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PANEL LENGTH FOR POROSITY OUyDTGTIpn. <br />1 INSTALLATIONS IWO N70D ME LOAM 10 t 95 a GJ MAX. ASD. DESIGN PRESSURE RATNra <br />1, IO ! t1 IOp MAX AS.D. OESIMI LOADS • WIT. PANEL, LENGTHS FOR <br />�Q.�j. -KCI [% SPACER ' IS USN. <br />' v FLORIDA BUILDING CODE Non Nigh YNoo Nurrlcon• Zonal <br /># I' D. MOIST i P"To "re`'o' 24 GADS GALVANIZED STEEL STORY PANEL'e,. <br /># ; <br />�'', TATE OF C����* IL E C O END. GLOBAL PROTECTKN PRODUCTS, LLC ei pAi� <br />ry� ..... ' \�kr�y,• `�'% •av ..r T. W.. 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R[DI1Ci0 S►ACJw aTAMEo Ir•NO FACtM s <br />r10T K 1E36 7HW Wr4uA1 yACJlla •r01Grz0 FOR [Aa1T ANC/TOR IrIK AT <br />ANGIMf LDOdD. <br />AA�pAelh <br />rAroa <br />P"�1Jr'A <br />LYX-r <br />WA Aron TRACTS p,.) <br />3 <br />, <br />T <br />1 ,/T <br />MIIO•TAO awW (K) <br />] <br />1 <br />] <br />l <br />'u w.r pnrW. eNw P,J <br />, <br />. _ <br />IIOeK fA <br />/Na01 <br />!• <br />ILO <br />- <br />t.m <br />Y <br />--_. <br />COMPONENTS FOR REGULAR LIFE SAFETY dE E—Z HANG STORM PANEL SYSTEMS <br />(SCALE V2-,� <br />- .15., 23• (70TN WIDTH) -. --_ _.. <br />- z.ler - <br />_----12soo• (vrfc7,vE WIpIN). _ _ _. ; I T2o0Ia - •'9s• � ,aY-2P]p' <br />e t/1" (TrP) __ � .17a-... las' M ANGIt. a Vv <br />1 1.230• tfe'+� - M • IS I/i D.C. <br />.Deb1'� � fYAY tE KwtS[0) <br />�.,1,_ ` .1.350' - .- 1.190• - -. t J50• - �1.300' 1..y.,0• <br />�`' /F '-t I � r 1 <br />l t, O.OT•• 4M. neck (8) '� h ,_ � I J�J7s• t.f7,• ,.SIOD !A <br />)IEM4ED aALtAl1e2N 57L6 ',.�. 61' �4 <br />h <br />[ort ABN Les] TYP. 1 t000' .Der �,. o1r <br />GRADE so LY11MM NEYYQq moo- '' Stara r -_T <br />I 2.,as• r <br />EDGE •,' , Ue•• ,.300•--) .-, 2�' 1 <br />_. - _ DETAIL A <br />- - - - - his• - � jam) (TYP.) <br />Q1 STORM PANEL _ - - <br />t.3w• i -- 1.330' - DETAIL A- l.. - 2.000'- _� - - L <br />PANELS SMALL BE MSTAUiD NMrs - 2.1er•.. _..- <br />a Jwln 2O "N" HEADER 3U�' TRACK O4 ANGLE WITH STUD <br />A�"t 17a A tuT�poEw <br />J; ' <br />K pArr(L 0.021• (MVI.J <br />� , <br />,—�-,r• GALVNa7m SIT El <br />wNnx rAa Ear /� "I ,� <br />R/ IQAIID fDaE. / �� I J75' .T70 <br />/ r �� t0.05' 'i I�l` <br />�' /� u3• t.a7e• J <br />��-�_��'/ I ) �-- fiw• r.ers o.37s• 'rc17R( o.2w'P <br />1_ _ ]ao 1 OR <br />1 PAKI •� <br />- 2.2w• - i ISOMETRIC VIEW DETAIL A ,lJ:1 N ' e 27a•- <br />`' ySjr . <br />-, - <br />L Z!D'! ROUNDED CORNER •ENDS OF PANEL'S r . IYA .Me' <br />{{{ <br />END UP w/ NE4NFD EDGE 1 .nab' t25- <br />toe• _ _ <br />i fN.T.S) Jlb• taplr�tF � <br />_"�'�� <br />FTMA6L 01•GTp1� �i�Yt-1 <br />I <br />a.500' ! ' (� <br />Jam, ovl• oft t.7so„ (�) KEY HOLE WASHER ® KEY HOLE AT PANEL <br />.07]' (TrP'1 SIDS -NISI NUM. A <br />INTO <br />INSTALLATION DETAILS <br />POURED CONCRETE <br />FOR REGULAR PANEL <br />OR CONCRETE BLACK STRUCTURES <br />NrnBW1re coNcaE1E <br />Ct� <br />ANC)gR5 LOGIIGE <br />CONCRETE ANCHORS <br />(SEE SIOHEDULE ON <br />CXI$I'INO POURED CONCREIC <br />(SE[ SCHEDWE ON <br />SHEETS 9 111R000N 1D) <br />Gt13Ti11G POUWEO OONCRFIE <br />Oft CONCRETE BLOCK <br />SHEETS a T)e1aLlOI1 10). <br />OR CONCRETE BLOCK <br />REOUeTED. <br />,}� <br />REOLPRED. 