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••-••'•- (SEE KCTIOMS ON OWS 17. 18, 19 a 2 <br />MARE. 3A/1T, 4A/17, SA/MI, K/IT, Alva. swim. <br />MN. IRrhNL 7Aw/lI a wom s6/N. 7MAt a NW/46 <br />0 0 0 -�0 0 <br />m <br />oil i i 4• - NRB m61,011 OOAQ6 <br />i <br />a", iW/1T, WIT. W+m -tWa NR Nr J•T a TJ•I T. 44n, ryl; J• <br />MN. EIMhs. 7AMh6 a NIWI/4s , %T". B a S. t• MN. <br />-- MCNORS (SEE SECTIONS ON SHEETS 17, 16, is a 20 <br />OPTION #2 FOR UFE SAFETY STORM PANELCD ELEVATION <br />so" 3/ir-/• 1/r Nat w <br />SECTION A -A <br />SCALE 3/tP-I' <br />IM I . Zj,�Jljj 3E J.NL. -•► <br />[sio ;N," 11111.1 14-11111 <br />MAXILLA! A.S.D. <br />DESIGN PRESSURE <br />Max. PANEL LENGTH <br />L (t.) <br />MINIMUM SEPARATION <br />PANEL. <br />RATING (p./.f.) <br />(SEE SECTIONS) <br />TO CLASS <br />CONDITION <br />+55.0. -72.0 <br />a.-$. <br />2 3/4' <br />UNBOLTED <br />�� <br />Y ' <br />INSTALATION DETAILS FOR OPTION i3 FOR <br />INTO EXISTING POURED CONCRETE OR <br />LIFESAFETY STORM <br />CONCCR_E�T4E BLOCK <br />Tom MCHM <br />PANEL <br />STRUCTURES <br />SYSTEM <br />1/. MIL1gRS <br />i• <br />0 <br />( • r O.C.4. <br />POIJIED <br />KIP f ED 1 <br />POURER <br />. RRA `j A_ <br />POMIlD ONq <br />O 1. <br />pgRip <br />1 <br />E.i <br />! <br />War <br />g(g <br />E iwr <br />�C� <br />BumLED <br />1/4• <br />' <br />, <br />WraW°t <br />WowMwa <br />i <br />tlmw <br />�i <br />Eoerom <br />EiaEs)p I <br />i EamrNMt� <br />' <br />S <br />i I <br />CLASS <br />01 j <br />r� <br />1� <br />'�i' <br />j <br />i <br />_ -' ' ' 1 <br />L <br />\�/aYRwiiR rlw • <br />( I,WRHr <br />� <br />I <br />1;+ <br />r;`Jtr w1�1Wi • I <br />i <br />I <br />� <br />t= <br />ca 1 <br />;'M' LMR w <br />t4/Y�.aa/3T- <br />1/4' 1'r-40A tIN rt OIEIt <br />uD• ma <br />• 14 t/r O.C. <br />(K,OIp) <br />1 4• IAIOON AMCDIK E 1/4' T//CON ANGIOIK <br />4 1/Y O.C. -i 4 1/!' O.0 <br />1 4' <br />�4 t/4' D.C. <br />1 4' TMtpON <br />(mMm40ED a/ SM) f tSRIDD6lD <br />L <br />'R'/ 6RRI) <br />• 4 yr Ox- <br />' <br />OOIIp1E1E m, <br />OR RIDCx <br />IMW)= <br />OpNpKiE 'R4lDpc <br />REMAINED <br />Nana LaM <br />WALL.U-AMU <br />RBOUI's 2t 1111OOK <br />BOOLE 3/D•-t' <br />SON 3✓8'-t- <br />SQU 3/07-1• <br />SCALE 3/9•-1' <br />rLP P TI>j <br />••' <br />ai`:' J� <br />FLORIDA MMU) i CODE velocity M,m,CaM ZoM <br />tam n1Na <br />at <br />:k <br />20 0110E OALVATRED STEEL. STOW PALE( <br />Ialw M <br />I <br />O'IM 1 <br />PROTECTIONt PRODtICiS, LAC. <br />&I& <br />3�0 aia'�! <br />�JP'Lr <br />-2 <br />ww <br />w".., w of <br />raga rN <br />"we aR+t.