|
/fl L C li \�_ �
<br />TILIFT TESTING A ENGINEERING COMPANY
<br />r 2
<br />U-MaTREPORTs;
<br />Large missile Impact and fatigue load� tests were performed under Protocols TAB
<br />201�, 203as per section 1,626 of theFlorlda Building Code. Uniforrritte(tia loads
<br />-
<br />IL NAURIA WIMAMSPECIFIO"Q
<br />Shall ba'stdoffyinaccordance with aorarel:Notas; and C*m norittLitidicatedory
<br />sheet 1, .2 and'2 ' I . � PO
<br />2 of 20, of Product 15valuatlary DocumOnt fP, E.D.), drawing
<br />_WA UTER A, TILLrr, JR., Fa
<br />44 fdr
<br />as per-TAS 202 Protocol. Test reports prepared by Hurricane Engineering,&
<br />No-20-176. Anchor spe4ifiGations $hall be as Indicated on sheets 1., 7 and 24 of
<br />fastinig, lrfm, Reports # 96-569 dated 09/0911996, #W-570 dated OW1811996�
<br />26, oflProduct Evaluation Document (P.E.D.). drqwfng 4*� 20-11s,
<br />PRODUCT EVALUATION REPORT
<br />#96-T'30 datod 09120/1996, all three sionodand sealed by Hector M, Madinat,
<br />P_E�, Fenestration Testing Laboratory, Inc. repoft* 20n dated 04116119,98and
<br /># 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LWrmnoNIS AND MN0111108 OF LIM
<br />REPORT NO.: 20-1312CO1
<br />0219.01-09, dated Marrf`L4,2009, signed and "ailed byEdmundo Larigaespada,
<br />FIX. and Henry Hattem, P.E.
<br />7A. $Iyall be. �tnqtlylry compliance wit� General Not" NO: 1, a thtu 14, indicated
<br />DATE: July 28,2020
<br />Tensile lost report No. 9CM, 197 by QC Metellurgloa
<br />, 1. Inc,,,dated March 13, 2000,
<br />an shoat 1 bf2k as well as Goneral� Noto&# 1 thru 4-and 11, thru 1 6,fndloatad
<br />91261,
<br />on,sheet 21 , bfPr6dUct evaluation DoIcurryont (PS D.), draiwing No, 20A TO
<br />PRODUCT CATEGORY- Shufters
<br />Sig nod and sealed by Frank Grate, RE,
<br />Ig and tested
<br />prepored by I awo, ]no,,, and a" ryeO �by Wpllerk T1IIk,Jr,,P.j�.
<br />PRODUCT SUW44ttOORY,� Stwlyi,Psnels
<br />2.1-1-TRUCTURAl . E,)NIONEERING C�
<br />On 20, G-400 Galvanized Steel Storm Ph_54,ot =maiimuirry panel InFigth vs. design
<br />7.2.. Product May �bs -ins - tolled wIthInHIG'H VELOCITY HURRICANE ZONESa4
<br />defined.ongectl6m it201,2 dfrtha - FlorldaBuIlding C ode.
<br />M� NAME- 2p GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load,as wolf as maximi.im arichoriocing ", design wind load and panel
<br />MANUFACTURER: lishal PRAactl6ft Products
<br />length based on rational and comparativearlaiySis, and in accordance witty
<br />sedtfOrl 1616 afthe Florida Building Code, Calculations prepared byTilleco, Inr-,
<br />7.3,� Productshall only beIrtstaltaid info 0'QUiad voncroft,concrate, block, and
<br />Wood ftiTT&Strildums.
<br />4600 S.W, 61 Street
<br />0axle, FloHda33314
<br />dated I 110,VOO and 03112/1 5� signed and -saaled by Walter A. Til Ift, Jr., R.E.
<br />EV
<br />PURPOSE OF M% LUATI
<br />3- MISSILE IMP-AGI RFAISTANCE,
<br />Product Evaluation Report prepared by Waft.X Tfilit_fr.. P.E. (Florida License
<br />-LUATI
<br />-LU-AT-1
<br />This is a Product Evaluation Repe rt ["mid byWalter A. 71111111, Jr., P.E. ($y*e
<br />_m
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TA,5�201 Protocol.
<br />No. 44101A)iPresiderit of Tiltaw, Inc. (Flodda CA-0006719i.
<br />ID # 1906) to the Giabal ProttaIction Products, LLC, RUJOrChaptar No.
<br />61 G20-3, Method I D of this Florlde 04opartmont, of Busirioso and
<br />Professfonad Regulation.
