iric.,
<br />dated 11101=8 and 03112115, signed and sealed by Walter A.,Tlflkl Jr., P.t..
<br />MISSILE IMPAQT RES-LOTAN E;
<br />Irn& Offin
<br />Large missile Impact under soGtion o f2forida Building Coda, as per
<br />TAS401 Protocol.
<br />4. MDL - ML
<br />, OAD$
<br />-
<br />2,0 GAge Galvanized Sleet $tbrim Panel has been verified to sustaln,*Ind
<br />net IIsnglth,ShaI[ b
<br />pressurtis. M"mum pa as Indicated on sheets, %10,14,1$,
<br />fS, 19, 25 and 26 of 26 (if Product Evaluation DoWment (P.E.Q.), drewift No,
<br />14,16,17,L, 10, 10,20 26 and 26of 26,�of Product EvaluationDowment(P-E,D),
<br />204176. Maximum Anchor $pacing shalt be as indicated on sheets 8, 9, 10, 11,
<br />dmv4ng No. 20-178.
<br />5. INSTALWIOW
<br />Instaflotiun shall be performed strictly in accordan1cd with, details indippitodf,on
<br />sheets, 3 thru 7. 10 thry 20, 23. Urand,26of �6. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation toglass shall be as
<br />indicated on sheets 8,14,16,26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawlinA No, 20-IT&
<br />emu, N=-,
<br />3,3) IN CASE THAT PWXAW SM*. OR= OR WOOI) BOARDS BE FOUND ON THE
<br />.XON.C11.11EPP�W115
<br />COSTING` WALL. ANCHORS SK4L BE ON = STRUCTURE BEHIND SUCH CAN",
<br />1� STORM PMFLSH(M ON PRODUCT mums nocuken tpxq ws mm vERm FOR comptiANcE IN
<br />tftrk)
<br />MCHORAGE %Kki BE AS MENTKIRMIN 9.1) AND IN 6.9),
<br />ACCORDANCIE WTH THE 2WO 0! ORTHRaORM BUXD1N* CODF_
<br />DES" WIND LOAM 5110a BE OMF"NM AS PER SECTION ifin OF THE ABOVE MENTXR(W CWF�
<br />fm()RR THM SWJMRS WU. BE INSTALLED AND
<br />1/4 "*Oft AS NA?WFAMftD BY fl.W. BUJM. W_
<br />#14-10 P""KTE FOP" IOAM FAMA47E PLUS ANWOFC5, AS MANUFACTURED 8C ELCO CONSTRUCRUIN PRODUCTS,
<br />026 =;=W*SF1W!L80Y;W Ma SMALL Nw a= rdE WMI&LIA ("xL)
<br />DIESION PRESSURE RAXINCS INVICATED ON SHEETS 7 THRU 1Z 16. 15. lk 12 & 20.
<br />Sm" M H.U.S.
<br />W WWO ERISHM, A& DIVrineutm or ALL Paw SOFEW, SaT sp=w xf W.
<br />OWTION, ULTIMATE DMON W040 1.0" DETERMINED POT ASCE 7-16
<br />BE T"eu BY 0-:6 IN ORDER! TO
<br />�=."O
<br />4) INFO WOOD OF TAPCON ANCtIONS SHALL BE I Ilie AND 2* MR GCQ PARElk0t PLUS
<br />comi-�W THESE #1 W, "zf ON SHEETS 7 THOU 17. 14, 15. 16, IS 20,
<br />W ORDER'M VMFY lKkT ANU40M ON TfW PEM AS TESTED VTERV WCY ORR SMV.SSED, A SSX WMEASE W &JOITAKE
<br />C,2; MINIMUM TH;W400 Poemrom OF LAD M THE WOOD FKWE UNIT SHMi ft 1/2'. W T1*EAOED
<br />C OMMIN
<br />pmmmw INTO srucoo SKALL BE AS PART OF THE REQUIRED THREADM PMMT[OW
<br />STRESS MR WIND LOADS WAS USED 49 THEIR ANALYSIS. fAS"M SPAC#4 To WOO MAS WEN oEnmowo IN
<br />fiRL
<br />ACCORDANCE WM N.D.S. 2011.