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PANEL 1E11G[N <br />ETumw1r i i <br />CIJS$ <br />� <br />E D <br />�% 1 (srE xI+EDIxE <br />1 DN sl¢Er 3rr, <br />1 1 <br />1 � 1L, <br />r-]ar• <br />AMsq R r <br />,y� ! <br />%',r' / / ' . <br />N <br />Q['.��,J /� <br />v I -! 1) <br />� �'• <br />L� S[vAI�N1110N I O W <br />-11 TO DLAES. 1 �9CNEDUIE <br />ON SHEETS <br />SCNCOUIi I <br />1 f <br />( <br />f 1 <br />DM ra rMfE <br />uINIw LIa T'-n <br />n�(SLC SC/KDUIE ON I 'u�aoLo'• <br />I (SET /+.._�,,. <br />1 W SIEfT 3) I �a eon r <br />SPKLA F <br />A ' <br />[ � I <br />1 1. � <br />1• �^ <br />� PANEL LEr1OTN <br />( SEE SG6WlE <br />.� I Nu <br />1 SHEET 3j (Vw ,aI r1Nf1 <br />I �' .Y I71pN+ NIFR F-eT <br />I <br />N <br />1• MOP. I M A ItreL <br />PINCL IENCnI j - - i '� uvatN a'p, [� <br />I GN SNE[T 3) <br />1 <br />/ <br />(SCE SCNEDULC 1 I[BB/f�f <br />'6r I <br />1 SEPAMTwI/ I <br />_ I <br />�� <br />( <br />i .. <br />v � � <br />� <br />ON SNCET 3) �.S'St'�'-i 1 <br />JR � <br />A. <br />i _ <br />�ISEE SI7YEDULE , <br />ON SPIEEt !) 1 <br />I <br />1 i <br />'�'/ <br />� 1' <br />MAX <br />f\1711 <br />-- <br />,. <br />/. <br />ED <br />.. _ AI, <br />y / ,, <br />I F' \��J OF 1' <br />i RANT <br />I <br />.- <br />_ ya <br />1 -�� <br />I O <br />I � <br />I Eb � L' <br />1 <br />e •j 1 • <br />12 1/T• OC. 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L.D. <br />SHEETS 9 iraplGH 10) <br />_ <br />$MEETS 9 r ,0.) <br />,��Jj�G AND ,FJ,QQg„�Q�� <br />SGIE J/e-1-1� <br />SCALE 3/9-, <br />W LL MOU NG jDIRE�CT MOIU�NT�W/SPACERS C9i OR �vA <br />sGV.E 3/e-1• <br />NN111111111HIIly� <br />A D[(/l <br />Py1�P <br />v •^C ''••� <br />ELORIDA BUILDING CODE Non NI h Valoci Murcleon• Ion• <br />0. 4* 1ST •: <br />� <br />01010 'A'[0D' P` 24 tiAGE GALVAi1RED STEEL STORY PANEL <br />E.D. -EDGE DP3TANCE <br />BINAl10tN <br />OTE FOR OF N <br />AECI10195 <br />* * � <br />' <br />$ ' <br />3 •q STATE 0�� � - <br />T - <br />�"'n, <br />or ro/m1e <br />ROTECTKIN PRODUCTS LLC. <br />I L E C O INc. IOBAI P r Nat <br />(SEE SCHEDULE ON <br />$MEETS 9 k 10) <br />i0P • BO)TON MOUNTINGS CAN BE <br />COMBINED W ANY WAY TO SUR ANY <br />p0'• F( P <br />S' .* DRIO <br />4 •�G�.h'�✓'XG' <br />"00oNc`,r,1.11]sT91,la* <br />� a r r�—.�a n 4'w 20-175 <br />WSTAl1.AT10N. <br />{L• ,. <br />'L4,t,. fo ••• �, a f <br />•rA <br />+•� W) m-,Me r.. na,AN PnoE. lgrNeP-TOM rAX: �� JHT <br />DMIIRID M <br />NIINMI lUQ/DAR <br />CJ-0mX7tt <br />BILL A 1Ain A. P.E � n'-w IIIRT S G N <br />INSTALLeT10N DETAILS FOR SERIES 2000 dE 1000 E—Z HANG STORM PANEL Cti <br />INTO EXISTING WOOD STRUCTURES <br />-- ,/IY lK SLTtl.Y15 • e• O.C. rJ <br />- , t/a' YM inREADm PDI[IYIgN J <br />�: i )RCDI%RED <br />• .