<br />-4.AMND LOAI)s RMISTANCE;
<br />kJ14
<br />2-0 Gagsi Galvanized Steel Storm Panel ties been verified to sustain wind
<br />Ov_
<br />This product is being Issued an Evaluation Report as described herein, and has,
<br />been verified for,complIance- It
<br />n accordstice, Vith V* 2020 Seventh Edition ofthe
<br />Pressures, Maximum panel length shlll�be As indicatedon shoots S, 10, 14,15,
<br />16, 1 9i 25 and 26 of`28 (if Product Evalu ation Document (P .E.D.), drawing No.
<br />44167
<br />Florida SoilIding Code, ON to vatify thatthe product ls,for the purpose, (nithdoo
<br />at least equivalent to thatra4dred by the Code,
<br />20-17& Maximum Anchor Spacing $hall be as indicated -on shouts.8, 9, 10" 11"
<br />20 OfProduct Evaluation Document (P,L
<br />14,15,17, IS, 10, 26 and 20 of 2t,, 5j)),
<br />STATE OF'
<br />drawing No. 20-170,
<br />This Product EvOlualloti RePortsholl be allbfact to review and revision In potsfis of
<br />NISTALWICIN'
<br />filo,
<br />a Bu Ilding Code change UW may affect Its'llmitations and conditions
<br />Installation shall be performed strictly in accordance With details indicated on
<br />WAT�LL
<br />2-EVIDENCE 81.18fflnell).
<br />sheets 3 thru 7, 10 thru 20r 23, 24 and!,6026, of Product Evaluation Document
<br />AbMOkFttP0kC�01 P. E. RSPOFM26 k GLOBAL, PROTWTION PRIUUtTS, LLC l2beAOE
<br />2d, PRODUCT EXAL-
<br />(P.E.D.), drawing No. 10-1176� MInImumtoparaflory to glass shall be as
<br />0TEEL,5TQW PANak ORVM 20-VII kREPORT 020-17Mki
<br />,MUMEn(p,Ep,I,w
<br />Drawing No. 20-176, thled �20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by'ritteco, Inc.; signed and . � sealed- by Walter A.
<br />(P.E.D), drawing No, 20.1TO.
<br />Tillit, Jr., P�E.; dood G.7128�2020. This drawing Is an integral part
<br />Evaluation Report, oTIOL4,TAYS",
<br />rQ16",
<br />46P
<br />Nal 4067
<br />7
<br />A
<br />6'1"N.W.'6thStMel,rSUfte,l�OS,MiatilLFloTiJklII60-Phmo,(305)87LI-I 0-
<br />*q'NONAL
<br />OR,*
<br />9.3� 44 CASE TkKt PRECAST STM. OR PRECAST CONICAM PANELS, SWCOO OR WOW SOWS LEE MOND ON THE
<br />.
<br />!Tt
<br />EXISTING W" ANCROM SMALL LIE LONG EMWOM M RENCH THE MAIN STWXrk*E LE)"IND SuCli PARELS
<br />I I 51"M PANEL SHOWN ON THIS PR90= MIATION DMAIENT (PIED.) WS Raw VMM FOR OWELANM 04
<br />T! !09" ORHE-FILDRICIA
<br />ANOWAGE SHNt M AS MENTIONED IN 0.1) AND IN 8,2).
<br />ACCOPAWf. 2OV20 17! WILDIKO CODE,
<br />Md"On, AS MAOUFOCT11W SY 0,W SUILDEX, AWC
<br />DES" IAND LOAM SV46L BE DETERMINED AS PER SECTION t52O OF THE ASM MEW11ONED OXF-
<br />A M Inn SH=rs W41, FE 04TAUM AND
<br />- #14-10 PANUMATIE VEM" M A140 PANELVATE PLDS ANCHORS. AS MANUFAMITED By ELCO, ODNSTPUC PRODUCTS
<br />T"
<br />WZIIAIS�
<br />MMM4 8� CE 7_MO
<br />0=%00F
<br />4 AND SKALL No IK MMWL4A (",D,)
<br />DESIGN PREMISE RATINGS 04"15D VN SHMS 7 TM 12,14, IS, 14, TS a 20.
<br />5/e WOOD SUSHWZ AS DISTMERETED W A1.1, POINT SCREW, %it & SPECIALTY CQ.
