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C.i �A' ,--.- __.._._ ...,�.._'___yu...,,. w ...— <br />sssLL -. <br />i 4 O.C. i 1. ui1LLlN, -Taal-B aUO,' _ ✓AANUw MN4TiDRS 'lIG fW fA. - ] 1 <br />_. <br />1 I SCHV— ON RR4 wm Q ,.,. _ I l -i( r. - - ( MAXMUN A. �___„__..�,- _. 12- �. APMNlCN' LM TA 6" , 4" N/A NJA 6' { B` 6` 6" 6" 6" NIA N/A a & 7 (BOTTOM) <br />1 ) T' i # I -f I ( # i y I 7 ` i # DESIGN TAPCfIVx CF TAP-6RIP C/tX-W VANELifTi FFANLE ID PANElWiE 0.45 SECflCtiS J $ { 114.YAYlw POMMEL <br />I i i I , I . 1 I' j I PRESSURE I Am co#�eAtwN w1CrN i'tA) N/A I N/A 12 1/z' i s{/a• r2 tf2• 1 6 tfa' B {j4" 16 r/e` 6 I/4' I b rCf' N/A M/A s (TOP/Borrow) <br />1 __I TINE { I I ; I , i i 1 i I 1 I i ) ro COxCAfTE ornaDRETe TD CONCRETE ,q t<a:eRETE t Da.CRETE Iro ire DaNeanE m enMIrnETF eaxaeETE- OF THEM - <br />-- i M4,, 11 6/, nw Ica, ,yam - I 1 I I = 1 I PLATING (Psa, ODN a x ; O AGK B m 1 / / I / / / ! f / R /@o jF I v. i I : 50.0, -53.3 N/A N/A 12 1/2" 6 T 4" 12 2` 6 T a" b 1 4" 6 1 4' 6 I 4' i 6 i 4' N A N A 6 OP TTOw) 8'-@' 70 tT'-2_�^I tit .I i— W/ fte.a/., /,--'i}s PD,E18arp1 nnD --.=--a .-'' I 7 ; . 1 I I I I 1 I s' N/a N/A N/a a' NIA i ^/a b' Wi , (Top) I - ! <br />— a FxiTxo I I ) ! sa iz i e a.e Y ot ,:;.f CDrL�TL aN meoL•r 1 j I - 1 1 I l _.� g5.0. -72.o NIA # N/A 5 t/4' NIA 6 i jk" N/A 6 i/4" 6 1/4' 6 7/4` _ 6 iJ$' N/A N/A B (its/BOTTOM) '-g• 11.-2• <br />atwn» aN aCA. 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"TAU 8` M%a NIA N/A B' N 4 6. + N!a O• R/A 5` I 4' N/A N/A N/A N/A N/A N/A B" i 6` 6 ,/i' 6 1µ" 9 (BDnow} <br />'1 ;' lrpbs-ia uw0 r/a•-" ,-. -: -ram^ t• t '` 1 / 2 a t (r17P} :'-5 OR LESS F- <br />1 sTamHs 7 a m jjjj O I'm ,mr a tmraw) � TIY $y 2 : �-�--u+� tPAUON 5>:rN - (fir, wi.m+ EaS1EaR.ti_.. OR lEss _ ----•— —•------f— i _.._ t _.._- N,.°is i N/A N/A N A N A ' N A N A N A 6 1 /4' i 6 1 /4" 6 1/#x ' 6 1/4' 10 BOTTOM <br />9IFl . TI� I-....� a' ; '� N/A N✓A s' r 'r g 6' 6' 3 d' I (Bonvj) / / / J / { € (BOTTOM) <br />-__j 4 <br />✓ 1'• �`. � _. 6" •_•-•�!"A 6' NIA <br />I "I iI T ATION w/a WA N/A a' - 7 (lop). I <br />I P1 1 tt SCALE { 4'+t* scAlz 4'.. OF xAxt $PEAT.£ 1✓6">*i" OT - J ...... A PUA"-.-._ I ' I /--L._. ! O $,{ R 6"♦B 6" <br />% m8.i+f. a Ri1AiL-.RIIa.L_-.s.._. „-,•,_.-.._,- ____t.4 a F t ) <br />,. k d=`," b'' f.. Wei. co�xarouY / J t! ' r,Nse1 w A x. 'a 1/z• a4' 1a Rt Y # e $h 4• f Y.� I "f-;-, <br />a iJ<'"'. s ttOPJBRTTtNtI <br />PaRFD tAON,mxN1cPE�E \, I IJI A MULLION SC EDUCE <br />T "7s M.. wuLUOfa REQUIRED un.„ _. <br />t i SPAN (F7.) TUBE MULLK,N SEE SlffkT'S 1Q Ix AND 12 FrAa AN ' TYPE a SPAC C POR WSTALLATIDNS INTO WOOD FRAM <br />1+b.*.a i 4 Ogy�pE wrxJW%u SEE SHEETS to k It FOR ANCHNB TYPE a SPACWC FOR RSTALLOWNS &?K, wDm FRAME NALDIND. WMIA)V AtCHDR SPAC#NOS ANO WNIMUM TOLE OWAICE ARE INDICATED ON THIS SCHEDULE FOR E:D, LESS <br />r� r IY ` isEc � 4 4'-6' ' x 3` A 1/b" #1#HtliN( WNAIW ANCHOR SPACINGS AND wBIMUM EDGE ft7ANCS ARE Rl CA= ON TMS SCNEWLE. FOR EO LESS THAN NDICATED ON SCHEDULE REDUCE MINOR SPACING Or VULTIPONG SPACING SHOWN ON SCHEDULE BY <br />I i # E ON IPQ'6 a . S) aIaAAM N/A{A, THE <br />NLLAMNR FA,C111Nt&. POft 1i95 OPERaTXlM 7O t�S51WC. REDUCED SPACfiO OBTAINED USa"WO %Y.