°►> A. ZM4ommo-ow <br />20-175 <br />Illt 2. <br />t� <br />4- <br />awRll ,r <br />A <br />►d <br />- No IV M M <br />ac iT,NRt rs . ae NCR Arenas ,tPc . <br />BaBR T11c <br />I r. <br />1,N'MM <br />•YaMD Pa tNawuTa,B Nro WaoD <br />IAA Aos IMAM• W <br />s <br />NMt NIBOPIO. <br />ttwAr AtRaaR MWOsl6s AND ,BrrA <br />m6e 0•a11NY AK IIOID11m a Ito <br />••N,i1xW aJ <br />1 <br />SQWO,A2 FOR a0. IAA T1Yl YNUMItD a <br />ataslK[ RNIaB AICIaR agarl0 WY <br />AaTrusr aPADwa aNIIWW a aaaAc <br />M,R,1 <br />a <br />ARua to <br />RIDR <br />SY M FOILOIRta FACRIa: TOR THK <br />OF'mR1R10N ld BL FDISIIIL RIN1Cm <br />t t <br />a <br />1FMGI,S OBLNIm Ys1I0 P,a1N1 lIIML M01 <br />K Las THIN tNNRNN amraw rOCa[0 <br />MRG0l ANpaR tYN'a ON nIS fE1HNUIE <br />a, <br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM <br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />_ 4 TAPCON ANCHONS 11f.' TIPCON Ng10RS <br />0.G j • Y O.C. <br />r-,,e-p- <br />I/4,I/4•am <br />All <br />iI <br />{ IfFxstRE,M <br />NY1� , , <br />I <br />I r <br />00 <br />I i I <br />1 <br />I ; <br />I , <br />14-1r1Y PANEIJMTE PUTS w I!� 14_-�1Yr ►WdLWU PLUS M <br />0. W4 NUT IpWER '/� 3/s• MA NO W AHM <br />CONCREVE <br />RED"= an 't °LOON RERCRED t t4DCt <br />SCALE 3/Y-1 SCALE 3/r-I' <br />A. T� <br />4T•�S T <br />uCEN <br />No.44167 FLORIDA BUILDING CODE NYrr,am,m Zone <br />* <br />• OM TOM NG rl. <br />Za OAK DALVANM STEEL. STOW PANEL tWrm a: <br />°'IFS OR ��, ��� GLOBAL PROTECTION PRODUCTS, LLC, <br />ONAL RRLR6C O Inc. LAST u at nAMr <br />t u to II,`-ria�i Ra w aNr paira, PC.=»y �pu7�-00 20-176 <br />,,..,PEW 411 aw-w <br />Pt SAVaaMaE/OWL » INIEw Praia Mx <br />A i. it I JMII M ors <br />BL[ N,HHT » • ens Alt AIaYIORt ens • <br />ALBLaR TMt <br />SHAM <br />flt,ONa FOR raRWI/gWta MID WOs <br />,r1. writ wuN py • <br />a <br />a <br />rlwi 6,a4Nm0. <br />1NIIA,ANCIBII lKr,OS As N,srur <br />NNE OBRINZ AR[ WNNOam a TID <br />4taMalwAln N,rww 0.I <br />a <br />a <br />a <br />a ,/a <br />fC1s146 Alt R.D. IPA lIM1 itla,pim a <br />aDHmL1c RNIICt AMOaII tTlCra Rr <br />NA7ILrr• aMYaN aloes a suaNAa <br />M4RU Os,lr Y 0+.1 <br />ABLY NIs <br />FROM <br />N M IOLNOAmO RACDIIi FOR Wo <br />DPa1ww,OIJ 1D BL F06ALR Rm1,CCm <br />t t <br />JS <br />_ <br />1IYaW0 tNIMIm IIINB FACTOR a1111 la, <br />RE INO uaK MNWw aAna Jllsrm® <br />Tdt at,H ANOWW Ar[ a WM 90tANAE <br />s <br />,m <br />ten <br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM <br />�0 EXISTING WOOD STRUCTURES <br />INTO EXISTING WOOD STRUCTURES <br />Demrar dmmm AI6L E-z wMo >�1 wwa anm <br />1. E-Z NAND STORM PANEL SHOWN ON TINS PRODUCT DIPLATDN OOCIMENT (PLED.) HAS KEN VERIFIED FOR COMitLWCE IN LI) MMOM EMBEDMENT OF TAPCON ANCHORS AND PAtEWAE FEMALE D a PARELMATE PLUS WMTO CONCNETE <br />MXXMmINCE WRAH T,E 2020 (71A EDITION) N>< THE FLORDYI BLILDIHG COOL BLDCm PHIAL K 1 1/4•, <br />FORA wND tDA06 sHHWt K DrtTEBaEo AS PER KCIION 1620a t1E ABDIE MNEMDIED CODE. B.2) MI1alY EMBEDMEMr OF 1/4 Y 7/6• CAIx-N ANCHORS SIVILL K K 7/6' INrD CQ,DRE7L <br />FOR A SPEED AS REDU/ED BY TFE S HALL K p6F/iLEQ AND NO ELBEDMEIT Nr0 AMY FIESM 1AtEAAI LIA11 K FI1tlMrR0. <br />IFJOFA IWA001 IBADQ IrAOE,t <br />DfK mic AscE - a AND swou. No Ei <br />FOR A OMECTgIwAJIY FACTOR Kd-O.ML IAMO / 7-1° AND lAMLL ND'T EXGEEI) THE MASRNAI (AS.D.) 1/4• 0-20 s Sp VKX BOLTS USED SMALL K LONG cioucr(sot w ANY FINISH WT[IIML Elm TO <br />1 4Y TAPOON • r 0.0 1 4•r 1APCON • Y O.C. <br />DESIGN PRESSURE RATINGS RgmG7ED ON SHEETS 25 a 20. ENGAGE 3/4' INTO ANCHORS. <br />410 TAPCON • r Ot. , 4•r TAPcbx • r 0.e , 4h TAPDON •THRIADED RI of t tAr <br />•TWFIECW r O.C. <br />' ' � t0 <br />1 , YM11T <br />TO VERIFY THE ABOVE CONDITION. U1.111164TE S 1° <br />LL�K �YI�iHEM NORDER <br />' ' M'WL I MI <br />' ' ' ' ' ' Q <br />wY1NI0ED <br />� <br />9MIN <br />BY° M 0.0 RETERMINED <br />PfDUCED TO A.S.D.WOO TOADBY M TD 10) R CASE TPMT PRECAST STONE. OR PRECAST CWpNTE PANELS K FOLM ON THE VoisrpG MARL <br />OLL'FODBLO <br />JNMSD! IHEIDER MAOEII IMJOlR <br />STAGER IEAOEM <br />ro COYPAK iNLSE W/ Wes. (ALSO) OESIGIM PRESSIIK RA7RIGS NOC11ED ON SLEETS 25 a 20. ANCNOR° SNAIL K LONG ENOUpi 10 REACH THE MAN SIRuctulE KIW40 SIA3m PARAS. mcia AOE <br />SHALL K K IIfMgNEp N Bt) A!D N B.i). <br />- :,• <br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PE.O. AS TESTED WERE NOT DYER STRESSED, A 339 RCRFASE <br />1/4• 1/4• t/Y t/4• tn' t/4• ., //2' ,/e <br />tn• t/r i/2• i/C <br />N ALLOWABLE STRESS FOR WIND LOADS WAS MX USED N THEIR ANALYSIS, FASTENERS SPACM TO W000 NNS KEN <br />t <br />DETERMINED N ACCORDANCE V M K.O.S. 2015, (C) ANCDRS SHALL K INSTALLED FOLLOW= ALL OF THE RECO1alEfDa10N5 AND SPECFIGITIONS OF THE ANCHOR'S <br />i I , Y I >. ; r <br />WOOD MEAGER Ilan. wom How Mu i <br />SPORM PAEL% ADEQUACY FORA IMPACT AID FAT" KSWANCE IRS BEEN VE W N AC;OImANCE WTH MY M IOU OF <br />Y t i I ta. ; tEa ; ; M`w s1 ; I <br />RETRIOED IEi01AlED _ ; <br />THE ABWE 1 D4nC W CODE AS PER FENESTRATION TESIM VMMTORY, NC. REPORT / 2W2. AS PROTOCOLS IRS-201. 