� ,/1'N LAO KPEIN$ • e' D.C. W/ - ,0 ETA>Irlt r000 NfAi)fA I/1•r LAG fOKlrS • N' O.t «/ <br />I I , ,/a' W+ 11MaA0La 9[NETMTKNr I I1MlI1T0CM ON lDGS , ' 7' MM THAe_yRD r1NetMtAlM <br />10 171bTtNo 11pDp HEAM.R — CR /HID YNX{I 'N. <br />. TO R NFAOL <br />G•+. 11•I' .Y.S. I' <br />e 1 $ E <br />.. -r a OID Dr (,}) � I - T/1'.-xN�+' Ys <br />�'� a cwd /lhl• sui. 1 a L;wu wJ i/e s ]T-..rc <br />• u [Nap 9 '�� <br />5 . 'ti __ NUT o i o.c <br />� <br />'T t .•. � n.nl tar sY.a T r T/Fi e• a c. <br />i 1,CREIS6 • <br />i F - 1 01- . •tMV •u[NDD x ]//+ MUss t ]' Wn <br />1'• .J I ) <br />i �' r (TEE Q[iAR I/Ta f .' - H[Aa Y3. YI �7/eY+]/]7• � E 5TwG ■0aa rRAOERENCIRAn1N <br />',';' I. rnrz IA eDOM1 � _._.._ m <br />w�j IRownN I' . <br />,• cv <br />!( { Genl T.I <br />!/Ib• Mum POD qMi etht' SMx 1 I _MDT{, 7!! 9[E0R) <br />j S - -� �IPYC•�N Or [N.RY ® , . FA [IA M O '•-� <br />1 <br />N A I <br />i <br />I ) r 1 e[fAx a i I �WF� <br />f6[[ J <br />—\l � �1 <br />1 --r.� � <br />_NOTE to ettLW) 1 1 <br />Lt _ Haw NrAor• NEONncD / <br />Io ] lJ,e' Yn. a'. 7P..!/i k' YJ 3CNW Y • � 5 <br />/ <br />SLEMMTIUN / % ' <br />] 0 +e' MN J.S, r <br />/ I 7 •a3 <br />31rwMItDN � ,//, A.zl /.• � to rsuss. I r/e•.al�]]' � wiw Hui i ■■ - <br />, 1lS r/] a h.3/3T' •nIC i • j` C <br />r0 Gl.� ll' Or � L+ <br />wNL NU • rt CMr•' OVE%.V � ] r/e' w <br />.- I 4 <br />EVFRI OYLNI/1 A —'-R➢NNIMIN— <br />I <br />� <br />) � Y/// N/W/ 10 C1IF1. 41'Flo.]vJ•' W <br />iSCPAHA1tX1 I 1W11C~If/t • � I 7 h]/]: P�I <br />/ <br />W)I <br />( p� � 10 OtAIX I tKRr OVERLAP b I MRr OrEAIM <br />I a <br />1 <br />r RA, <br />3 <br />p <br />1 w <br />ll <br />�� " f . � i'I I � yI S d,N r <br />- �I ,�, <br />.� �� _ i - dM r d b A� :. <br />_ <br />I ,/•Y-70J/1• Y.f I ij gq N A 3 tbnf 81 <br />I fRi7 <br />I p rlTli <br />I u( <br />•,'ac <br />] <br />f� <br />1 S.'s 1n <br />- , 1'1- .' Yc «• , •'1 PAraWAR FEYAl1 D 6 .. <br />W .) 'i <br />7 \ / Wrz us r / DANr1 M 8 ]] -•NTT P 2 / <br />e , If.Y-;p,]/ Y.3 <br />I.. � <br />11I- p3 .' 7/a' Mn TNAFAOID <br />'� L� i� NUR to e[LOR) ..�-. PLy6Mrl(Y.• I] I/T' Lic - 3 0 : ) w�]/e ../]/.T• WNIG <br />,• <br />I/1't tM SCR[t15 • 6- Dc W/ -10o0 TMA�C`REOUwED i/� ia�1 S� .. :. I .� , Za0 tlwYestRCw IS2 <br />Y w, 7wrAoer P[N[TRnrbN • t, NCH[ r. IIRON) <br />WDr� p P1Arz AT IENrtx W <br />JaOo M1 M lW EDGE I'wnjaOCR(Yy I` fNR! to a[lOR) <br />� � e 1/•Y-TOR] .' YS. W/ 7/S'A•]J]]' 47) �t•-10 PANFIWR MUStW( <br />�,]' <br />`y wWG NUl Ot <br />7/e' Yn. /'C/WTRA1VYrI • 7 • �y'/1�eL� Cow. <br />9fN 1000 ILY� - ' <br />I/•Y LAG xCRI'•1 • F' OC rJ ' ' t/ Ma SCJa Wx r 1' OC M/ <br />Wn fT) 2-H' _T• W„ I IJ]' Nn MR(Al1LD D[NCTRAIIaN Wn. (T) ] ,. , 1J]' YN irMF/„'i[p P[N[TM,MM <br />raoo R REauwvu ALTERNATIVE 2"W • ,IpelOrH a Pun <br />woo FIAic k[au%an <br />SCALE i/1•.1• MAIL R[Oa1R[D r1AT <br />?CJ( rLA1 nA aN CDa[ -- YM S'..' PaaO nAT pl