&12W -- to y THAN WDCATO, UM SCHEDULE REDUCE ANgitR SAwCHG m AWARNTR SPALINR SMitlMI ON 56H£DuIE m <br />i C--- f In W/w-a• - PAN¢ - yT` A' {fJ � � +�� THE FOULMNC FIC70RS.. FOR TIK oPERAnOY m Ew PosmF. RNLti,D '5iAcm 9 ,^m 1/9WD Yon SMALL NOT BE LESS THAN w4moU. SPAORsG 4aC{TF-O roR FAON ANCHOR TYPE At ANC.M LE001} <br />1 -�..I I ee" LOOM t �+ Pwma RATM4 > 4'-5' TO S'-6' 2` s 4" . , fB' h ,...,� L/ 'Tb, <br />1-T DF .L'O PA-1. -T2L P.at, `• • 5#.UL N01 N LEES THMT uWWUM Sf•MNO 1NGOAlW FDR EACH AI,S:lA1R TYPE AT 0.tiC1lCRS tacEHG. <br />1J +�.1. TINE T/.•a _ t14°P 1/4'. i/t"r tf4i. <br />�` _-- - 2' . s' A L B'. . ' . 'EN 1 I/4 1// - �-�^1�14v'#� 1 s E T/4 t/4'• <br />COM'AER.CHOkf s•-8' TO 8'-t0' / 2 `^ ,S, 0 s AND" TYPE - _'-- pAgRjyGg.:- - - --- - -- _- a#4#stH#NbNyl A"m TYPE LA-bTP "'-fE PAHL%,1tU[- C4K-W - mU0-ST #N{tiltl//I/ <br />A t1 r A 4• . ,'4' '�a. iAtSW 6,nP.-�. .SOY[-w ..IOTA-.fI . �r _ a,ar a,,N sez saLDML ._s i z A A ,GCt A TJ4 NAA a a 3 3 2 ,/z 3 'a ,".\ .R A. T/4 4 <br />oY s.Acrs a A PS s +. a, a . - mMLt a as ... <br />3 a s D 2 1/2 a� �' Ia,. NFaNR S Axb16 11n.) . i � W-1D' To B•-D" 2' A 6` . ,!e - . ND. 44161 _ w Ao� mNMG tAa a \ .. P4 .,•;A <br />' it * 'Aan,Anun i,sNr.t. u.�) 3 3 a a a a ,p . Sti. \CE46i,St ''•'?' •'YaexamAAn 'DPnan,. R•J _ s 3 3 a a a I/x �.�`ayl .''v ✓'sb <br />• SPAM VAl10 FOR "O. D SIGN PRESsraE RATING � - � FLORIDA BUILDING CODE NI h Velocl Hurricane Zone - �^ � FLORtDA BUIIAING CODE HI h Velocil Hurricone Zone IFA-1 � —" EHSF F';� = FLORIDA BUILDING CODE (High Velocity Hurricbna Zone <br />UP 70 . o ppat -72.A P ,f. .. z 9 ) v — apes a.a ON a a a , a ,/t • a Tw2 a ( y ) ttr,mw RNA. lw a a , fs a Ira . a Ifz 9 ) <br />'° WFCNUM t 5 aU�-,A'SM g diK_N1ED 1 f#'., {` ' (- r:P ! 1 • �01 r.,fm 4Y. r� <br />PA¢u1.EL1to E'sTDRw YELL`: i.'s iNeA�'c?Fi. . oamD maw. +Nc. ApIAL EA am mmm PAC= = : NO- 4 (67 ; c Fes'. AaDIL to T r A t T D a ' • ' N0Fl� <br />y + 420Ro itLT{I'.U, uc. Fx. <br />SE ON 1 O F Y 20 GAGE GALVANIZED STEEL STORM PANEL - 20 GAGE GALVANIZED STEEL 536RN PANTIE 20 GAGE GALYAHit€D STEEL STORM; PANEL <br />SCALE S/8-1' �'`h�Fcr f.}F{ID ,^' +`'4A ifi I DFgWw m; , irA�-_� . ' _'» - _ - = - • * T ix1 ax: - r 1/2' 3 .A5 - - - Tk ." ; * = ,* 1PxWT5 m: <br />a c <br />cam`= / A"'" " GLOBAL PROTECTION PRODUCTS, °xr2alsan - - - ' 'n __. _ - m Asa $T E $ v . _ .. _. _. _� P.' ""DG`zee 2 1 2 `` - so - a.an _ �� >' r' m/ts/aaza <br />{_ RO ,LLC G E 1.aG m - ? ,. -: GLOBAL PROTECTION PRODUCTS. LLC: cre: __._� _ _ ___ - a'`, GLOBAL PROTECTION PRODUCTS. LLC. wa: <br />NOTE: MULLION CAN ALSO BE R4STTA.LER W Q sop PANELS ON TOP ---`'� / +E C V (NC. , 4m SW, 51 STREET ; 3" _ -.._ -- _... _!— .•_...._. O ''. 1.. ((�4' r TIL C O TN44. - 4800 S.w- St $LILT} 3 !- .W - t.a0 .63 _ i I;,.,. <br />F.. -- I i Ey C O HNC . <br />p / nLLR a ENDS NO tOMPANT LM*AC. R 3G3T. _ n <br />-�••�'•-.•'.••.•.•-': 4' 1'Ii-tT • EN6PIE N8 ANY .�t46. iL 133Rt <br />,,.cam' _.,____ _ ', NASA SINE sr s REEOR &Orf,M Stf iHAR LR LOGATTv AT TOP t>a B07TOHA OF OPEMWG. 'r +!'-)%" a.+ '.w '9. $L` '°•-..',,.•." 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A4 ] , as ,x-1.x 4aLN wN.TER a Dort ,tr., P.E <br />INSTALLATION DETAILS FOR REGULAR <br />PANa & �1, <br />INTO EXISTING WOOD STRUCTURES <br />sr v -GA*t <br />ruwt' mac <br />.wR .rssW r <br />,:. <br />+ SrA` iRtsEP POB.tRmlgl <br />aWs <br />.. I ` ' ,G txsr+tR .wo w x <br />- <br />.. .: y'; <br />," �„- 'I <br />8a0. -ID 41P7] <br />itw <br />=, %� <br />..,R1R,ALtr.,i <br />- <br />-I t1 aLWen « A' ox <br />-I--- <br />..,... r, .' i l sM�aO wr mro Imw <br />w.' <br />I1= 4 <br />�•�' <br />.. ,.. . <br />,Av. VA wa@AS P C C4 . <br />/x xW. TNMPxP ys sryxlw.0 <br />) ... {�. •'P saas.s / <br />; r . 