11. R PULL K THE R(SPOMS MW OF THE CONTMCIOR TO VERIY THE SDUPDHESS OC TIE STAM Mi IFKRE liNUM <br />. i.,';. - I ) ` ; --. - E ; <br />I OIT. :•'.'."- , <br />US-20 AD TAi-s3. IS TO K ATTACPIFD TO MNaRE PROPER NNCgMK. TIS SHUTTER SMALL ONLY K ATTACHED TO CONGEAL BLOCK <br />2. Ta STSAEMM HAS BEEN DESOOED TO K INSTALLED ON THE OUT= Or THE OMAPQ AOCEW4 TE OPEWD FROM THE a WOOD PAW BMAI.dN6S. <br />r twRRIaM I r r,Isaa <br />BMWIa i <br />SIDW/CMAX ALL SHUTTER COMPONENT EDGES UTtER PRAM A CONTINUOUS <br />FROM TMEONSgE E OFSF CI� ON UFT. THIS APPUCAW* Ns VALID WHEN NSIALIATION 6 VIVIAM TO BE PERFORMED 12. THE O WON ON BW COMIRCIONIS Too SE PAIDAHEW/3 <br />/RAM NTRUlION. CAtNK AND VA SMITTEN TRACKS ALL AROUND FIRl <br />LENGTH. <br />! I <br />1' YWI. oNAs iDNAM ; MA69 , , <br />I { : PEST AE- <br />a I <br />t I Toa,ANt <br />I (M,RI i I <br />3. IWO aOTAUATDN K APPLICABLE ro SNOE AND DOUBLE HUNG STYLE WkWA WIVEM OWAIAIM IS REQUIRED ro K <br />PERFORMED FROM THE WILE OF STRUCTURE. 13. STORY PANEL WWALLATION 9MLL COMPLY WITH SPECS IMOMTED N THIS DRAWING PLUS <br />; PANEL IEIIOM e ,a t' 1ST. PANEL ID°"anm a er,m LID L YIy <br />i NOTE , eEtOtO ) I ( totC 1 NELO,R <br />a War tg <br />, <br />' CLASS ` I <br />ANY BUILDING AM ZOMNG <br />REGULATIONS PROVIDED BY THE JLW K WTION WHERE PEPNR IS APPLIED TO. <br />PANEL LDIM tR. ttttwM,s1 AWtt V1DR1 <br />__ <br />061NM NilW-W M i i -____ __. __.._ • (SM Neff_ 16FLOW) mum - (Sff NpTE t WDOq <br />Mr. towmaWN ; 1• Mir, ; ' <br />4. SERIES 2°OD NSTAUATN7N 4 APPLICABLE ro SMILE AND ooIA3LE HARD AND HORIZONTAL A100m8 STYLE WIDENS wIR1N <br />W1 -in fa -IA[ 1J : wasBO f41aK i <br />E ; ; PANEL <br />NSTAWTION IS ACQUI ED /D K PERPORMID FROM THE MM OF S'TIIACTTRIL 14. ATINUM wNDOW° AFD DOCl6, Na E - 2 RANG STORM PANEL. SYSTDA'• IS W=ff P6pp, <br />1 rr- , I t 4V-Sb ' ' <br />a LINT to 1 I / a MNR w i / I <br />a sw to I (SAE N= I BELOW) <br />, , t/4•r-2aY ) (SEE NOTE 1 YtOw) <br />� I I,S„ M,S, W t <br />'1 AL AAIMMAP E%IRU4g11e 70 K 6063-T° ALLOY AND lE1PER. (IALE9S ODiERWIBE NOTED) 1S. (e) THIS PRODUCT DOCULEN�P {pE.OJ PREPARED BY THIS EN6NRR 6 OEYENC ND DOES IM)T PROVIDE <br />w: <br />7�'�t A i i 7�•y 4 i <br />; <br />I I 7 , 3 1 <br />' <br />RMFORIN710N FOR A STIE lPECF1C mff <br />ORA,LMINXI <br />Ia. WHERE THE SITE CONDITIONS DEVM FROM THE P.LD. <br />ALUM <br />YNW NUf WINO NUT 6• <br />, y�'Pp <br />6. ILL M SHEET METAL USED AT CLOSURES SHALL INK 3105-N14 