<br />C1) JWWWU ZOM ft'TANM OF LJ* SCRERE, INTO WOOD 24OU K AS WOOTED IN " ORAMNO
<br />67ORM PAMIX'S AMOUACY fug Imfl*a AND WIND ReSISTAMM HAS BEEN VMW IN A". ONCE Wn SECTION 1620 of
<br />THE AEOlk MWXNEO OOK-M PER HUMCME; 0400MM & TEMR& JW, REPORtS Ot-MR. 96-574 & 95-M AND
<br />C,4) MINIMUM PEWWTWN OF WOO SUSAW SIMEL BE 511r, 1/r p-M SCRM USED SKkk Sir 1 112* LONO MtNWrVM
<br />FMSTRATRIN IMINO LOS WC�, REFORM #2032 & #2126 � AS PROTOOMS TAS-201, TAS-202 AND TAS-205.
<br />$HOULD STUCCO OOST, AND i'OINIMUM FOR *A" *1TH M STUECO�
<br />AS WELL AS AMUMM TEST LAO Or SOM fiARIDA REPORT 0219MI -00, AS PER TA�S 2DI, 1146 202 AND
<br />us 203 STANDARDS.
<br />C,-4) 04 ME "T PRECAW CONCRETE PANCLS, S=OD ON WOOD SOMIDS BE FOUND, ON TK 00SM4
<br />2- ALL ALUMINUM WRUSIONS TO K BOGS-" ALLOY AND TEWM (UNLESS of WEIE N=)� SEE SHEV 2
<br />XOP&
<br />L e=W
<br />*44 AIKMRS ST WIAOR TK MAIN STRUCTURE avow SUCH PANDISL
<br />MMOWE *WL, BE AS OW0401 IN CI), 0) & f 4)
<br />I ALL PLUNINDM SHMT OM USED AT CLOSUM S14AL WE NOS-14$4 ALLM,
<br />I[D) ANCHORS SHALL 9C O&TALUD POU.M4 ALL Or ?HE A)* SPS011FICAWNS Of 'THE ANCHOR'S MAWAMM.
<br />A ALL STEEL SKET METAL PM06S SI-KU "r. STRUCTURAL QUQM STEEL, #VM A-653 OP40E 50 WaMUU. DFA
<br />IDALVANM STM DESIONATION WIrY 56.5 W WTER RWM.
<br />8, PMELS MAY ALSO BE PWAU AX HOWUNIMLY FOUOWM OWAUATION DETAILS SHOW ON =rON 3 114MJCN 10 (gem 4
<br />1HROUQ14 4) DMEPT TW HEADERS & (1) SHALL NOT BE USEU,
<br />$ ALL SCRM 10 BE STAINUMS WEEL 304 OR 316 AISI SVUES OR CORROSEN ReSWANT CWED CARBON SM AS PER
<br />50 . MD STRE
<br />ERGIH ANO 0 W TENSILE W104N A; SIOLL COMPLY W/ R.M1 UAW4 CODE
<br />9, a SKkL K WMFY THE IMNCM OFf)TK SPRUCTM WW-Rf SHUTTER IS BE
<br />�14�
<br />=To ONLY WNCAM WCK OR *000 FRAMETO
<br />NED
<br />6, BOLTS TO BE ASTM A-3W OALVANMED SMa. W AW %V* SISOM STAIKM STEEL. X k9 WMUW'V?W
<br />STRENCM
<br />$0, D" AM" STORM PANEL VON Lrm%TW. OVER 8'-B THROUGH W-c' AS PER SECTIONS 6, S. 9 & 10 AND ALIMMTIVES SW�
<br />I ANCHORS TO WALL MV1 K AS FOLLOWS
<br />9W & TOW ON SHEETS *, 6 * 12 RESPECIINELY.- SHALL RANE A LVOISUE AND RE4DILr YOU MARMW IMSFRWM4G OWNER OR
<br />TENANT TO SECURE PANELS WITH APPLICA11LE REINFORCEMENT "M "M OF HURRICANE WARPEOr,
<br />tA)
<br />V-010-TAPOON ANCHORS, 4 WNUFACtURIV er tr^ EUVILDEX, INC (Mi,�, r-34" Pxl)
<br />I I THE QWX"FON CONRIAC3" IS V WWK "Mill IN COMM" OQWM "T"
<br />ALL SI'"R OqMP~ MF
<br />YK MAD= To Pavou WkNol"N
<br />/4* 0 CALX-94 ANCHM AS 9"FACtURED BY OE"T OC. (MAR, I'Z13AW P�04.)