4xw ,tRe.WlD POa,IF1.or <br />...-._ <br />_TO btla 14NRP. <br />� ,1A9,ta' TWIT a+R^m <br />'- ' 'I A"a-xR ss w.n <br />I' la' Ssva <br />/ <br />V <br />�' <br />I,O c stw Kew rr xm: <br />" l >a �aPFa wso tsAmc <br />,!E' <br />- <br />- Wxaxai[ w SWi aaMMAA <br />- 4uW � naE Wf <br />-. Iy P ,.-P two Ta&YU lA <br />r CUH <br />M#H I <br />R, <br />�ii—&` <br />t <br />2 <br />a <br />PN,w1.q ifiia <br />R4e.a.M ,N.4Nu <br />2�� r I� <br />i� <br />ttP.. r� <br />R <br />b. + <br />,,I It <br />I. <br />i <br />i <br />1 <br />I <br />sov ] _ -r swa to tax Pt <br />I <br />x. <br />" MR. ,(.` <br />1 <br />I <br />,r' I <br />',A,`'. , <br />I:I <br />.t ) a <br />NOC.9" W1 grTO, "f m <br />a s as KdD av I <br />.�ita••�� fl1n <br />- EAxF <br />j .x +rs as <br />Y - <br />i <br />i <br />qq <br />A 3 +� <br />r'W. .. <br />LE�t a r G,. - <br />i <br />{ � It <br />wa.® �.N --T I:' <br />I <br />`°' <br />I --G? <br />;- a I w PP � <br />II. <br />>i <br />� 1 - <br />fig <br />i <br />1 <br />A <br />aR ,0 a <br />rt <br /># <br />4 ro i 18 <br />- <br />4 <br />S SHUT* <br />ws <br />_-off <br />i <br />9 <br />�_ro ! <br />1 <br />i <br />I <br />WALL <br />I I <br />m,AT <br />I i <br />IN_ <br />MOUNTING <br />STALLATION - ALTE@� 3W <br />p �as^!'. .�1 A� ri- <br />Lium <br />-.. <br />I ,,.. <br />- <br />STATE, i/4` � 1• <br />19rzi. m., i ^, rs' om 1� j <br />aw. �. — <br />nM <br />. <br />,� <br />s� ram. <br />t A1Af� Na (N611 Nb4A@ _. - <br />.-�.. . -.. <br />.... <br />BUILD' -OUT ►10UNTING <br />INSTALLATION �LT�lA71YE. � W <br />� awsan <br />I : <br />VVI ua scsw s r a. <br />�+Tama W� rAn1 <br />rryy fa4TM Ah <br />Al iR}R91H n! F'LAiF <br />�� -1 LM C0.+H3 . C au <br />/ t /y � r.a�n <br />.. .. _ - <br />a �_._•' Pd+tl3RNNr XQtP Y.aINt6: Taf% <br />I ' ; a' SCALE-- /4 <br />CEILING A E MR MOUNTING WAIL A ooR MOUNTING <br />WALLY MOUNflNG <br />'i'W <br />jaALLATfON - AITERNATiVE 4INSTALLATIONS - ALTERNATIVE <br />(SECTION AT TOP IS UMM TO +55.5-67.D MAX. SCALE: 1/4' I" <br />INSTALLATION <br />- ALTERNATIVE <br />AS.D, DESIGN PRESSURE RATING) <br />SCALE 1/4- - I- <br />'SCUM: 1/4" - I- <br />elam•— i I, <br />11w - I - <br />I <br />rtr ,Wes ant <br />�. <br />Pl � W,akP <br />{ <br />NOTES: <br />a�NAA1Yt411AIIf��f/AFrMAwr <br />f(QQJ19UNTING <br />INSTALLATION --.-SEMN <br />'&PALM: #/4. � 1r <br />%. IN5TALiATiDNS ARE ONLY VALPP. FOR BUILDINGS WITH A.S.D. DESIGN LOADS <br />�J• "; .......... ";71 U- <br />UP TO +55,5, -72.0 P..B.t. AND PANELrS LENGTH <br />UP TO 8'-8". <br />,.'`,fin \r,ENj' ''.'�' <br />'- ' \" <br />FLORIDA BUILDING CODE (High Velocity tries. i <br />V HU n Zone) <br />2, FOR NEW WOOD FRAME CONSTP,UCTION: WOOD <br />MEMBERS TO BE SOUTHERN <br />z <br />PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ <br />No. 4167 <br />a2DM rsL Too, e, 2D GAGE GALVANIZED STEEL STORM PANEL FP' <br />14TE F4R_Gt?61BiN14 Os t 6AFS: <br />E <br />:" <br />c'c�--£,-�-.Q <br />a'• ST DF v __ <br />RRAMN Br: <br />m/m/maa <br />GLOBAL PROTECTION PRODUCTS, LLC. OtTE <br />� <br />& BOTTOM MOUM CAN @E <br />COMBINED IN ANY WAY TO SUIT ANY <br />I'llTOP �Q >r( iQA,: • '•',..E7,y •'R }} <br />,, ,f` R Y <br />F•'••• SD <br />f ING. ' two L R. SIREN] <br />L- <br />nL TES:tNG : ENGINEERING COMPANY DAME R. .RATIO 20-176 <br />—' ---Awes .. Plow- (asa)sn 7ms, Fax f2m)SIa-ml <br />INSTALLATION. <br />4, <br />tiws•$/p rAl 'l-yp-+A`—^-- <br />.