ALLOY. (e) COMRACiOR ro K KSPO KE FOR TIE SELECIIDN. PIRpYAR: AND NSFAT1Al10N tlICLUDNG LIFE SAFETY aF <br />t/D. <br />i <br />7. ALL SM SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GAK 50 Mm, DAVAAED STEEL THIS PRDlwcr BASED ON TIS P.E.C. PRQYIOED LINES NOT o6VNTE FROM TILE CONDI710M5 DETAILED ON <br />DESDIAI'ION iMS DOCUMENT. CONSTRUCTION <br />I i D.C. W/1 1 , <br />w/PT. SLS Ir (AFlER ROLLED): 4 70% <br />SAiTY AT SRE K THIE COMTMCId!"S RFlPONSIBRLrY. <br />i <br />i j <br />S. ALL SCREWS TO K STAMM STEEL 304 OR 316 AS SERFS OR CORROSION ItMW NT COATED CARBON STEEL AS PER Dow (C) THIS PRODUCT ECM MM DOCUMENT PEL K CONaROU MWLD f MODIFIED. <br />' MDIDM or PLA E i <br />50013 W/ SO W YOM S1MlW9H AND 60 Jill TEMPLE STA04" a S MALL CORKY w/ FLORDA K"M CODE SECTION 24113.3.4. <br />i I I <br />i <br />(r) SITE sPECMIc F4IONECTs SMALL K PHTEPARED w A FLORIDA RE06tEKD ENO14i1t an ARCHITECT wNKH WILL <br />r <br />s. B LIS TO K ASIM A-307 CALVAMM $M D- OR ANSI 304 SpgFS ST IE55 STEEL. WIN 36 kv MINIMUM YELD STRENGTH. KCOME M DONMR or Kom (E .RJ no WE PIIow Nip MD WILL K RESPOiSI.E FOR TIE PROPER <br />LKE OF THE P.E.D. <br />A I t <br />I <br />INOCKER OF RECORD. ACTING AS A OELEGAm Devi ER TO 1FE P.E.O. ENONEEA. SIMLL <br />10. AICDRS 10 WALL SHALL K AS FOLLOMS: SOW TO INS LATTER TICE S M SPECIFIC MVAOM FOR 1EVEw. <br />I <br />) <br />THE WE AID ORDINK sEAI NND SIGNMTIRE OF THE PIgFE54OAl tWNNEFR OF <br />a)RECORD �THATTPPR <br />I/4•r TA CONN ANCHORS AS IMNUFAMAND BY LT.w. LRAOM 6C. (Mk V, 31m2 PAL) PREPARED D ft. <br />mxNL COHL t/rr- 4TL0. Yt w/ //4Y- 1'6.5. MLA w/ <br />M� a1Na NUT AMC NUF <br />) <br />i <br />( <br />_ la STORM PANEL YARKAM=n LAM SMALL K LOCATED ON A REAORY MOORE LOCATION AT = M PANEL N <br />'14- OaPAtELMAR KFEMM.Eq !°'PNELLNTE PLUS AMSDRS. ASAS WMFXIURM BY TIMMIFNCTIREO BY ELCO CONSTRUCTION FNDDLK.T'S. <br />+ <br />/IYr3/D' <br />rN ?fqy M71ER a is I/2' aC MANES4 taII31/1011D) <br />M) <br />I , <br />, <br />A WIAM SKIM 1706.0.3 OF FLOROA BLUMD COOL ONE LAKL WALL. K PLACED FOR rAw OPEN" <br />(Fa-0S50 W) UNBtLMN TO COMPLY WIN SECTION 1709.92 OF THE FLORIDA StM.WM COOL <br />Iwo ANC i iAR1F YSiMp (Kl ' t <br />Doan • r or- ' / 4'I 11000M • r O.C. 1 4Y TAFCON • Y O.C. I i <br />! //11 1//22'' MN TlOF/aF0 i <br />_ <br />'4 7 , 3/34• WM MIT 7 ■ 3/32• UK MR <br />At) MOM EIMDYEWI OF TAPCON M04M NAO POURED CONCRETE SMALL K t 3/A• AND 4• FOR MW.M1TE <br />1 i I W/ STD) W/ sru" ` or PLfIItlOtl A taDWOiN i <br />w 1 1 W/t /!1 OF P1/0E <br />YSt4 WOOO