<br />ANCHORS. AS 0WROM Or ALL POW SERM, SOLT & WMALrY CO,
<br />1Z STORM PANEL INSTAUATION SHALI COMPLY WRM SPECS #401CATED IN TKS DRAWING PLUS ANY OUILDIPG AND ZON94G RODUIATONS
<br />rewww 9�-L)
<br />PROMW Ur TW JUMM"ON WERE PERMIT IS APPLIED TO,
<br />f(IA"-to PANELMATE nUN.4 1) & PANUIATE PLUS ANCHM, AS NMUFACTURW BY 0= CO&WRVCTON PRODUCTS
<br />MIN. r
<br />IS, (4) THIS PROPUCT EVALUATION O0CWWNT PRLPARW Of 1W ENOWEER IS OMEM MO OM NOT PRVADE WFORMA'"Ok
<br />1/4'* Cr 0-4 MANUFACTUFNED IN W-FAST CORPORATION (V..300 q..L)
<br />VW A Sn SPECIft PRO&M, I,. VNISK JW WE OWUMONS DEIRTFS TRW THIS p�iED�
<br />A I) MINIMOU UABWWM OF TAPCON MMR)RS WM POUAM CONORM SHALL BE I 41�V� 2' FOR PAINEALMAX rVAqIE
<br />E
<br />(b) CONTRAVOR TO K RESPORMW M TH SEXOTION. PUROIWE AIM WAUAT40 944t"" tft,WM OF THIS FAOWU
<br />BASED ON TNts PZ0, MmEo HV%W DOES No OVATE FROM Im CONDITIONS VETWED ON THis DOCUMENT
<br />io AW PANUMTE PUA AM 1 1/4' fM CF TAP-ORP ANWORS.
<br />045MUCTION SAF51V AT SITE 12 THE CONTRWIDIVS RESPONSRILITY,
<br />AS) 0ALK-W & SOUD-W ANCHORS WAU W IMSEDDED 7/8' WPD TH PWRED CONCRETE No EMBEDMIENT 000
<br />(p) TAM PRODUCT EYK�MQN DOCOMEINT VOLL BE 601054PERED WYALP IF kminw,
<br />STUCCO SHALL Be P8WTTW_ t/4' 0-20 SCRM USED SNALI. BE IE 1/2- LONG MOWUM SHOULD SNEw MST�
<br />NO I;rVW V
<br />BUT " 'A�§V(S WITH *0 STUDIED. MO MAir BE HEADED SMVS OR ALL THWEAM SCROWW/O 11FAU.
<br />18) SITE SPWIM PN%RVS SHALL BE PREPARED By A fXVRTIA RECUTTERM ENQWM OR ARWITECT WWH "Ll. TIECOMIE -THE
<br />t"Mkor RE.M mox&ag PROTECT AND '" '"LL BE W.PONSIOM
<br />OF THE P.E_O. 'N'
<br />AS) IN CASE THAT PREICAST STOW PRECAST CONDFIETE PAMS, PA%19M STUCED OR WOW BOWS BE FOUND ON THE
<br />P.E.D� NGOM. Slikk SUBM" TO W1AMtWA�jE='W.E=%.O
<br />DMING WALL OR FLOOR, ANCHORS SWIL BE LORD WORM TO WON THE " STOXTURE WOO SUCH
<br />PAND.O WATRA" %*1 13E AS MENTIONED IN At) AND W &2).
<br />THE DATE MO OW14AL SM AM SIOWTURE OF THE PROFESSION&
<br />=:WCFS%1CXU`reAT
<br />PREPARED IT.
<br />4141APDON ANCHOR$ AS MANUFAMYM W 1. Y. W� aIALDEX INC,
<br />'J'/7 MCHORS, AS WAWWAOTURED Wr DEWALT' RICL (MR, e-1500,
<br />14 WW' MMUFAMRMS LAM SML,K LOCATED ON A RWILY iASOM lOCATKW,AY STORM
<br />PMEL IN ACCORDANCE MYH SECMN 1799-2.3 OF FLORW BUIUDW CODE. OW LABEL
<br />4�8=_EW P.�P.)