<br />IN ORDER ;6VT"THE AOM COW", 4XINATE OrA" WIND LOADS DETEN9NED, PER ASM 7-TO
<br />SHAUL BE TO A&O� LEM WIND LOAOSW MuLtiFILYM TNIDA BY 0.4 W 09M, M
<br />INTO *0011 OFTAPOONANCHOITS ENMI� 9C I ll�e AND 2- FOR ELCO ?AHELUATE PLJjS
<br />COMPARE THESE W/ Ukr- (AS*) 02" PRESSLIAE RATINDS INDICETED ON SHEETS 7 TIM U. 14, 15i to, 19 At 20,
<br />IN ORDER TO VERIFY THAT MCHM ON TAS FXZ� AS TESTED WERE NOT OVER STA595% A JU #0RASE IN ALLOWABLE
<br />OF LAG SCREW, )INTO THE =1 MEOW "EHALL ME ;0�"FHREQED
<br />=1147=14MMILITIM-1 SIE COnIDOMO AS PART INRCADEO
<br />STRESS FOR WIND LOADS WAS 92T� AJISED IN THEIR ANA01A. FASTENERS SPACINC TO WOOD Ka MEN DETERMINED IN
<br />ACCQRDQtCE WITH NO.& 20"ll.
<br />C 3) MWMUM fW DISTANCE Or LAO SCREWS, INTO WOOD 910L HE AS 94DICATO IN INIS DRAWINC
<br />T�:I%PAlt S "AW,� AND WIND RESISTANCE K45 BEEN VERFIED IN ACOORDANCE WW SECTION t626 OF
<br />COrWArT
<br />AS PER H%MQAkE ENGINEERING & TESTIND INC. REPORTS 96-M, 26-b7O & 96-730 MIT
<br />CAT MINION PENETRATION OF WDO13 SUSHING SHALL BE S/W. 1/4' 0-20 SCREWS OW $KAU BE 1 1/2' LONO MOWN
<br />FIDIESTRAE)ON TERM LAS ft.� REPORTS 12032 & #2129 , AS PROTOCOLS TAS-901� TAS-M W 75AS-nS.
<br />SHOIJLD SIVOW *DST. AND I' MINIMUM FOR WALLS WITH NO STUtM,
<br />AS WELL AS AMERICAN TEST LAS Of SOtAN FLORIDA REPORT 10219.07-011. M PIER TAS 201, M 207 AND
<br />TAS 103 STWDAM.
<br />C15) it CASE TFAI ME= STONE_ OR PRECAST CONCRETE PAWLS S=CQ OR WOOD BOARDS BE MIND ON THE EKISTINC
<br />ALL ALUM"M WRLISONS TO BE $D63-M ALLOY AND TEMPM WNLESS OTHERWISE NOTEO),SM SHEET I
<br />WALL AN01ORS SMALL BE I= ENDLION TO REACH THE MAW SVM� Do" a" PANELS�
<br />ANCHORACC SHAILL SE AS MENTIONED IN C. 1), C.2) & C o4)
<br />3 ALL ALLIMINVIA SHEET MM USED AT CLOVIRES SK&L HAVE 3105-404 ALLOY.
<br />(0) ANCHORS *OU BE ?NSWW MLWNro ALL OF THE FWCONIMFUDATIONS AND SPECIFICATIONS OF THIT AN*IOR`S MANMACTIN".
<br />A ALL STEEL SHM ]VITAL F11ACS SPINA "AVE STKOMRAL QUALITY STEtL ASTIA A-653 GRADE �-Q MIEN" C-50
<br />GALVANIZED STEEL OeSIONATION W/FY- 5114 k1i 1*7FA ROILILW)�
<br />4 PNIELS WAY ALSO BEINSPILLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THRCXAN ]a ONEErs 4
<br />rNEWLEOH 61 EXCEPT T" HEADERS W & Q TAALL Nor Be LISm
<br />6� ALL SCREAPS TO SE STAINLESS sr4X X4 ON its AEA SERIES OR CORIM" iRMTANt CGATED CAMN STEEL AS PER
<br />JAN SM14 W W MIT SWMTP AND 90 1,* TENSILE STF04TH It SHAU COMPLY -W/ fLO" "D94 CODE
<br />9. IT SMALL Be THE OF Im OWWRAR 10 VMIT THE S"ONESS DE, TME SIBLICTURE, WdW SHUTTER is TO at
<br />24 I 1�4T�
<br />ATTACHED TO INStOr -ROPER ANOVORAO-1 "05 SHVW SHALL ONLY BE ATIACHED TO CONMITE- BLOM 00 WOOD FRAME
<br />ERXDWOM
<br />6, BOLTS TO BE ASNA CALVANUMED SMEL 00 AMI 304 SERIES STAINLESS STEEL, "TH X Wo MINAIVM YW
<br />STRENON
<br />M. EACH RrOOLAR SIM PANEL INET14 LERM14S DVEEI,W-0 TRADIX" AS PER SWORE 6, 8. 9 & 10 AND ALVINATNES 3W.