Y.4' W000 <br />S i MApEN1 a 6 1/4, O.C. a1NEJR • wvam) <br />1 <br />FIMU At FAMELIMNE �'N <br />DDOMMER <br />ONYNmD <br />OF PLATE OF PLANE • t10oD PUPAE • WOOD PLATE <br />/,4-f0 FVNELIYOt ` - ,4-10 Mtk1MAE <br />A2) MINIMUM OF 1//7/6- CALK-N AMMIRS 94ALL K K 7/6• INTO COMCRETE. NO EMBEDMENT NRD <br />-TEQI IWDW000 FIRE WOOD PLATE <br />larb- 1/4OF, w 17 i 6 t/4' OC <br />THIMADED NIGH <br />ANY P11N5lI WTEAML s/slLl K PERMITTED. <br />I/4' 9-20 SS SMVIX BOLTS USED SHALL K LORD ENMOKSHOUAD ANY F1NKH MATERIAL. DUO TO EACACE 3/4' <br />AT <br />AT 11OWIO1H OF PLATE I MAMMOTH OF FOE <br />IRO NDIDRS <br />A <br />SCALE 3/r-1• <br />NamPOOR. <br />�T• _j <br />A3) N CASE TAT PRECAST SMNL PKCAW COMMM PANELS, OR PNES K FORD ON THE DOING PALL Oft T1' <br />WALE 3/r-1'will <br />SALE ur-1' SCALE 3vI•-,• <br />�y� p, Ti(4�PANEL <br />ANCHORS SHALL K LONG ENOUG N 10 K*M THE AWN SARIC'TRE BDMD SUCH PANELS, NONSI SE SNMLL <br />K AS LEWTIED N A1) AND IN A$). <br />c fib. 44187 <br />./� <br />. <br />3/6 -1- ' <br />f f or 3/D'-t• <br />(B) AQ FlttstN s oDNr 7E BLOrx aut <br />%WAE <br />J.. FLORIDA WADING CODE h Y Nurdowa iOnl <br />� JGEN <br />FLORIDA B(IB DBiC CODE YNeai NurN(oaM =OM <br />- 1/4' • TAPCON ANC Oft AS MANIFACTAXIM BY I.T.W. BLA.DE2. BC. FLORIDA 91NLDBiB CODE NurNIa,TM <br />I. N4SMiLAT01a ARE Omar MAID FOR 6VLON4B6 HARM AS.a OOIMI LONGS <br />UP TO +sA, -72A PEF AND PA IC.'$ UD46M U► 10 r-6'. rIM itaem. IC Fl. <br />1iD• SA BABE OALYAI�D STEEL STORM PANEL <br />l� Np 44167 am 1LWle1. M1• '� OAOE CAWAttRLO S,ED. SiDW PANEL 1P <br />aA,Wr s,: <br />- 1/4' P K 7/r CAR-K AMCH01M AS W NACIIRED BY DECOCT INC. (11 n1 1500 P.a1.) rsm ATNF, In N <br />FEMME '•. Aj 10 OAOE OALVANLZED STEEL SLOW PANEL <br />:�T WAN an <br />4 Alt ,EPA tIO00 IA1E E0N6NNRTJDIE W000 MFYBLa4» BE SOIUNERN -• <br />t. NISTAtLATI0M6 ARE OILY ,MUD FO1 NRLONN68 WRH A.0.D. 0lWgN t.OAIDS * �* <br />* •• <br />- //M10 FWNFSWTE 0 AND PAN LM AW PLUS ANCHORS, AS MM°NFACTURED BY EL.OD CONSIR=M aRa <br />PRODUCTS <br />PNE N0. 2. W/ SPECK DEWIY OF OM ON EQUAL L * : PROTECTION PROGLICTSI LAC. ~� <br />s ATE ppIH1fMY.Ya 1P/fyfM1 <br />PROTECTION PROOIICM LLC eac <br />P ) <br />/t mmAPLIy.H�e <br />(Fen-4O7/ a.l II. E <br />P��� r^�•�"•'t �•• W <br />O <br />., I L E EMIR._ <br />NNE. HM aw 6, law <br />4. FOR tw1oD FRAME CONs7RNL7101! W0w0 MEMBERS TO 6E SDIIRENI .'�•• <br />PACE MO. 2. W/ 9-00IO DOOM OF OSS OR FOIHL 4M a.E st NIHT <br />oalo <br />•Sc �Vnm <br />Y IMk. ws u a St <br />°PAL 0. AT4 <br />Q� <br />�'_ _. xa r AaaaaaM� ,WHALE ae4NN Leo �'heQr-MAN 20-t76 <br />..fc .