QN [00E <br />i��� <br />AL'TERNArnE , W _ <br />SCxE ,/1 - FLOOR TOsn MOUNTING <br />, <br />WD� I: ALTERNATIVE 4 W <br />,. WSTAI]ATX)N5 ARE pAY VALID FUR fl/I1.pMG$ MITT, ASa eFSIGN TaADS '- I, 11 INNHIN, SGLLE 1/A•-1• <br />, 'W <br />JP TO ♦e6.0, -73,! MI Aw PANEL'S IELGM VP r0 5'-10' v�__ NN l RNATIVE 3 <br />e - A: T,`[/r SCNL 1/1•-t• <br />T LOP NEW IIWO PRAYF C01TAtrCIDN. WOaU Y[A•fA5 ,0 RE 901J(MRN a��EA <br />PWF Na. ]. W/ SPECPTC DEM11V OF 0.35 dP EOlA4' <br />GEM •' ✓,p <br />-`��� <br />' � SIFN'''.,•�, <br />FLORIDA BUILDING CODE Ni h Vtlocil NuMcan• Zone) <br />SFI SKONr�1T%%y� Nwl RFOUrRF1TW71,s r01, I Or i�aP IYR AT tuD ,u ; * No. 4 ; * � `]0�L nRLA "'0 20 GACF f.ALVANIZEO STEEL STORY PANEL � r, <br />MC <br />MAXIMUM PANEL LENGTH <br />MAxtMUY RSA. <br />PRESSURE RATA'D <br />CDTwRETE r WOpp <br />OQfALUTDNS t <br />li <br />_ ?So <br />,ao - - <br />tY-0' <br />- r r e_ <br />I1'-1' <br />ro._P. <br />!SP <br />Lao <br />_-- u o <br />s a o __ <br />as o <br />es o <br />Tao <br />IO 10' <br />IO'-a• <br />� )o r• <br />9 e <br />e-. <br />P' <br />_� <br />_ <br />P r__ <br />e r <br />� e o <br />r-e' <br />_e <br />e +' <br />e -0•. <br />T• .- <br />T-a- <br />73o <br />T s <br />e-ro' <br />_ <br />eso <br />vo.o <br />u.o - <br />r-o <br />e s <br />e e � <br />6 s <br />e e <br />e T'` <br />a-o <br />rr' <br />-� raoa <br />r030 <br />rroo <br />I J' <br />_! <br />S e• <br />s T• <br />I re e <br />- — <br />s'-s' <br />MAXIMUM PANEL LENGTH <br />LE <br />NAXMLIY AS.D. <br />MIESSUESRFIG MifIG <br />♦ a <br />,XYICRER r WOOD <br />INSTALLATIONS t <br />L« <br />JOG <br />e <br />ro'-ro- <br />1'-P- <br />,a.o <br />•ao <br />v-e• <br />v-n• <br />Rao _ _ <br />30a <br />_ $a.o <br />_ �IQo_ <br />e 1_ <br />a 7' <br />s � <br />a o� <br />e'-r <br />1 9- <br />7 9- <br />7-s•_ <br />Jo.a <br />73 a <br />eao <br />] s� <br />T - . <br />J <br />r -o• <br />a w' <br />-1 <br />e' . <br />e•a_ <br />es.o <br />1 0• <br />e�J• <br />_ <br />soo <br />9sG <br />f 1• <br />a r• <br />e r <br />s to, <br />s r <br />S .' <br />$-r• <br />_ _ raoo <br />a J- <br />IOeO <br />Irao _ <br />life <br />a J. <br />_ -__ <br />- r-e' <br />�� T� <br />WONT <br />HEADER <br />ILFAUFA <br />1.3'1{7 3' <br />,� <br />IAKK <br />T }yaA <br />, /ENO[ <br />pMD-0VI <br />.= MIX <br />- <br />DIRECT NIpJNT <br />•e' <br />]2' <br />Ja' <br />JS^ <br />SS' <br />_ <br />SO' <br />w' <br />♦ <br />IS'X1.5' STUD ANGLE <br />3p' <br />32' <br />•7' <br />Je' <br />3f' <br />a <br />Y TAIVCK <br />Vie' <br />3Y _ <br />' 3a' <br />•T• <br />e7' <br />1 <br />W 4RAa1 - <br />w. <br />�. <br />1'--Sa' <br />>s.—i <br />f0• <br />se^ <br />se' <br />INTO WOOD STRUCTURES <br />w000 ANCHORS I I (F• ro W Ss. I (1 ) <br />A� <br />sl�[ETscNEDULt ON ./� v.-.