<br />7 AINKNORS TO WALL SItAit- M AS #CLLbWS1
<br />SO & low A "$It AND nly
<br />0= MARKM In"IttlCrING DOER OR
<br />TENANT TO ON PCEIGGS WAANW�
<br />(A)
<br />-It .14 RS -AS BY Ltw, WILOW, INC, �Jkw
<br />If Cl"-w $It, AS MAEKLAPA"ED W OC&Lr INC� (40t, V.- P�0-)
<br />11, THE INSTALLATION CONTEACTOR IS TO VCAU
<br />TW SkAILDING to Pkv�w 11*011RAIN FILMOlIk ALL SHUrMR WMPONENT MOM WW14 REMAIN IN CONTINUOUS CONTACT WITH
<br />1 4*0 1 -SET AS MRIMITED Or ALL "t SCREW, BOLT A, SPECIALTY 00.
<br />12, STORM PARM INSTALLATION SNAU COMPLY W34 SPECS INDICATED ik IRIS ORMOND PLUS ANf SLUiW AND ZONNG Rit"ATIONS
<br />.. I'0 P�ZQ
<br />PROVIDED BY THE JURISIACTION WHERE PERMIT 15 APPLIED TO,
<br />114-10 PANEUMNIE fumf 10 & PANELMATE PLUS ANCHM, AS ~ACMW BY IMCD CCNSMX,1" ORODUM
<br />(ON
<br />13. (q) INTS PRODUCT EY&WOON MOLMENT JP_EDJ PREPARED BY T�O ENONEER 15,0ENERIC AND DOES NOT PROVIDE INFORMATION
<br />114`0 C, T AS MANUFACVRED V TRO-EAST CORPM11014 ff-34100 p.")
<br />FOR A SITE SPECIFIC Pftjf:CT; f- WHERE TK WE CONDITIONS DEVIATE FROM TK F14,11,
<br />A, I) MINA" VIADEDMENI OF TAMM AN04M INTO PWRED LONMEIE %MLL BE I Zjr, 2' FOR PARELMATE re MILE
<br />(0) CONTRACTOR TO KAESPONSSa MR THE SELECTION. PtRoWt AND INSTALLATION INCLUDING OFE SAFM Or THIS PROWLT
<br />BASEIT ON THUS P�"� PROVIDED "VSHE DOM NO DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCAIEW
<br />10 AND PANEMALTE PLIIS 90 1 1/4- FOR CIF TAP--GMP ANCNORS.
<br />CONSITTLIall0h SAM At SIEE IS THE CONTRACTOR'S RESPONSM41Y.
<br />A62) CALK-111 & SOUD-SET ANOMORli StiALL BE EMSEDDED 71C INTO THE POUMD CONCRETE NO EMBEDMENT INTO
<br />(C) IWIS PROD= EVAIIAT029 DOCUMENT WILL BE CONSIDERED INVALJQ IF MODIFIED.
<br />ST= SHALL BE PSMIMM t/4- 0-20 SOREWS USED SKALL BE 1 1/2- LCN9 MINUM1.114 SKOULO MCCO EXIST,
<br />AD 1* M10AAW FOR WALLS WITH NO STLAX0. ANTI MAY BE HEAVED SCREWS OR ALL POMADED SCREWS W/O PXAU.
<br />(d) SITE SPWFAC PROJECTS SH�Wt SE PREPARED gy A FLORIDA RMStERED ENOINEER OR ARCH"TEY-7 WHICH WILL SECOME THE
<br />am IN" VANC NM
<br />ENGINEER OF RECORD (LaR) FOR FIRE PROJECT AND *10 WILL BE RESPOnex FOR THE
<br />PROPER USE OF ourm%in SCUEZTEO Elmo, THE
<br />AX IN CASE T"At PRECAST STOW_ PRECAST CONCRETE PANELS. PAVERS, SnA= OR WOOD, II*ARM-,EIE EOUND ON THE
<br />wo
<br />Pxa ENGINEER, n Nu EV
<br />suwn grSA
<br />0=74 WALL OR nOM AND -On St*LL BE LOW ENQf1GH To WJA4 THE WAR STBLICTI)RE SENIND MICH
<br />PANELS ANDIORADIE SEW-L. BE AS MENTIONED #4 A.1) AND 84 A.2).
<br />to) THIS PZD. SHA" MR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF INE PftOFEilSIQkNL
<br />rwkm or RMIAD IT PRO"M Fr.