�-._. woes NWAII�A NCAA (g4)Mr-a6N 40-17s <br />pr.NIM-ARK Woc PrgM-oM 20- <br />-�.. 3•�.- `.-.. -.� AH 00 <br />1 m L 1. m t l N IjN 1 6A1 ■►STON-POELS <br />an <br />3 <br />(LOYAL PER <br />(EFFEC'11YE <br />• Ow <br />Hoax2 WALwIIaD sm EDGE <br />III 2.oDY .4 , IYP. AmI A-W �7-�' cLow NICKJ �_qk- �� 2 I 2• Nta 01N,EMON IRtD3 (aWp <br />+ OW NM6y (MIOIaR PARL) I.L. Pws) <br />1 GAME s0 MMYW MAL `1 , am a 7. , amN aFE TOTE i, . apOW 4 I i 4 <br />"------------- 4" 6-/D WW. -RNA. I � <br />1 7 w w/ WI <br />Q IFOUPAMEL <br />4e z 'L• <br />O Ilk 'h' TRACK © REVERSED 'U' TRACK <br />• _._) <br />La. atE IS 9 <br />Amm4w:/ <br />Y Mis,S �N,�Aa W/a®. ® ' a owc ° 1i>° a K A{AWTM°�/D" 1r ` lME°P,HMMpE TO <br />,2S' - '01 LMLMIEN°'t�LtFF TO K s�Li60M= ND11 M °OOEtDOF sIITOM T,K°a'A <br />�' .' r J 't tHNa - t ORION! OF STWJMURL E-Z MANG STORY PANEL SYSTEM <br />,/r a- w I14• ar. CAP t/r YIL WM V4• N- OP <br />Pori <br />op <br />-it <br />ISOMETRIC VIEW DETAIL A 2.000• 2 opo• -- <br />RDUIDEp T:OAtER • ENDs OF PANEL'S I ( -0-v er wo (D' <br />END LIP W/ NEMMED EDGE ' • .7D0• l A_A SECTION R-R v i{T !!O RMIDMi00'w' <br />(KTS) I I .1 r aLra 1VPm' - t• Iw : mu ww -M Y <br />�2.000'--+ ( 5. y�-�J (I} MFNB OF apBL,t1- E - Z IIAD STONY Pan VICTIM CONWM OF PANEL + <br />(t), E - Z HASTORY PANEL SYSTEM CONSWM OF PANEL + AT BOTTOM W/ PNELYIITm L'''"t PLUS OR 16' LOAD <br />D <br />DIM. TRA UL 1w a BOTTOM.PANELS4 '.I' TRACK 5 (2) j)ID PAEls SNMu a3Ors K eoMMEcrED To BDnDM TRAac DDENWIKE A sroP BALM u). END MTM SMALL1, ADMYS K C011 Is O e7G�IlD su xw1 Or <br />MFJAK Of <br />O 2 xS iY�Y•-i ALLAY. ANGLE Q1J sNMt K HALL ALWAYS <br />AT TOP OF ECT PARls. NMELADESCOIO64EOrTmUaD r/ w 5 LION . A _M Ar L ED MtEls <br />A 1 4 SHALL UT I 4 r- 4 RO W/ 7/'q]� <br />Bob, n Akan. ALLOY ,pY-20+3 4• MS. w! 7 WNC NRR OR ,/CsrS/.• Ah THUMBSCREW 11� MPkkT (3 <br />�r.,25• (>). w END ARE 1RACK TO TRACK. MMCOMNECTDMK SMALL CO = OF OESCAKFD DMi 4 H PRO T AS <br />Nro BOTTOM K FMTENETS AT ETHER OF TWO (3). TOM Gaff WADI END PANELS ARE I1SE JCMKY W/ 1Y LONG IRAC�(. p AT <br />WLUR FLAT FUIDES Or END PANEL. BIJT END PANELS ARE NOT CONNECRD TO BOROY TRACK Ia) 7L STOP BOA <br />(4). N GLEE I)W ENO PROS ARE NOT CONNECTED TO BOTTOMBE TRACK (Lr• A STOP BAR SHALL K PROVIDED a TOP OF SIGN PANELS. <br />iipppp)) (4). FAR OWM LAM S WHIM LAD PANES AND SOW WVB M PANELS AM DRECILY <br />USIIIO SPECS AMIC%AON IDLE (3) Too A°OYL. N SUCH fbN1ECfDMPANELS