<br />t/4-0 y
<br />9 ANCHORS. AS OISRMWrW By ALL POW SCREW, 80vt & SPMOLTY CC
<br />tS
<br />I'M
<br />SHALL ED FOR EVERY OPENING. L494M M COMPLY WITH SECTION 11095.2 OF THE
<br />FLORIDA SUILDINIT CODE.
<br />WO P-.1)
<br />VANUMAlt FEWa 10 AND PAMELMATE PLUS ANCHOPS. AS MAWFAMRO BY am CWSMUERM
<br />-2071 p1til) OS%Z.
<br />"00"40144 ME
<br />cis (MIN. I't %
<br />VF TAP-GMP M11COORS, AS MAOUPA"W BY TAU -FAST CORPOMnOR �1 k A 1 7,#
<br />8-1) �tMU4 EMBOW00 OF TAPCON MCHOW. 10.00 PAMMATES MO OF TAP --GRIP AN04M WTO THEE
<br />FLORIDA #UILDIWO CODE 099h Velpeltr Hurdca
<br />BLOCK UW "LL BE 1 4/4%
<br />010.4
<br />Q= umm W_
<br />20 WE SAWANIZED SIM smm PANEL
<br />1142) CALX�W Ar SOIAD�SET ANCHORS SHALL BE EmBEEM 71V KID THE CQWKIE BLOCK UW
<br />157 1 1-
<br />WIT STUCCO.SiW4 OF PERWITTW 1/4' 0-20 SEREWS USED S84L BE 1 1/2- tONC, MINN,
<br />EIM. AND I MOO" MR WAI.44S W SIUCC-0
<br /><471
<br />101LOUL PROTWTICIIN PRODUaS. 1.14.1
<br />IN UVIAM QUA114 EMW&ULAR PAYELSO) dA
<br />ltjTt% rvieTuitt_ oinitorn ir�nmi-ortr ria r%AbJ^orrr cithFiv evist#.-Irijore
<br />ou" OUT im an
<br />AUTRNATE OUILQ OUT MOUSMQ
<br />Waif
<br />E.D. EDGE DISMM
<br />(SEE SCHEDULE ON
<br />Nam mcomamm M
<br />TOP & 8017W MOUNTRIGS CAN BE
<br />ANY WAY TO SUIT AW
<br />FLORIDA BUUIWG CODE (INTab V61oallh, I
<br />L MAT—EMAL mp
<br />Shall'bcatflo, accordance withAoneral,
<br />- y'ln L: f:Zb, of Pro�Ud' Notes�and,�Compori",Ihdtc�ted'on
<br />sheaf 1, 2 and'2 a tval L Doml
<br />2 pation Mont (P.ED.), drAwlitiq
<br />N*�,20174. Arch6rLspecifications that[ be " indicated on 0oetS1, 7 and 21 lot
<br />26, of Product EVatuatioln Doovmw�it (P, E,D.)., drawing Nix, 20-170,
<br />7- LIMITATIONS AND CONDITIONS OF
<br />7A..$hall t4,-std,cUy,in..compffancewithOworal,Notes NO� 1, athro 14, Indicated
<br />an sheet I af213, aa,welf as -General, Notda# i ifiru 4�arld I I thru 16, indic0ad'
<br />on sheet 21 of 26 of Product Evaluation Docume
<br />. nt (P.E. 0.), drawing No. 206170
<br />prepared byltIltecoi Inci and s1binediand sealed by WalterA.
<br />72., Product May 46 f4stafled withinHIGH vaLoiClTY_HL1AR1CANEZONF�va
<br />defined on sectlon 1,020.2 of the FWds Building Code.
<br />-to
<br />7,;3,Ptoduo�,shallontype.Instp). ]rItEipaq
<br />d 100,norettoorictato- block, and
<br />wood fram"ructulies.'