<br />T, " AS MAIWACTUM BY 1, Y, W. SUIL4X INC,
<br />J, 0 TAPOIN ANCHO
<br />14 SNAAEEIR LABEL %WJ. BE LOCATED ON A READILT %tSME LOCATION AT STORM
<br />PANEL S14VIM IN ACCURDANIZ WITH SECTION 17001;3 OF fl.L)RIDA SUILILM COX ONE LAM
<br />ANCROW, As MK#0ACTIIRE0 W DEWAILT INC, (MIN. e-1,50 pAi)
<br />90 ANCHORS, AS DISTIDOM BY ALL POW SCREW, BOLT & SPCIklY CO.
<br />SK4LL SE PLAtW MR &MY OPENNIG, tAWALNII TO COUK'f WITH SMT04 ITO0,9_2 OF 7Rt
<br />fLORMA BUL1390 VON
<br />(Owl I'-
<br />#14-1" . L. AND PANUMATE PLUS ANIMM, AS MAKWACTUM BY 6ZIA
<br />ORAWINO SPAM OWN
<br />M-1
<br />. IN, THE,
<br />PrIMUCts (MK. r_207t pAj.)
<br />TAP
<br />,/4- * OF MP ANCNORS, AS WMPACTURED BY IRLI-FAST CORPORATION
<br />al) kmvi* OAMMW Or TAPDON Ahckw. ELCO PWAMIXTES AND 0 TAP-4101, AKAW- 040 THE
<br />R - BUILOOD COM fth locity HurdIld
<br />13LON UNIT SHALI HE 1 1/0, we 20 GAGE "LYANM STEEL STORM PMEL
<br />I N0.4[37
<br />9.2) CALK IN SOLID ANCHORS SHALL BE
<br />& -SET EMBEDDED 7/r WILD THE CDNCRETE BLOCK U WR, NO
<br />INTO ';�� SIENA, SIL M,441100, 4/4- 11-2. SCREWS USED SKU LIE T TIr Lawa ki SIM
<br />6LOUL IRROTECTIOR
<br />"W� AND t* MOINAW FOR WALLS WITH NO STUCCO, S_ -
<br />9)
<br />%mr.00m,
<br />CONCRETE BLOCK
<br />REOLUED,
<br />I QN DETAILS FOR REGULAR PANELSnl A
<br />'IQ MONO POURO QQNQRETE 98 Cc NDEM BLOCK STRUCTURES M=m
<br />MEE SIONDMU I*
<br />SHMM a IMAM
<br />POIJIND A . A
<br />*716 POIM
<br />0 CONCOM WWREU
<br />4
<br />FR
<br />771
<br />42 1&
<br />NO
<br />=1ET1P9V_:
<br />REQUIRED.
<br />--- -- - ---- --- f
<br />"n
<br />AtM FLOOR MOUNTING, &tug= OUILD Of ?AOUR"Ma
<br />1.01M14 X-040".1 ME 0,00114
<br />2 LID. - DOE DISTAINCIE:
<br />AM 300" (SEE SCHEDULE ON
<br />SHMS a a 9)
<br />TOP & SMOM MOUNTINGS CAN BE
<br />COMBINO IN MY WAY 'TO SUIT ANY
<br />INVALUITION,
<br />- A�P
<br />Z'T1 LFECO imc��
<br />!ILLrr TESTING a examEkalmo COMPANY
<br />fifto,
<br />PROAUCT7 BYALUATION REFORT r,f-r T,
<br />ElkLl.
<br />REPORT NO.: 2"727.02
<br />DATE: July 27,2020,
<br />PRODUCT CATEGORY. Shutters
<br />PP40UCT S00-CATWORYr Storm Panels
<br />PRODUCT NAME� Z4 dAOE,G LVANIZE STEjELSTOR4
<br />A 0
<br />FAM19L
<br />MANUFACTURER,, 9101*1 ProWAJo",ftdUQ1L1=,
<br />4JWO S.W,.51 Street
<br />bovia, Florida 33314
<br />1. PURPOSE OF EVA "UIIONI
<br />This is a Product Evaluation Reportitsued by Walter X 11111t, Jr., P.E. (System
<br />ID,4 1006) to the Global Protection Prodpats, LLC, R419 thaptorft,
<br />61-020-3, Method ID oft I he:Floridia Department ofBifisfrifoss and
<br />Profossiorml Regulation.
<br />ThIsproduipt Isbalrig 1,tspeo an EvaltiallomReparl asilasoribed hareiry, and hot
<br />been verified for compliance � accord Seventh Edifibr).Offfisf
<br />, in , once with,the 2.020
<br />Florida Building Code,70n0 -to volify1halt-ths'product Is for tho purposeiryte Tided
<br />atleast equivalent to that required by the Code.