OWL BOF OTTOMM TRA MOUNTED i 70 ENOW JONRY SIwLL71Y1C11 B(��WATASBOFTOMOFF M Bs1TON RN1RTRACPANEL, <br />To IOU <br />t0 BOTTOM wMCI MAY OCCIt AT ANY FARM LOCATON. MAY M 1K SEEUgiEII SWDMD 9FIOWW ON ELEM{1DN AO w 3 1 2' CODE 04pVRi. FOR IRERRR FWMEL H3ED r w <br />4 .a�T•';..:j (5). SEE SECTION ,'. J' k 4' ON SHEET 24. SEE ANCHOR SCIEDUAE ON SHEET 2S. LM6p/I1T, 1 J/ pp/f5 <br />n LOSS• RIPJ `l•.�''V"-'I •t7 �p T'/�� SUCH THAT yK CpFNpE�CTEL�gDN6T0THE LEFT a fma SFm"_c Q Aim R�KT, JED <br />Ali m�'!' P•t:..;Wj THEN OWMPS RETIWEBD M �. <br />NO.441 <br />J t; 67 FLORIDA WN.DIM CODE h 1Fst6D IIIIYTTOOM Zeal �A:'vCEli FLOM BUILDING CODE h 14 <br />780' $i ATE of Lem nnsa ec 20 Cm O&VANIND STEEL STORM PANEL NO, 4 167 aNN01ML»ca Nc 20 Ow OM.vANM STEEL SM <br />3• Mar. aGLOBALSTEEL s ORB PROTECTION PRODUCTS, LLC. r' a - :, STA .I. PROTECTION Pmw <br />O'1N3' ALUM. ANGLE a b / •• ,'�, ' OF o I L E WR OwWK K F„WD NNgsM4LRL rAr aM,eW <br />adBA� O aS1S�AB y AL •. `. E C O IMB. SSTs as n /•• 4M mx 51 ae1LEr <br />IT* LONG IUxIS. R ,. �'••. LQ o ; . aMc ri a»t4 <br />6063-TB Ran. ALLOY ►j. w01t... WM+x,r"' 111O1s WN)m-Ta4 rac pNMFF,MIT CA-GomMr 2WAMN N�•� SS�QN L • G w•• • aw''w +AWN ww1 <br />FAAWWWVDAlt"' .A "�IL4 .a.:uE - - - - -- .Mal - <br />N <br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK <br />M!ILa°Pam <br />�R,elWt1, 4 elr NN{ 10/IR[�� jai <br />'- --� Q��ira s6ua �axRos '0 \ eA� <br />t � __1.R'1--05� <br />t 1 i <br />1 � <br />t I <br />M m ,alalac ' if <br />1 �M <br />to a�iAffi I 7 <br />I I <br />1 1 maNAP <br />i <br />I <br />t 1 <br />1 �y <br />o- r <br />W <br />s <br />aIDA4 3H-1 <br />8 �L• <br />7Q rNLaa9gM HWMaODIt FOR <br />ML P jw WW A 10 IPA apA 1W <br />• AIa . (M Q1 Tfltis/1OL1' F(Ovta. 10 nraW �®00a <br />A tWm a ,lee a <br />IaeILA10„ tWL a alRf >a. <br />mF a BOTTOM YMARIas ON WE <br />COIBRd W MM M 10 sWr A,N <br />Ca . CO OOMKN <br />�a� Ea <br />•6--r <br />N <br />N <br />C <br />� <br />N <br />C <br />co:)- <br />� <br />� <br />"0 <br />0- <br />� <br />Qto <br />cV <br />- ,5 <br />cV <br />t•: Q <br />- <br />m NV <br />1'�' d <br />.!2 <br />C <br />tp O <br />H <br />tV ,C <br />•Q <br />N Y <br />N <br />a <br />� <br />3 <br />A <br />� <br />m a <br />u m <br />•d <br />� <br />a <br />G.1 <br />i <br />O <br />W..cn <br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z NANG STORM <br />W <br />O <br />U <br />K � <br />� <br />m <br />LU <br />Q <br />Z <br />Z <br />Q <br />..I <br />a <br />SHEET N0. <br />SH 1.2� <br />