-TOIGO j _- tOM i Es. •ats W <br />,� aR SHEET 3) aoL <br />) � <br />I <br />.. � � I i�l� _ � __ 1 1 - _. I 1• PAPA. <br />' I ;�+ Exlsnr� 1 - - -t <br />WWU N[AOiR •i( � A'000 µCHpi3 j ASS P (�, (SEE SCNtDULE <br />_ <br />... _ _- <br />RCOUIRED II, ' (Sf[ SCHEDULE ON .I,I . 1 E I _ _. ._—:.w.: f ON SHEET r iY)R <br />--T <br />/ <br />��i <br />SN[R 11) _ I 1 501E S"�" <br />T <br />'� � ' '. LENGTH - � LI J MAk. <br />WOOD HFJDER I <br />2 �'I I REt)WRED � I ED I <br />1 - <br />I - i _ <br />' I I J� E0 <br />! <br />�(-r� ! I — � I � /• RANT. LONG N.IxAWUM SPACERS •117 t/7• <br />"lJ ; � �(� i._. I I `,� _ ®D.L. (SEE CABLE „ DN SNEE7 ,,.) <br />I w^ [ I SEE MOPE "BELOW FOR IIMRATM,N15 i'OR <br />I -�� [ 1 1 't.' WX. 1 1/l• LONG SLLfVES. <br />1 i0 CLASS. � PµEI <br />I PANEL LENGTH j I LENGRI <br />1 <br />(SEC SCHEDUIP 1 (SEE �(NO(ICE 1 I f (SEC SCHtOIAF <br />ON 4HEET !) Y ON SHEET ]) -PANES MATE FEYKE D OR Pµtl MAre <br />� � PLUM (SEE SGMOIAL ON SHFR tt) <br />I /••^Ar, 011 SIIC[t 3) [-[ i � <br />1 � - I a u R r 1 IAn �, 1 I .. <br />� r ; ra�ol,�ola •h <br />L� � � � - PLATE RCOUIRED -.. ' <br />f GLASS- (� E _- 1 i <br />� <br />� .. � DN SHEET s) ; 11) DIRECT MOUNT W1 SPACER �JI <br />I <br />I-- f _:- , -; � * I ALTERNATIVE 2W' <br />�'' `- 1 <br />1 ! -. L_—_. J e 12 ,/7' O.C. SCE TABLE /t ON SLIfEP Tt FOR MAX. PANEL LENGTHS k <br />[fM TOMS <br />i I D50E. � MAx A3.0 DCSRRI LOWS INSTNIAT.l1N <br />� I <br />I - 1 I �.� YAx. : <br />1 <br />_ <br />F I <br />EjO '. <br />� _ WOOD ANfrIDRS � Ik ]MP (ATE: I <br />1 1 � STA(SGFRED W/ SNO <br />_ <br />- ' , - - - - � � (SCE SCNEI%AE ON SPAmr M MY N , ,/2• law N: . <br />1 li .._. __..__. .-__� <br />.. _.-.__., I I SHEEP 11) (,)e•TNlMl011 B TYRO A A GIE lLGW •IAIDe.pe MIN 1!'-0' <br />' � tk YOTL: '. 1 � - , MX IlMlrl Ip01 rlOprF (1NY p 4 R®IRTIDM FROM IFW <br />2'%•' WOOD I <br />PUtiE REOUIRCD � - <br />MpOp ANCNpR3 ! pRft19 HBRFI PTAflpinr elMuim ok EIrRi' t,). <br />�� •KA' <br />:i <br />_ WOOD I (2) NLlplp 0dC TRAY �1lOielil M PWWL WR IpWF O M <br />I STAWiCRED W/ STUD 'O,I YI�IQT ��•, �p I �.�. .. t <br />ii �LATC RCDUN7E0 NEILL Mn Pal!) 1RWL eF LWC/D YAXfAN AT e 1 <br />5� FTSCi1E.WLE ON �g�M[� 0M10 M[ I ,. .. I (� W A A[in•C71011 FIDY 1f IJ%• aC. lACA10 NAOW[O IRA <br />I 9rQ1 u. <br />(I) IIAIr/W A90 OOIOM F�eK I <br />M7W • •ea -fe Par I (JI IIAL H 4N PA16 10•M r Un<D ro N' M ANr OP[Ir• <br />•. ,,. •. G) ITyP.,wAI sot MIWA It1191H B I ; �!� � ) nNM IARuoL PARa ivanp NLwm GL <br />�AL1., �C <br />I Iii7TINf <br />I � OU � <br />I (`)'sloop IOwNIFrNL�i, Wi,oM <br />-� <br />BALL MDU({TLNG (s) elo•1 rNln errNLMoI r aNY or�01ijLONG r f�Ncu BUL I� <br />/ WTo AN rAenro II00D rRALt lNu1 I SCALE ]/e-1' rAID FaR ttlw 2Gd 1. E Aw 3 N Orffl•Im F ASTr <br />I <br />[���Tl�t� [-1Nf SMN•MID Mil M Elan f11N EOnpN) a M rIL1AKA <br />(', <br />SGIE J/6-t" U) IIIeWIAllp1 V,rtp par rOR IWIO e1rLe1C O]0[ <br />I <br />I <br />1ftP-O► <br />FLORIDA BUILDING CODE Non NI n VNoci Murrllom Zon• <br />I F A wC. rl. <br />NDIE.F"R r_,.