<br />This Product Evaluation Report that[ be subject to reylow-and revialdr) in case of
<br />a Building Code change that ringyaffedifts limitations and conditions
<br />.2. EMENCE
<br />Z1. PRODUCT EVALUATION DOCUMENT 1P.E.D.I.
<br />Drawing Nip, 20415, Wed!24 GAGE GALVANIZED STEEL STORM PANE12,
<br />sheets I thru 18 of IS prepared by T
<br />Iftwo, Inc... signed and, sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07/2712020� This drawing is an Into *Ia
<br />-n Report. �900, "I
<br />Evaluatto
<br />635!iXW. 361h8triDet, gaitell)5-,UMiF16rida33166-Phoiie� f��05)
<br />MIT lael 01 a kv. 1_411 ZAA*1111110 AWMA 1 9416-M IUW-1101 N ! 109MI 4 M
<br />u"Mmit
<br />VOUL %VrIH (TOTAL WIDTH)—
<br />(EFFECTIVE W10110-
<br />DOW " BACK
<br />4ALUMam SIM
<br />AM A-663
<br />GRADIT 50
<br />O-�w cgy� EDQt
<br />ZU7�
<br />WAMWM STEEL
<br />SCW IN RED,
<br />TYPI ASTM` Tlp�
<br />ED DETAIL OITTAIL
<br />A 40LF
<br />----------- ----- ---
<br />Awas ino I&
<br />J
<br />to.w
<br />bw
<br />WOMM V113t WNL A
<br />MMIDED CORNIER 0 ENDS OF PAWS
<br />END up w/ HEMmED roGe.
<br />I SEE W�
<br />W
<br />.125* tom .125'
<br />1W.
<br />L CS, INLTW
<br />To
<br />12 i/r ox ig w.
<br />MAN= 0
<br />-093'
<br />SEE
<br />Ss SEE
<br />L
<br />0A
<br />AM ANIGLE J9 MRL WITH MID AHIM WM
<br />1^4 VIA "4'
<br />f4aaff
<br />Le 1 71
<br />39
<br />I,QW
<br />DIS,
<br />"ME rm t
<br />___5 7W
<br />MIT'
<br />,61w KEY H= wausit "j
<br />ax x 3M SAM
<br />-M*, TV Low
<br />No, 44167 1
<br />FLORIDA BUILOING COOE (wall votcalty told nis Zoos)
<br />i NIMEL 02M 11004 W_ 20 WE "LVAMM STEEL STORM PAREL
<br />Dow ft
<br />IWSI ED WIND AUT
<br />K9X HOILE 0 GWRAL PROTECTION PRODUCTS, I.I.C.
<br />AT EM "M ". ill STREET`
<br />r)(7"Xl X R... 'L, M3
<br />ALTERNATMEIV. I= WINO NUT W1W )M-20W 20-176
<br />ALUMMht AN= MONOLONIC I"Sto W1 ADIXTIDNAL - =F0 mum N.
<br />Ok-WOE710
<br />= Jk'I N AJA y"
<br />INVALLA110N DETAILS EOR MULAR PARE 3 & dA END QAM - - I I NM=ON IN MW OMMIM
<br />INI-0 ISI&O POURED BLOCK SIBUCIUM cNorm a= 98 WU
<br />FIX" climn MiDEM VAIJQ FOR RMA Uff WM AND E-_Z HN SIXIM PANEL 0M
<br />AD
<br />PUS Cr W-0111,
<br />OR ONEFT 41 k 9) C& ..Mz
<br />r
<br />DWM POLMA,
<br />CONCIVE ! 11
<br />3
<br />wL
<br />T
<br />aw
<br />r1w
<br />tm _J
<br />Ion
<br />MAW' SOm" 4 OKY,
<br />Air
<br />WII
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<br />................. AMA;_
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<br />2
<br />CCNCNM ft=
<br />FROMM
<br />11=9
<br />Oft"g-M 09
<br />�4
<br />f&*X 0 1-4, W_ tan= ''a
<br />PUJS OR OF X
<br />TAROLAR, 0)
<br />ON
<br />__4m w4k
<br />0,
<br />R
<br />W.X
<br />EXISTING NEW 1, INOF 1XVID; . 1/6
<br />THICK ALIAL TW OR I' A (Sir SC"M F
<br />00STIND V=O/ P11 WOOD RATE SPAM SHEM 9 SCALE 3/16.1,
<br />11AND
<br />WIN I'WME . VARIES. I/W
<br />HM RXI 2glieft&IM OF
<br />AM WILE OR 1* . VARIES
<br />P T WOW PLATE SPACER TOP & 80TTOM MOLINITMOS CAN BE
<br />TRACK
<br />DONORM 1 11 COINEIINED IN ANY WAY TO SUIT MY
<br />(SEE WHIMM ON - I INSTALLATION.