<br />Product Evaluation Report, prepared by WalterA Tilllt� Jr., P. tid Ll
<br />I� No a pariso
<br />No. 441 V); President of Tilisoo, tFlorlda E-,LbOW
<br />TI—LFECO
<br />-TILLIT TESTING A ENSINNEW11118 COM
<br />PANY
<br />- — *
<br />5iffiRl. TXLI
<br />T-RDDUCT EYAUATION REkM
<br />R15PPRT N[0;-�
<br />204727.02
<br />DATE: July 27,2020
<br />PRODUCT CAMOORrL
<br />Shutters
<br />PRCOUCT SUR-CATEGORY: Storm Panels
<br />PROD
<br />OCT NAVIE4 24 GAGE � GALVANIZED -STEEL STORM
<br />PAN&
<br />IKAAUFACTURER:� Glabet F! Wduca-=
<br />M"
<br />f, 5 21M 11
<br />SW,15�tstr,"t
<br />Davio, Florida 33914
<br />1. PURPOSE OF,AVALUATIQN1,
<br />Is
<br />ID 1906) to I , he Global Protectfon Products, LLC, Rule Chapter No.
<br />GIZ2(1-3; Method ID vIf the Florida Department of Bustness andf
<br />professional Rogulation.
<br />Thla pro44qt Wboing iss an Eval lon Repo! as dysGnWed heroin, and has,
<br />�uod List
<br />been verified lbir compliance In accordance with the 2020 Seventh Edition of the
<br />Bull and _fOLVelify the product Is for the ptirpose in Wed
<br />I ft to
<br />11181119-�t �ttii
<br />Florida
<br />eqo atrisquiredb theCoft
<br />1 y-
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a - its linnitaittions, and oppiditions
<br />Building Ocide -change lbat may affect
<br />2. EWDENCE SUBMITTED:
<br />Jr., P.E.;
<br />A
<br />635_511.W_�ft &met, 6fiiite 105, MWIDE1, Floxida 33166 - PbOne- (X5) 971.1
<br />167
<br />COMP-090-M FOR REOULAR & LIFE SAEM 90-RM PANELS
<br />ISCALE: 1/2-1-)
<br />__IS_IW (TOTAL
<br />(UFMIK
<br />1 ------6 i/,V—
<br />Q.03C AW. B#CK
<br />__6 MYNOW ISM
<br />ASTV A-W
<br />t�ll I - Ilk THIM
<br />Obu "EMAIER--v,
<br />2157'
<br />CALVAN20 STEEL sm , / )e
<br />2.CW 6" 2.0
<br />:>, , ,. Ty WED
<br />NED AM A KTAJL AJ
<br />OMM'So WOAIM EW OCIAIL Aj
<br />0-00 GAU11 1�0-1
<br />480 A 31 45.V
<br />I
<br />----------------- ------
<br />STORM EM M -STORM P"EL
<br />Z I svr*-
<br />PAqQ is aw LP l2s*
<br />20.
<br />!9VIL %fosmtn
<br />'100, f-IS Sm mm S�S. Sm .750
<br />,2 5
<br />42 11r
<br />*OW i I_ i
<br />INS,
<br />MW SW
<br />093"
<br />Pa
<br />3
<br />LI;*V_
<br />, I
<br />30,
<br />ISOMIETRU! A
<br />MEW RIL ZOW-4
<br />ROUNDED CORNER 0 ENDS -OF PAM*S
<br />M e.
<br />END III. W/ KDAMD EOCE.
<br />(N.TS) -ho ti *U-w HUM ANWA (R AN= Ifflni STUD AME WITH
<br />r
<br />WEE
<br />i t/14 2/14 .14� 3W OW
<br />CODE .7W
<br />as-n 25-
<br />SU 3" SERIES
<br />rwro 10
<br />Sir 11A
<br />Awe 11 i/,� 0A
<br />IVI . k i
<br />flu
<br />L I I oar
<br />.857"
<br />PMW PAM 04RUP L
<br />XIEY H= WASHER two
<br />r-.C)83:
<br />x 9 aX *C DAM UM KEED
<br />W4 WITH SW
<br />__yw IF tow
<br />'&Irzvoo�
<br />-�z
<br />lZi.
<br />1 1
<br />.5w .44167
<br />r FLORIDA BUILDING CODE j(W It Viftc:lty cam Z"*)
<br />i I �� I .=,fWq:L Of "i VAI W_
<br />"A9 O.P
<br />WMNUt 20 #A0E 0ALVANIM STEEL STDOW PANEL
<br />0
<br />(9 ax tip"
<br />&Ak Al PAN 11LIEC07 M001 PWMCnON PWWM LLC.