^•wv!TIQE( OF S_FSTIONS: t INSTALLATION ARE ONLY vALD OR MA%. .5.0. N0.4416T '; �01R1i0' 21 SAGE GALVANZED STEEL STORY PANEL <br />1 ! NTH s - DI11•Ir M: <br />N PRESSURE RAT NG .9. AND PANEL L£ G S - <br />DESIG ) <br />* <br />x P F a <br />A V-R SCHEDULE$ ON SHEET 3 E CE T O s m I S E T P 770M MOUM Nf,S CAN BE ( /7]noro <br />0 A BO rF <br />COMBINED IN M'Y WAY TO SUR AM ALTERNATE 2W') i �'. STATE OF`-' ': t...:z�� IL E C O INC. GLOBAL PROTECTON PRODUCTS. LLC. wn. <br />INSTALLATION. '3 °� •. F[ORID►'-' � p•ar� • co4P Lem ar s+ mat <br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD '� S'•., - /C.►'isr l +• R r Nw +rr wAr n >ar DPQ• n �`I 20- 17S <br />� n""' ti°!�„"NP,r,•�;,�w M'-`"" (Pe1Nff-7f1e, rA+� [te.Nw-e7o7 <br />MEMBER$ t0 BE SOUTHERN PINE No 2, W/ SPECIFlC �� w <br />u-atoeHe =r, <br />DENSfTY OF 0.53 OR EfX1AL ry1N1 1TA•JOIW TMLTpI A nin ,,.. PA. •• wr •aT e a le <br />N <br />CFNERu NOTES <br />- � eEr - .. sT d.F,y ! _ Ne•B smBY ••••,./• <br />(c) ID .1c;5TMa TrocO J±Fi. ��r5 GBANIX_f. = e ++ , <br />t STORM PANR SHOWN ON Tp5 PR901/CT EYNl1AnON DOCUMEni CPEO-) ILUS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE - t/aY TAPCON ANCHORS, AS MANUFACTURED B7 LIW BWLOEA, INC <br />WIN THE 10T0 (7ln CWigN) M THE RORIDA BIJRI7IHG CODE ilxS SPOTTY PMIEI SHAH NOT Ea INSTALLED A7 HIGH - /Ia-10 PANELMAR fE]WLC 10 AND PANCUMIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. <br />VELOCITY 11uRRMAW! ZONES (YMAn-DAOE / BROWARD COMMIES) - 1/{'. lIW SCRCwS 1rCR NOS <br />"DETERMINED <br />DESIGN WIND LOADS SMALL B[ ,�, PER SECTION 1609 OF TIT( ABOVE MENTIONED fAfa FOR A BASIC WINO - 7/16Y . 3/6' WOOD BUSHING. AS p3,RIBUIED BY ALL fN)R'lT $CREW. BpLi . SPECIALTY CO. <br />A F <br />P P WILL IN. 1 ) FOR D C1 FACTOR 1 I WHERE STORM PANEL BE S N1II , AND 0 ME wr1ALJiY <br />SPEED AS REWWEA er HE JURISDICTION <br />H i I i lr ' FOR C VANEI MA US X TH M A DESIGN PRESSURE RATINGS INDICATED 0 SHEETS WNMUY M PENETRATION INTO tY000 OF TAPCON ANCHORS SMALL B 7 AND 7 0 [L 0 TE /'L <br />K0.0.R5, 1f11rG AS 7•�,b AND SFUI.I NO EXCITE) [ MAXIMUM (SD.) DEs1 C 1) BEADED E . <br />3, a T/MU 11 f t7. ,e AND, PANEIMALC FEMALE D <br />T WM N V 7- 1 111E1 BE FIRS' M ORDER TO VERIRY THE ABOVE CONpTION, ULrIN1A F OESDN 0 LOAD'.: OUTMANNED PER ASCC e S <br />REDUCED IO A3.0. DESIGN PRESSURE RA1NPD RT MULTIPLYING MEN BY Of M ORDER TO COMPARE THESE W/ MAX (A.SO) CI) IRNTMUM MRIAON PENETRATION a LAC SCREW. INTO TIIC W000 FRAME UNIT SHALL BE t I/7' NO THRFApFD <br />DESIGN PRESSURE RATINGS RIDIGTCO ON SHEETS 3 9 THOU 17 • ,7, IR OCNEtWT1UN INTO STUCCO 5141E a CONSIDERED AS PART Of MC RCOIARED THREADED PCNETMtION <br />M d10[R TO KRNY THI/ ANCHORS ON THIS v.