—. <br />— t� � sn-1m, — <br />rt <br />/rrlil NF ../W t§ /i ,,E <br />11 IMISHt <br />CA-�G Ovlp <br />WALLET A ipN S., P.L *=-"'A - - <br />+4,a] armT Ma K 20 <br />I <br />CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE VKHORS; SEE Sp#OLY.f ter T I4 <br />(SEE SGMt mu ON (SEE SCHEDULE ON `w WW0 w1mew SEE SECTION a1 stIm 1s <br />SHEET ,.)� ENEer, IA nl #. 2 & 1W t5 1, 2I& iW/15 <br />- ,i POURED CIRA'NETF ) ''-= � i 1%� 4!� '�At�l, 3/4 Oi dj1 <br />.� ' - � _j.25R- REOUIREO` -' s i" I , - ~S' # <br />11 <br />151* <br />_.._11 — - . --- - __ I r ; <br />POURED CONCRETE (__----- + l { I <br />I II f i I\\ I CPn4 R.n1ij III II{ I 1 1Li 1L'. <br />\\ REQUIRED o I I! ritf I !.._ <br />- 1 �_i_ <br />I t''f-' Lam�. _ . i_ i__1 ...-._ i .A.. / _......=7_._._.. i._1 .1 .I-. <br />.. $$j� t o l 1' iT r 1 T I i T i7 i '}}-�-,� 7_I ' r T_T .. r yf' .1.. ( <br />T.SEF SCNEDIiL I' SEY SC,wD1ALE ON-Y ( j - I( I I j j T� I 4!! I i i I S j 1' I t i I I I I I <br />SHEET 14 I I I I SN#`E{ Y4 f - f I LVffi PA-W (OfIEOM t (WR76OR PAR L) tiINEROR PAM)l 1 (CY3 PAWL)I <br />1,an M. I R lFoR MR SEoua'� # R I jI I I I I 1I.� <br />Wes/ m CLAM 1i1i sy� '; <br />i k NUT C EYERr I d. ! <br />t#WGPNUr O �yERY i j I` r <br />_ . <br />— s7V0 i 12 1/2' R.C. `,€ SPUD a 12 i/T O.C. r I j ! 1 I Ii I 1 <br />I t <br />{ P111, <br />Ih iAf 'PA _ I_-f / w SPfEDNUrS S/B'Mm.(CASEQ,�^`1 4 1 NA[7tlNE 7 1 111 tIi 1/a' M]n. .). / W/ SPLiT7,p j I,/MAC iO^ a" M _l , L { { T i t Ci5E 8'T@ 3 _� -I_. ., __.:...t..}. >..,�_ .L1 .. .�... _. ..f t,1 .=,.! - _. . .__i... <br />N-it, <br />{SEE GET_ 1fi4)g I tQ i 2 !2 O,C SEz DE< ti . Ia Vfi F2 k/2 D,C _ .r {.�E., .. _...i .#..#..-, T <br />I t 2J ..i..._.. .I <br />,T,, : j I _.. <br />f i <br />I I i; 1 iI <br />I <br />r'' <br />I <br />///���4 i (�] <br />'!I I[I <br />E <br />- , SEE DETAA1vI 1i ¢{ Ff' 1Li t f4 <br />(3{ I@2! r�-� <br />) a IERHATE L 4I}IF <br />! (AL tlT:t11$ <br />i j/ d e I I I ( i I f' i Ip "(1M <br />l I I t 73 53t4 <br />i <br />l7 I! DETAIL <br />l <br />I POUrtED CDMCRETL 1 I t t <br />c <br />kz 4 Ir ! ) a <br />OR CONCRETE � <br />1 1 i I l i 1 <br />i-i . <br />BL0W'`REDu m I I r i 'r <br />i 11, <br />I 1/4. 2/4, 2A/4, 3/4 at 4/1 1, 2, r4 TWITS 1, 2 & 1W/15 <br />pp <br />1 -_.>' gI I I 1 - ALTERNATE LOCATION <br />-.. <br />I ( F: I i II -. ON LIFE SAFETYPANEL i- <br />f f I 3 I I AREA W/NO LIFE SAFETY PANELS LOCATION(SEM N= IMLOw') <br />`In <br />4 / - <br />I _ _ I M�`�_Cnnr__} - _. _.. _._ _.._ _ '_ '.a. W/o NReGLIlA4ETRAC S -. --.-. (SEE HATE 1 —J <br />_.. {c -. _. -. _...-. 1F PANED <br />-_ - <br />CONCRFIE wNC1tOF6 / ._- �: g£L{AYS A LAST PANEL 1 TO 8E Rr5rA1EO AS <br />is <br />(SEESCHEDULE ON' - *•. .'• OF L$E SAFETY �ORM PANEL OPENMC SHALL <br />+`' <br />AL aR SLAB uwxYS Im1rAOEn w TNEAR HANDLE <br />SMEV T—I-OP IO # F R IF E TO T:B,R:RE'a <br />REWIRED "' CRNDIOOrfj TO FACMATE 1HSTAEUTIQI IFCOW IFTTENGEO <br />�� <br />,-. <br />1 1 TO BE INSTALLED W REMOVED FROM Ii51OE <br />(SEESCf+FRU.iOON-f OF STRUCTURE <br />SCOTER ,.) '--E:D,L�JATION <br />WALL MOUNTING INSLA AI A.. __._..