<br />,.4 4W ". 51 SMW
<br />ALYSOWNEIx, M WW Wx */OUT : rw4c M W" 20-176
<br />AWMINUIL AN MWLIW W$HM W/ A"PWL
<br />Wa4w (SWUM WN M 9.
<br />On 00 MOM KATO 37ttp M
<br />Vic
<br />CDNCRM ANCIM
<br />(M SWW" ON -
<br />WAUA Mliff
<br />%WS a vISIVOK 9)
<br />NEW I' VIDE VAIIAES 1/8'
<br />-6"Tm STUCCO/
<br />NEW WOE . VARIES
<br />1/6'
<br />ALUM. TUBE an 1* . VAM
<br />1_"I
<br />"Sir
<br />ON
<br />9)
<br />_J
<br />lie
<br />(D
<br />U E-Arm
<br />WE
<br />MWAND g
<br />won
<br />-4 �Qwla;MWQ444 I - -1 -
<br />i
<br />Ala.
<br />I BE
<br />ANY
<br />L
<br />20 rA% WANMM
<br />SIM STORM PANEL
<br />20-176
<br />Lat)96,ft1iSsfk3 ImpgotioadIetts womperfbirmed tinder SST13.12.9
<br />1600.j.2ofthef:l' _Q,4faif0srd as
<br />per sentolti orlida Building
<br />I , Code� 11.1hifortri.static,loads,43sper
<br />Section 7D9,8.3,0rASTME-33Q. Tostroports prepared byAmorilcan Testing
<br />#Lt), -11 IL(02 Wifnessed by WIllism
<br />Lab of South Florida, Ropoq 8,14. 01-01 44IIsd�03
<br />k� Mohnip rid
<br />r, P E', BQrIz Moro an (�q Art .6.
<br />, z, P.E. a HenryHtttarr, E d N
<br />_09 p
<br />0219.01 , , d�jd February 25, -2009, signed and seated by Edmundo
<br />Largeaspada, RE. and Henry Hattem,.P.E. Large. missilo impact and*Ilc
<br />loadings per Protocols TASr201 & 203 as pot ae,6tion"I 800.1.2 of the Florida
<br />Building Code, Test Ropoetpreparedby'Amerlopin Tostifig Labbf South Florida,
<br />Report No, 11,2�-.
<br />1 01-% dated November23,2010, signed and sealed by Julio E.
<br />Gonzalez� P.E.
<br />r
<br />Tensile tea To Nm SCM-1" isy W- MetolUrgleal, Inc., dated,Match 1%-2000
<br />I � � pod,
<br />War6d-4ad sealed
<br />'per QC Metallurgical Report No, I OKM-I 31 Dacelinber 1, 2010signed
<br />and "Wed by JerryJadofanqP.E. as I per ASTM -E-8-.
<br />2A 11MCIL" KGIKE%NG!9r QLAVOrNS.
<br />0 L
<br />n 24 Gage Galvanized Steel Storm Panel for makmum panel ten vs, design
<br />gth
<br />wind load, as well as maximium arIchortpacing vs� design *nd load'and panol
<br />lengfh based on rationalanTILLoorriparalVe analysis, and imaccardando with
<br />IsectiOn 1604 of th Itaco,
<br />o'FlorldaBuildingCode. P-oloulationsprepared
<br />0MI/I (for
<br />Sion), signed wW sealed byWafter
<br />Inc., dated -12116110 and r,*vJ
<br />a thiaL
<br />A 71111t Jr., P.E.
<br />3..ML4§ILE'IMM-QT RESIV
<br />_
<br />bargeimilaisite, impact LTAWSIscliOh 1409.1,2 of theflorlda Building, Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4� WND LOAD& RESISTANCE
<br />24: Gag* GAIvarTlized Steel Storm Pano) haF been verlffe4 to Sustain wind
<br />pressures, Maximum panel length shall be as indico
<br />I L I tL , , , 1�), dralliTlrig No! 20,17$�
<br />. led on sheets 3,
<br />11. and 17 of 18, of Product tigrblualtiorl, Do
<br />L i . rLfM;eq1,(P.EX
<br />Maximum Anchor Spacing shift be as jndii�ated oh.sheets 5, 4, 10, 11, lathra 16
<br />-
<br />and 18 of 18, of -Product EValualfofl Dorornept (R.E.D.), draVving No. *175.