[.D AS re51FD WERE NOT OVER STRESSED, A 73R INCREASE M AuOWABIl. <br />STR[�K., FOR WIND LOADS WAS a0S USED ,N iNE7R AW1lH.'6 FwSTe7lER5 SPKIIN) tD woo0 ,IRS BE(]I DEITRYM[O M C !) wMMuu EUOC psTAAX:C OF I.AC xRcws. INTO WOOD Sr+NE RC AS INDICATED W MIS DRAWING <br />ACCTMOANGf WITH N.D.S. lO1f. <br />STORM PANEL'S AOEOUACr FOR NWKt AND WIND NE515TANCE ,,AS BEEN VE7MICD IN ACCORDANCE WTTN SEC7kM 1609.1.2 OF C.I) MINIMUM PENETRAnON OF NOGG el)$NING SHILL BE 5/e' ,//' •-20 SCREWS USED SN41 & ) I/7' LONE MINIMUM <br />AND ,' WrR1A W WITH NO ST <br />MC ABTJ'YF MENTIONED C00! AS PER ANERICµ ZEST W p SOUTH FLORIDA R(PORtS /Oe,101-Ot µp /0719.02'09, AS SrlOUND STUCCO EXIST, UI• FOR WALLS LICCU <br />P(R 55TD ri_gg r ASTY E 330-02 57ANDARDS, AND AMERIUN tEsnNc IlW SOUTH FLORIDA REPORT /ItaJ 01-t0 AS PER <br />CS) M SF T,uT PRECAST STTJra, OR 1'q(CAST C17HCR[Tf PANELS. SRICCO OR w000 BOARDS DC FOUND ON THE C7nsnnG <br />IRS --TO, AND TAS' TOJ PROTOCOLS. AND AS PER CNCUTAT%tM5 PERFORMED IN A(:CORD•NCC W/ XC710N I601 OF tll[ WAIL, ANCHORS SMALL BE LONG CNp)GH TO BEREFT THE MAIN 57RlrCRIrR BCHMO SUCH PANELS <br />FLORIDA BJ11 pHG C,R]E ANCHORAGE SPINA Bi AS MENTION@ W C 1). C1) . C.1) <br />7 N.: ALUMINUM FtRP,USIONY r0 LE TOSS-10 ALLOY AND TEMPER (UnlCS5 OTrIfTrMSF N91£D) SEC SHEET 1 (D) ANCHORS SHALL BE INSINLFO FOLLOWING ALL p IMF RECtlMMFJa)A71aNS AND SPLCN N:AIN)NS Or tN[ ANCrTOR'S MAIHJFKTIJR[N. <br />AT OSVRF INK J103-H IA ALLOY 3 ALL ALUMINUM l71EET NETµ uSFO Cl $ SNP+L a PANELS MAY N50 BE INSTALLED HORIZONTALLY FDLLONr1NG M$lAWT10N DETAILS SHOWN ON SECTION I THROUGH a (SNEtT$ { <br />1 AL, STEEL SHIEI VEIN PANELS SrfU1 HAVE STRUCTURAL OVNITT SIEEl. AS1N A-637 GRADE d0 YMMUY, C.-TTO CNVAN2EU MR(%KN !) C%CIPr THAT nFAIXR9®!® SHN] NOT BE USED, <br />( 1 Fv- 92 A (AFTER ROLLED SIF L UESIGNA WN W/ 1 u ( ) 9. li SNAIL BF THE RESPONSIBIL)IY OF THE CONnLICTOR TO VERNT' ME SOUNDNESS (X THE 51RUCrURC WHERE 1NartTLTF IS TO BC <br />5 ALL $CREWS TO eF STAINtL55 SIFEl. ]DI fNJ 3f6 AISI SERIFS OR CORROSION RESISTANT COALED CARBON STEEL AS PER [Ntl ArtAGTTEU f0 MR1RC i'ROPDt ANCHORAGE T195 SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK 011 W000 FRAME <br />BURDINCS. <br />wale w/ w of rtFll) STRENGTH AND 90 AW TENSILE STRENGTH At10 SHALL COMPLY W/ FLORIDA BUN.pNG CODE SECTION <br />21t 1.3 J.1 ID (SIGH REGULAR STORM PANEL Win, LENU71T5 OVER 90', AS PER SECTIONS I, T, •. 5, 8 AND AL7CRNAl1V[S IW, Sw . •W 071 <br />SHEER •, ]. e r 7 RESPECTIVELY. SMALL <br />INSTALLATION <br />INTO POURED <br />DETAILS <br />CONCRETE OR <br />FOR REGULAR PANEL <br />CONCRETE BLOCK <br />C1� <br />STRUCTURES <br />- QrKTTNG POURED CONCRETE <br />TWO P011RN CONCRETE <br />CONCRETE BLOCK <br />OIE CONC'RET[ BtDCk <br />- kLJUN+fD <br />CONCRETE ANC/IONS ��' <br />//rf <br />CONCRETE ANCHORS yFy <br />4EOUMED. <br />(SEE SCHEDULE ON -. / <br />/�\ <br />r0) -, _._1 7 t <br />(SEE acllEnlAE ON ` i <br />sNErn v MRoucN iD) ' <br />_- O <br />EXISTING POURED <br />�� G <br />! `/ <br />,, <br />carR;R[Tc eLock <br />rl <br />V tnY.m,r <br />I ,/I <br />,/TII/••V,._SNEFPS9MOUM1flEOUIREDss„yoNJRRnrrI;%kf7,_..1CONCTgIEANCHORSA3/rr-•_.I(SEESCIICDUIEON_1SHEETS9TIeMtIG110 <br />Cr. <br />/!!