�.liSFA IATOsrsuE JJ 32 `+T` <br />- SECTION 1 SCALE: 3/0" m I' - SECTION 2 SCALE: 318" . I' "-iy.' . GAP 00- 7 1 a �a "C*AP ,.-i <br />NOMSAJJU WF'•y GTORM .P! 4L,I..SSVI&JNSTALIAttQN..; , <br />I .. UFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - .. -- -- y <br />1: <br />OR AS AN INTERIM PANEL (AM' PANEL LOCATION IN BETWEEN END PANELS). '.B Utt INTERIOR. PAND.$ $ [AL'TE� nENWCATiox <br />PANELS S� <br />LIFE SAFETY MAY OR MAY NOT Of INSTALLED ADJACENT TO REGULAR PANELS AT <br />(W/ OR W/O REGULAR TRACKS.) SEENOTE I) <br />2. LIFE' SAFETY STORw PANEL CONSISTS OF U.039' GALVANIZED STEEL STORM PANEL. AS SECTION 9-0 <br />PER ODwPONENTt SHEET 2 OF DRAWING, <br />SCALE J/32'.1' <br />THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF <br />STRUCTURE, <br />3, L SAFETY PAI'ig!. REQUIRES Top TRACK TO BE COMPONENT 0 & BOTTOM TRACK ro aa1,NtTHp,FTii[� � <br />BE:BE CCM AS PER SHEET 2 OF THIS DRAWING. IQGFti ,......,. %✓ <br />MAY Bf INSTALLED WALL OR FLOOR MOUWED FOLLOWING SECTIONS I & y <br />2 QN THE s,aEET, AS WELL AS DETAILS I & 2 ON SHEET 14. ��GENSf "'. <br />14: _ FLORIDA BUILDING CODE (High VRIOCity NutricOme Zane <br />4- Min. L$NOTH FOR COMPONENT IRO IS 15" - _ - <br />: NO' •: * 2 <br />MOA. ANCHOR SPACING FOR COAIPONEM (@}ANCHORAGE Ai BOTTOM OlYcN ,CON _ M020 iAaw. R,C F.P. <br />= vANi <br />SCHEDULES { A 2. SHEET 14. it :� g 20 GAGE GAL ZEO STEEL STORM PANEL oRwll �,_ <br />*: <br />COMPONENT ]MAY BE PERMANENT OR REMOVABLE- - A�(R'- •,yy,� _,-_ ,F", "^ / <br />":�o a>a u O rNc. GLOBAL PROTECTION t PRODUCTS, I.I.C.mla nRaR <br />5� SEE DETAILS T'OR INSTALLATION INTO W000 FRAME BLUCOfAK;s tJAI SHEET 15. ' 'i3 '., -- ----- / Go <br />.� fiFS ' 4 <br />6'•. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE !N5TA 1AMN OF ' �� .' •'7 TE4,41O k 1:NOINEERtNQ caw . a`w. m sea,. <br />Fh/qu*fi DN P`lxr. a W. - ztm. sr. kn w,�q 1ac .eNare; tgst-xs45, FAx: (qu,Mae-eta: 2O•-i 76. <br />SPACERS AT TRACKS INSTALLED AUTACENT AND B£fOND TO STUCCO J n� <br />/WO`OO BANDS, 11_INNtow Maw'(am)AxI--Ia,o F OM}»,- <br />CA. x. R�We#i: M•.w to[vPi INMA.tM HP. <br />p M^rStatAlnU1F{OAIr• <br />Tun <br />W5, A. HU g Ur,. P. flna tl-w A SMELT tS Or 24 <br />,/A• i.D. ' "; I.a.G BUsMec w/ INSTALLATION. <br />DETAIL FQR REGULAR PAN,EL5 <br />a do <br />M3 i 6 v4-D.D. FOR <br />I/4•a-LEa" 6 M <br />_ - i <br />Ii MO 0 t O.C. <br />PANEL LE,a1n6 UP ro 5 <br />FOR LENGD6 UP TD B-8. 40.. TRL %vo <br />INTO <br />EX15TI G WQOD STRUCTURES <br />. <br />" <br />PAA MA FEMALE 16 OR PAELI ATE PLUS i <br />• <br />i, <br />i' <br />t t/" O C WITH 1 1 <br />Min. TN 2 z 2 REUED / R All. ii UP <br />PENETPI4TION tp MBIDE FOR LETtdT, <br />V.il <br />:i. <br />,1° <br />8'-8' Yav, <br />t <br />_ - t. <br />�i <br />t 4'A bW 4 a' THEE W <br />" Y , •. DRINK, WOOD N3) P1Ri' 1 <br />YG wDW NDw#A <br />.;S <br />1 <br />t <br />ly'- <br />] ' ..l <br />i <br />� <br />f <br />{ <br />{ <br />4' <br />4 MAr,*r <br />( <br />t f <br />d- <br />ri ,^ <br />kah-0- 7' 2 sa s <br />r . 