<br />24 Gage Gahrenizad Steel Storm Panel has been Verified for code compliance to
<br />wo rK as a-ripri-porow s, sto rmr,sh utter assornb I y, a a per SSTD 1,2
<br />:,99 Standard.
<br />NA�/4,;�
<br />1/4. 2/4, 3/4, 4/4, 5/5, 7/5,
<br />+1 W/l 0, 1
<br />W/10, SW/10, 4W/10,
<br />5W/I 0, 6W/1 I & IW/ I I
<br />w
<br />FOR t
<br />—6 7
<br />p with doWs indicated on
<br />Install4tiort shall be . erforrined strictly lin: accordance
<br />th
<br />sheets2l ruB,121hrulSofi8,ofPrOductEv4it4AtlonD6q4ment�FX.O.),
<br />drawIr%No.2Q-176. Minimum separation to glass shalt beas: indipated or!
<br />4heots - Ey�slqatfonD L time
<br />�is 15" 11% 14� 16 � I � an 0 1 8'of 1 S, of P(o d 4ct no At
<br />Inig N& 26-J115.
<br />�(P.E'0)�dtaW
<br />t,,MAT_rgR_ C144AR TERMCSAN03 lQ000.
<br />Nblesand Components Indicated on
<br />S� 11: bo,
<br />f ILS, -of PrGductEvaluation Documarit (P,E 0.),drawfing No,
<br />20-175,
<br />Anchb r sper lffcotfdrts� shot I bees, I nditated on sheet 1
<br />of 14, of "ProOlo-'t
<br />h" Document (P.EQ.), d ng No. 206vt
<br />EvaluatIoL
<br />MITATIO S,
<br />ANDCQNI2MQNS_QfUSE*
<br />7.1. Shall he a
<br />Ifictly 4n compliande With General Notes No. 1, 8 thru 14, Indicated
<br />-on, sheet 4 of 145 of Pilodupt. Evaluation Doctinnent P�E,D), dravitIng No.. 20-175
<br />Itec1q, Irmi arid signed El ilher A. Till4i Jt�, P4
<br />proparoA by 11
<br />in HIGH VELOCITY HURRICANE ZONES
<br />7�2. Producl shalt not be InsWiedt With
<br />IM.2.0fthe
<br />asdefirisdon sedfoIrl f lorldiftilding Code,
<br />?,$,Product shalhonly be installed into
<br />poured oo incrate, concrete block, 'and
<br />wood from structures.
<br />Product Evaluation Reportpropgrod by WalltarA. T11111, Jr., P E�,, (Florida L , lonse
<br />No. 441,67% President of Tlftwo, Inc. (Florida CA-0006719).
<br />-
<br />VS
<br />Ain 1/4 -
<br />1. SOLT W/ 7/T
<br />IS 0 EX OVEMAP
<br />1/4, 2/4. 3/4. 4/4. 5/5. 7/5,
<br />iW/10, 2W/10, 3W/10, 4W/10,
<br />SW/10. GW/l1 & 7W/11
<br />ANCHORSi FOR CONCRETE SEE SCHEDULE ON SHEM IT At A
<br />FOR WOOD SEE SECT04S Ott SHEETS 10 & I I
<br />&
<br />REGULAR SMRM PANELS (I ELEVATION
<br />1/4' Mo.. CAP
<br />2.dr
<br />(Wk aMW -1 WW WUM
<br />-7
<br />I IL
<br />SO,
<br />OF IV i
<br />ILS. SOLT
<br />WNO NUT
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />9) CW"M IN ANY WAY TO SLIFT ANY
<br />INSTALLATiou.
<br />E.D. 6!n%ZANO9oN
<br />MCHWES, MR CONCRETE am smiMULE ON SHM 9
<br />MR WOOD SEE SEVIONS ON SHM 12
<br />W "Ap WUO
<br />OF *1
<br />MAX
<br />III "M soft e
<br />�r M_ WWO
<br />LIL4.6 W-4i,
<br />MONORSt FOR CONCRETE SM SCREDIRSON S%W R
<br />MR WOOD SEE SM04 09 SHEET 12
<br />REGUL" MM tuy=N
<br />MAX. W
<br />2'er
<br />Oak dNSAi.AP -1 MW Wkm
<br />ut
<br />SEC" (Tva.)
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