<br />I
<br />WREM a notowk 11) r-ft.
<br />r
<br />A, tk
<br />EXISTING
<br />DONORIETT F LORIDA MJILD114G CODE (Ifigh V411901fty Zone)
<br />I It CONCRETE 13IOCK WER.RiAe W_ 20 UGE "YAW= 51M STORM PAM FRI
<br />No 44167
<br />A. LLM
<br />N PRODUCTS.
<br />S Z 11L1EC0,.f.\ GLOBAL PWT4'M" M&WLAI
<br />St.
<br />OMIL Egg VAM a I
<br />OR
<br />saw I, lwv�
<br />22L=T RUEOR
<br />L*ga:rry1ssfI0,lrTp#41 load tosts wisr6-1ptiftmed tinder SSTO 12-99-stardard as
<br />piarseotiori 1600.1,2 Ibf.tbe Florida Building Code, Urifform. Static loadsas per
<br />action 1_10.
<br />4.6.3, Pot AStM E
<br />_3�0, TV -
<br />, _* reports prepared by American Testing
<br />Labof South Florid,Aj Repbrt * DK-14.01,;Q1 1#1od 01002 witnessed byLWIUiaM
<br />R. Mah.tyerr, P E., 801z Moroz, P.E. #04 Henry-Hattem, P. E. and Roport No.
<br />0219,01-69, dat0d February 25,2009, signed and Seated by Edmundo
<br />Largaospada, P.E, And Henry Hattarn, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS. 201 & 20$;�as Pot Sectlori'l B09L.I.2 of the FIcirlda
<br />Building Code. Test Aspeft.prapared byAmeticiari Test
<br />ng Lab of South Florida,,
<br />Report No. d&�d No verriber,23, 2010, signed and tooled by Julio E.
<br />6oinzajez, P.E.
<br />Tensile last, r6poft,Nb. 9CW M�
<br />ysi �hy 00 Metallurgical, lnc;� dated March 13, 200a
<br />s(lghod',Aryd �sealsd by Frank Grata, 01i 4spoirASTWE-8 and Tensile Test as,
<br />p4r=, Mot0florgitiol Report Nb,� 1 bK'M-i3-118,,dots4 December 1, !010 sionad
<br />and sealed by Jerry Jactofano, P.E. as par AS
<br />TM 6!8�
<br />2jaD - QTURALENMN RM."o awl"IMS-,
<br />0624 L Gage Galvanized sl�topli Storm Portal formakimurry panel lerQth va.,deslgn
<br />wind load, as well as maximum ahchforspacing vs. design wind load and panel
<br />length based on rational and compairativIa analysis, ai1d in alcoardance with
<br />Isaittlon 1804 of the.Flarlds Subdlng Code. Calodladlorys prepared by Tittew,
<br />Inc,, dated 12fI5110 and 08/27113 (fbr this FaVition), signed " sealed by Waiter
<br />-A TIllif, Jr., P-E�
<br />JL_M15SILE IMP F
<br />ACT RM13-TTANC Ef,
<br />LaiVaTmissilik,impact-under460'qn 1004.1 �2 ofthe Florida Sulldlng,Code, asPor
<br />SSTD 124 Sta�ydard and TAS 201,
<br />4, -VAND LOAD$ REM
<br />Stortripanafhooftioerive fiedtosti t I Ind
<br />24 Ga0e Oplvahizod,Stisal ri sanw
<br />Maximum panel length shall b
<br />proSaurall, , . I _0ga iryftstod, on shoot _SL 9''19, 11,
<br />and I � of I a of product tvetua Q_ _
<br />, tion Do umpirt (p.tD,)i drawing ". 20475.
<br />Maximum Anchor Spacing snall 6D,,Ils indicited on shoots 5, 9, 10, 11, 1$ thru 16
<br />and ISO 18, ofProduct EveIuat1clnD0Vumont(P,E.D.), drawing No.90-175.
<br />24 �0890 Galvanized Steel Storm Panel has been veirified for code compliance to
<br />work as a nory-porous storm shurtior assembly, as per SSTQ 12-09 Standard.