'R/ - sa ax ,STEER <br />' " `n• des. <br />fz3 T <br />i <br />j +�? <br />y,. <br />.. <br />: '1 r <br />ir2"� S _ <br />EQ,>:� <br />y' <br />p 4 <br />{ <br />Qo <br />III <br />4 <br />E Q <br />P <br />l <br />- <br />EO <br />t <br />I <br />r % cer+r. <br />3 <br />"I ! <br />i= <br />EO ;1 III <br />t <br />H <br />r <br />T„ <br />Z� <br />! I <br />i t <br />i I <br />I <br />1 <br />i <br />O6 a <br />t <br />I j - <br />; <br />I <br />I I <br />I <br />I + <br />i <br />1YDP7 flDER <br />RLvuu"D <br />I <br />% E <br />I wow NERTNR <br />i` <br />i <br />3 W ,vw <br />N4U� <br />-I <br />I -- <br />-' I <br />i 9 <br />ALTERNATWE 1 W <br />ALL$ TIME 2W <br />_ ,,,. <br />_ _.,Aj q <br />sCAt.E 3/B=i' <br />SC1tE 3/8si' <br />I <br />I <br />Y 'A-i,�E�-�=- <br /># q <br />-A- <br />i <br />I S0 SCt D{3 <br />S <br />I <br />i <br />SEE SCI <br />.-... FOR ! g[�e,rrgg� p <br />3 <br />t <br />I <br />' <br />4 FC <br />I '•' <br />E €rAMGMMi 4 <br />_ f <br />SEPARATION <br />I <br />I <br />i #j r�faa"1 O,C, r <br />I <br />caa <br />i I <br />.1 <br />1 <br />..I� <br />EOI <br />t <br />i <br />- <br />,, ,. <br />I:`r_ -'.ram;-: <br />EOT <br />I I,. )._. <br />fit___:- <br />_. . <br />1/2" 1 <br />EO <br />1, <br />, <br />y <br />_ <br />I <br />ED. <br />" -. <br />,.J - <br />-r,T59"'- <br />w Nw <br />�1/w'r2Waf.' <br />i <br />t <br />RSGU our "i <br />_ RF_a REC <br />11 <br />/•' I.D. 5fe• LONG BRASS SVSH <br />'wf I/4'.-20n2' SS MS. O 6 I/.• Dc <br />S.S <br />DQ79 w/ 7fa': r <br />{ `I i� �"IIE <br />I FELUiID <br />:�! <br />PDR Pwrlp. 1 LP m W-0- AND S <br />�.� ' Ott} i b' O.t <br />/<' OC TO LEdFOTIIS lW TO B-8` blax. <br />�f <br />st�I I <br />1 <br />OR 114-10 PAHEfYATE FDAKE 0 OR <br />PANEtYxa R115 O to , 2 D. G WYA'1 t <br />t I <br />- 1rA-# iA.G EfJiD1S i b• OC. w <br />AI- 3W <br />♦L TE MAI VE 4W <br />} EI <br />-E <br />1 Wn f11RfA0ED PCNE/1PanbN W <br />I CWIVrII or EKwm WOW PLATE " <br />. I <br />.I 24.• PLATE IL'i <br />--F ''n ua. iFaS€a.t€r D PcTKTM1�N <br />a Mai' OF ATE <br />_UERFLAT7TlE <br />SCALE 3/Ba`` <br />SCALE 3I8s i' <br />.'I <br />ALL LENGTHS UP m W-S' Mmc <br />.-GUTTED <br />ALTERNATIVE <br />WOOD FRAME <br />DIRECT Q!I <br />CONpITgjH$ A};;NOR LOCATIONS <br />NOTE : SHUTTER TRACKS NOT SHOWN FOR CLARITY <br />%LIE .�IJ.AILI�{ <br />SCALE 3/8e4' <br />Al <br />SCALE 3/8=1' <br />NOTES. <br />aalnyi4 JOIN,nINIA,10, N. <br />%. i ST N_ AREONLY <br />N ALLAT%O <br />VALID FOR BUILDINGS WITH A:S.O D-_)ERN LOADS.. <br />P N DESIGN <br />9 <br />,. <br />UP To +55.5• -72.0 <br />PSF AND PLANET'S LENGTH .LIP TO B`--g-: <br />..+-'',EAIafi,F'',.. <br />; 3�"',"' - '• � <br />FLORIDA <br />BUILDING GODS (High Ye#gotf Nutricone <br />Zone) <br />2. FOR NEW WOOD FRAME <br />CONSTRUCTION: WOOD MEMBERS TO OE SOUTHERN <br />E r _ <br />fiIO. T6 <br />-azmD corm PC. <br />20 GAGE GALVANIZED PANEL <br />FP' <br />PINE NO. 2, W/ SPECIFIC <br />F R <br />DENSITY D 0,55 4 EQUAL <br />- <br />_ <br />STEEL STORM <br />rmFP W. <br />- <br />-:-k <br />D���"''t�`- '~• <br />to DUE, <br />SS.:FSkR C;OMBINAT%ON OF <br />SUCTIONS: <br />= •o •,, ST . _-- <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />nF�. <br />�.�0'••, FL Ro '.i.%Jt-•/ <br />1{/j��'�1� <br />ntln <br />L`�G.�C�.,`,.O'.�INc. <br />-1 4 - EN$t — - <br />+e6s s.w, s, s,Rx1 <br />GO S. FL sn <br />TOP A BOTTOM MDUNTMOS CAN BE <br />y fi <br />-" ' `{'; aa� <br />- <br />`9Y <br />Nam. a.K w. tr ayn ,trAWM, aN a mw <br />PHONE itw4)6aR-7s.3, TAR: (as,)eav=slsr <br />2G--176 <br />COMBINED IN ANY WAY TO <br />SUIT ANY <br />Sf Al ' <br />kT <br />: Rya) uI -. x r Met an,I., <br />cx-trma7iR <br />�~ <br />OkueGa Nc <br />INSTALLATION <br />AI.Lf17pN- <br />N---]+N mow" -8 ifi jvw-n�/M',t <br />WALTL4 A 7BlTT N., P,G <br />m 11-w a _ _ <br />- <br />Ftdw•A 46iei <br />_ _ , _ _ <br />ri1;tFT n M 34 <br />END <br />SUDS 0 EVERY <br />O% RLAP <br />(12 t f2' O.0-) <br />TQ a%R.D PANEL <br />0jj <br />� <br />4tT.ii <br />�,i1. aV t/�-, � SEE i III I <br />Afi' <br />\- INTERIOR PANEL <br />—ENO PANEL I <br />OR DIRECT MOUNT : <br />ANCHOR ANCHOR � <br />SPACING SPACING � <br />11 <br />11 <br />: I a 4 <br />$CHEDULE ATIN9ALLADONS <br />INTO <br />CONCRETE A CONCRETE <br />111.90 STRUCTURES <br />.I <br />f <br />,r <br />1 <br />AT ENO <br />ALTERNATE <br />LOCATION <br />PANEL <br />$TOO$ 0 EVERY <br />, <br />_ <br />OVfRLAv <br />1 <br />I I <br />I <br />' 72 In 0. C,} <br />t I <br />I <br />FIOI.D PANEL <br />} <br />I i I t <br />516' <br />(t`sE 1) I <br />- <br />T <br />_ <br />_ <br />is i <br />-4 <br />- <br />, <br />i <br />II <br />I I I <br />1 <br />I' <br />I <br />T" <br />x i <br />f - <br />11 <br />I <br />1I <br />t� <br />1 <br />l�� <br />P <br />11 <br />, <br />I <br />� j �! <br />1 E I <br />I <br />�I <br />I <br />i <br />I <br />I <br />4 <br />j i I <br />I i ! <br />11 <br />II <br />ryy <br />e <br />{I4, <br />If <br />-SEE !i SEE <br />- <br />'i, --INTERIOR PANEL END PANEL <br />���L.�;;��) <br />`�I <br />i - <br />'—J. <br />SCHEDULE ^t� SCHEDULE <br />FOR f2 tam <br />J <br />w4A ANCHOR Nux. ASIDNOR <br />SPAGND SPACING <br />C$ TAIL <br />�, <br />2 DO <br />L <br />N IN STA <br />R OUT GIN LLATLON <br />(APPIdCARL>n <br />TO SCHEt7ULE 23 <br />s wyE 3fa6' - 11 <br />U <br />MAXIMUM <br />i AyPj�i A&%L <br />Sr°fiL�OH <br />PANEL <br />ONLY TO uPP,mus <br />SHEET %3i. <br />,LENGTH "L! 3CE ULE <br />i & ' I rAT'F�F[�N Kam_ <br />MtXt PANE <br />AS,D.. <br />OES-GmsECTgfF <br />ppcsrw <br />1t 22 sr:. <br />VPCDN <br />LY LAP-rRP <br />Do-W <br />PAaWM FELINE 0 <br />PAREINATE NUS <br />I <br />S <br />` CC#Nt KWN <br />OF T,EN <br />VAARtUM PAH� <br />LOK IH .` (R: <br />m <br />- <br />To <br />COMM", <br />&GCR <br />m <br />Gp1CRETE <br />TO <br />CGNLYB.TE <br />&«R <br />TO <br />t.VNCREIEmoc, <br />TO <br />COT's <br />W <br />LriNCRETE <br />TO <br />CONCRETE <br />NocR <br />W <br />CONCRETE <br />tO <br />CONCRETE <br />B <br />6' <br />MIA <br />N/A <br />N/A <br />6' <br />N/A <br />6' <br />N/A <br />6^ <br />MIA <br />I & 2 OP) <br />5510. -724 <br />v <br />7- <br />9' <br />9" <br />9' <br />9" <br />9' <br />9' <br />9` <br />B. <br />1 (BOTTOM) <br />5'-0• iE55 <br />6' <br />N/A <br />N /A <br />M/ A <br />B' <br />M A <br />I <br />B" <br />NIA <br />/ <br />6" <br />N A <br />f <br />1 & 2 (TOP) <br />+55.D -72.0 <br />9` <br />S' <br />9' <br />6' <br />9" <br />7 I I 2 <br />9" <br />F' <br />S. <br />9" <br />1 1361TtTM <br />( ) <br />T 5 -0 0 7'-6" <br />A s5-n -'r2.a <br />B' <br />NJA <br />N/A <br />NIA <br />S` <br />N/A <br />: 6".. <br />NfA. <br />6" <br />N/A. <br />I & 2 (TOP) <br />7'-8" T4 B'-6". <br />9` <br />4" <br />9' <br />6' <br />9` <br />6" <br />6' <br />6` <br />6` <br />6' <br />A (BOTTOM) <br />( } <br />I al # 2 : t$1WI tLQM.ALOtJNT CONDRION Al-%M4M..-1i`-..E&-,Y�.,'Z-' <br />MA040M A ,o <br />RESIOtI <br />('NES511RE <br />RATING. Twat.. <br />a I tS m a 4r6' Mn. FALNI TOP !ffi AwrJUT <br />fME I (I" a r #Ws new TP $' ANiIO <br />APPL)CABLE To <br />SECTIONS �' & <br />GOMBINATiO <br />of THEM <br />MAA7MUM PANEL <br />LENGTH "L` (at) <br />T N - <br />m T <br />E1E <br />m To <br />+492 -61.5 <br />3' 3" <br />4 1/2' 4 T/2' <br />2 (BOTTOM) <br />7'-e OR LESS <br />.52-B -66.0 <br />3.. 