�/1f;r/, <br />EDCI <br />) <br />I <br />I E� <br />// <br />I <br />1 <br />1. _ __..- J _ tJ.^.-Tor <br />'1!A T H r <br />1 SEPARATION I (W[ R71 RPi <br />O(IST �� (SEE SCHEDULE i IrA1N art t� ,L, YUX. <br />� <br />u ��AL <br />6 YR1 <br />-JI ro �g <br />R (SEE SCHEDULE <br />I _._, vs]a,- <br />-I eaH r <br />j I fua ra nPn <br />� 'm"' Olrl 1� <br />� <br />A <br />1, , % /... <br />! <br />I <br />CUSS 1 ON SHEET J) 1 1 PAW IL.wTN <br />N ON SHEET J) <br />I 1 <br />� <br />t ' <br />f I (SEE SCHF:DUEE <br />d <br />1 I <br />"t' Mw. 1'�TD <br />I 1' �c <br />ON SHEET J) <br />i- <br />fl <br />pAIS.� <br />PANE LENGTH <br />L (LEE SC'tEDUIE <br />PANEL LENGTH <br />� (9[C 90N17NAC <br />LONCNED: ANCHORS 1 <br />(SEE SCHEDULE ON '1 i � /--, > <br />SHEETS 9 TNNOIICM IOA I �T � wll <br />•L- <br />/,� : I <br />C 'A <br />tl <br />Isrl Ex <br />—II <br />(SEE SCHEDULE <br />I ON SHEET J) f ON Sw.C'T 3) <br />I 1 A <br />I h OOSTIN6 y <br />i ON SHEEP J) <br />! T <br />1 <br />OF <br />'� MAX <br />G1A55 <br />I \T� <br />50R <br />DUBS <br />I <br />Lq� I <br />� -. I f'1''— <br />I <br />I OF L' <br />1 <br />I .- <br />I 1, <br />LD ruo Pan <br />I- r� a tp• oc <br />,. T <br />NAx <br />I <br />I <br />I <br />[O ( I ) I <br />EO <br />I <br />I <br />[D <br />I <br />1 /2' ! I <br />1 � <br />'y <br />7 .! <br />:.: _ <br />Ex�RF'TEO <br />1 • 12 1/Y D.E <br />'. ' <br />1 AS APPLX'.IBLE) <br />�' <br />CONCRETE BLOCK ) ', <br />I <br />1 <br />CONCRETE µCHORS '' ; <br />J i <br />1 ;� RWOfA ,a Sf�r � <br />1: � _l0 -- EU- 1/v-]Nrr u Ws r/ NUI <br />REOpREO. <br />r � <br />1 <br />(SEE SCHEDULE ON <br />I SHEETS 9 itIROVOH 10) l <br />T <br />_ -• If ,R'oc <br />�'" ! ALT[RrNrz ' • 4n <br />W/ � ONLY WHEN SOX G.%'._ <br />SET k CALK ANCHOR! <br />%,.� LEG IOGLT101r <br />f. <br />"�y' <br />� <br />-IN <br />ARE USED • w/ WHEN <br />E7115TWC P011r® CONCRETE <br />IRA CONCRETE BLOCK <br />NIERWre CONCRER __j)(ISfWG PDURQI CONCRETE <br />CONCRETE ANCHORS <br />AR( USED. <br />REWNN. <br />ANCHORS OR CpICRETC BLOCK R[OU91EU. <br />$7AODO1� WJ STUD <br />(SEE SCFINULE ON <br />(SEE SCHEDULE ON <br />SHEETS 9 THROUGH t0) <br />SHEETS 9 THftIXIOH 10) <br />slut I <br />91;NE J/e-1' <br />111MIIIrINIIyy' <br />•s`1'P\•'•' <br />GEN ''• ✓ <br />FLORIDA BUILDING CODE Non High VNoci Hu cone Zone) <br />`�'A'flla' K <br />0. MOIST £ <br />2/ GAGE GALVANIZED STEEL STORY PANEL <br />pArn'•T <br />NQTL.F� COMBINATION OF �: <br />E.o.. EDGE DISTANCE <br />- * : * * - <br />� STATE Dt''� _:� _ - <br />IL C C O [Ne GLOBAL PROTECTION PRODUCTS, <br />op/n/flme <br />INSTALLATION DETAILS <br />FOR REGULAR PANEL, <br />INTO WOOD <br />ALTERNATE LEG <br />BEAM REQUIRED. st � � <br />.._. LOCATION <br />I� <br />ADEOUAtr OF EXISTING w000 <br />� <br />� <br />BEAM TO 8E CERTIFIED BY .[p.�..: _ Ed -' <br />aECIs,LwED ENGINEER DR <br />I '. <br />I' / b� <br />ARCHITECT Pawn TO sMIfRER <br />MSTNLYLtIDN. Ltppp ANCHORS <br />