<br />07
<br />t
<br />24�
<br />DF
<br />R
<br />0.101
<br />.n;
<br />1/4. 2/4, 3/4. 4/4, 515. 7/5,
<br />1W/10. 2W/10, 3W/10, 0/10,
<br />5W/10. 6W/11 & 1W/tt
<br />ANCHOft FOR CONCRETE =W
<br />S&SOT1
<br />MINI, MR WOOD SM I
<br />AS
<br />Installation shall be perfbtm6d strictly in accordance with:detsits indicated on
<br />sheets 3 thN 13 ru 1
<br />- 12 ih 18 of 18 of Prod Lict tvad lon0bourrient (P.E. D.),
<br />virawlins,N0.2,047S. Minimum soparatilory to glass shall be as indicated on
<br />shosta3i 6,_ T% 1.4# 16, IS and 1&orJ8, of Product Evaluation Document
<br />(P.E_Q.�, "wina No. 20-175t
<br />-6-MATIERIAL CHMARACTERMCS AND SM IFICADOW
<br />Shall beWcUy it) accordance with General Notetifain, d Components indicated on
<br />sheet,f and 21 of I S,, Of Product Eva luatiori Oodullitiont �P.E. D,),drAWl ng No,
<br />20175t
<br />Anchor specifications $hall be OS,jrydloatiod 0,4 Pro 'D
<br />- oaeF4 I of 1 S, of du t
<br />"PAITATIONS ANIQ COND-11110MR-OF U$E.
<br />7.1 � Shelf be striatly In compliance with General Notes No� 1, 8 thru 14, Indicated
<br />on sheet i of 18 of Product Evaluation Documvirit�P.E.D.), drawing No. 20-1,75
<br />PrOparoid'by TAter W-. Inc. and signed and Roofed by Walter A, 111IR, Jr., P.E.
<br />7Z Product shall notbe installed within HIGH VELOCITY HURRICANE ZONES
<br />astlefinedon section 162012 of the Florida Building Coda�
<br />7.3-, Product shall lonly be installed into
<br />wood irgyris structures,
<br />Product,5valualtorn Repoft prepared: by WeitarA. TflIIt11Jr.,,P,E-, (Morda Uconso
<br />NmAOM,, President of TIftsoo. Ino, (Florida C. "-Q�tf4jp
<br />7
<br />WATU
<br />L GE
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<br />S/S
<br />S_ 1.W
<br />W� -------
<br />NONUTS 0 XA,
<br />1/4. 2/4, 3/4, 4/4, 5/5. 7/5,
<br />1W/10. 2W/10, 3W/10, 4W/tO,
<br />5W/10, sw/11 & 7W/11
<br />---ANCHM: FOR CONCRETE SM SCHMU ON SHEETS 19, & Q_
<br />FOP WOOD SM SECTIONS ON SHEETS 10 & 1
<br />M RA ELs ni& & ELEVATION
<br />ICT.S.
<br />2,fir
<br />Qk�-T *W WILM
<br />44167
<br />INSTA N DMU M REGULAR PANE
<br />=1-"
<br />IffQ EXISTING POURER QQN!Q8EU OR CONCRUTE =o.-MCIURES
<br />VS. 0 r. WTI
<br />SKEET 0) SHEFT 0)
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<br />WX
<br />OF V
<br />MAS
<br />S.S. 800
<br />OR
<br />W-0ex
<br />0010110
<br />SCALE 3/8-1- Sems: 31ol-
<br />commom OF
<br />(SEE SCHEDULE ON TOP BOTTOM MOUNTINIOS CAN BE
<br />SHEET 9) AW WAY TO SUIT AW
<br />U., SO= 70
<br />. 4W
<br />lmow OR
<br />Mum
<br />6/5
<br />20 Ua 10ALVAINrUD STEEL STORM PANEL
<br />GLOBAL PROTEMM PRODUCTS, I.I.C.-Mm.
<br />*W51 IFIRM,
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<br />05008-IM& M- I"4)OW-um
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<br />20-176
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<br />M040M FOR CONCRETE SEE SCHEDULE ON SHEET S_
<br />FOR WOOD SEE SECTIONS ON SHM 11
<br />is, JAM
<br />(NEW. -I WeLg Wwn�)
<br />4 +
<br />JIM`
<br />7 +
<br />5OX
<br />it OF -V
<br />114
<br />,j
<br />jI T f I, F,, _T T It
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<br />1. kam
<br />ANCHORS: FOR CONCRETE SEE SCREW ON SHEET
<br />set SECTIONS
<br />1 9
<br />16993/�3r-1
<br />Mar WiEy)
<br />SECTION AfA
<br />SCALE,1n2"-t'
<br />4am TEM. 04- r'p.
<br />20 GAGE GALVANIUD STEEL STORM PANEL maw " I
<br />GLOBAL PROTEcnom PRODUM, LLC. by/a/2M 1
<br />DIECOine. AWL
<br />20-176
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