3' <br />4' 4' <br />2 (BOTTOM) <br />7'-e` OR LESS <br />�55-0 -72-0 <br />2 1/2' 2 1/2' <br />4` 3 ,/2" <br />2 (BOTTOM) <br />7'-6" OR LESS <br />+35.0 -12.0 <br />2 1/2' 1 2 1/2- <br />N/A N/A <br />: 2 (BOTTOM) <br />7'-6" TO V-0. <br />+ 55.0 -72,D <br />IRA N A <br />f / <br />J' l <br />2 BOTTOM <br />7'-' - <br />6 TO 6' 6" <br />tNAm AEA a[9GM <br />Mn. PWEL iElAx,u <br />FFIpS,AQ .At.K <br />f".) <br />1` ta) <br />(3E 'CI01L5) <br />.." �PNLANpp <br />?B 1AASI <br />PLAINT <br />CaloMgn <br />.d6.O. --- <br />r -4' <br />- +' <br />. a/ <br />,uwaTm <br />SM OW iI FOR Ai 4M rOPE 6 SPACAG TON OnITALtATIONS INTO WHO FOAL$ SULD04 <br />MRiMUM ANCHOR SPACRIM AND MINIMUM EDGE OWANCE ARE M#047EO ON IN$ SCHFDLKE. FOR <br />E.O LESS THAR WOCATED ON SCHEDULE REDUCE ANCHOR SPACWR BY MULTPUINO SPaCA.O <br />HT SJITN ON SC,EORi BY THE FOUAWNG FAGTUM TOR THIS OPERATON TO BE POSSIBLE. <br />A SPACING OBTANEII R REDUCED LONG FACTO SHALL LESS THAN MWMMW SPpGnttk <br />tNDIGTEA At FOR E]fiiN ANCHOR TYPE :INLiHORE LEaaTm. <br />QV <br />9 4" <br />14"a <br />1 <br />A <br />-PWftL* <br />.. <br />CAPwN <br />CF TAP= <br />PAa0. 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AND <br />"'I is �TI((/AAAA"y+4 <br />PANEL'S LENGTH UP TO %2°-4` <br />�yAA <br />y? ...... <br />Zone) <br />N(LTF FDR �rr� c_ufl+NAtmN nF SECL[ONS< <br />6 = <br />N0. .* <br />Imm, wE <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />r.P. <br />01, <br />TOP 6c BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />COMBINEDON. <br />z�re=: »..:�„ <br />s. -o : ST TE 0,.,z.--- <br />_..-�r��•"r _- _ _�.�.,�_..� <br />,p. <br />/�� <br />/ +] i C ors GLOBAL <br />O <br />PROTECTION PR�I11E#UCTS, LLC. <br />G]txa/Nu <br />Que <br />FL ii;im °V -`'.t` 3.OG- <br />i F '-.. ,.: <br />.y ������ <br />L tI L'4 rNt. <br />TBfIT TEBTDw a ENGINEEAeNO COMPANY <br />..St. <br />Y.,w. -Slit! <br />20-17G <br />cr" <br />eJSs' NAiF a <br />#x ax. TA. a. m v®v.A wma a as.a <br />.... Wa1 ^ Im» 111-fat <br />"OHS fISN=1,�-T#As. LAY: tls4NaG-e]aT <br />DR-4 w <br />.E SEX,,,,,,,,,, <br />cro'Gosi"ta <br />RN_TFSI A TUR ar.. 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TI <br />t <br />I GET. 1/14) - _ 1 7X <br />T <br />1 F i � <br />I� SCHEDULE i I <br />li <br />I <br />I <br />ON s ELT 1 <br />!T'- FDA #An. <br />i 1vM`ATRA (j 1 -I I :i <br />I <br />t m t !, <br />I <br />i <br />EQt <br />5 <br />p <br />i I <br />,-. <br />e0 <br />I: <br />EQ <br />9 i <br />t I <br />I W <br />- <br />T -. <br />11 I <br />I <br />EDT., <br />t- <br />FO <br />i <br />c0- <br />t - <br />_ <br />I <br />, <br />( , <br />t ,..',I WOW PRATE <br />REwwED <br />Ii i <br />I'llI <br />fi <br />, <br />I 1,OGQ P TOTE <br />is <br />1 t <br />„1; , Cvn <br />ALE <br />T I E 3 <br />ALTERNATIVE4 <br />, <br />gALUItIREC <br />rp ,' t!4'4 Lxa SCREENS i B" AR» WI 1 x/2' <br />I It Min. THFiEAGEO PENEPRA" OR <br />i/4i,tx,RijB' LONG BaASs Fitp3NING W✓ <br />11i4•.`-m A4F�.UNT�E FEaTMa1.£ Gi OC ALTERNATIVE <br />WOOD FRAME CONDITIONS <br />do ANCHOR LOCATIONS <br />PANSLAT'E PLUS i B' O.C, wf 1 a/2' Wn- <br />SCiN.E' 3!B' . I - <br />LAID pt.EIRAPNt 10 ERSI" WOW <br />"AID <br />PLATE <br />NOTE . SNNiER TRAGMS NOT SHRMS FAR C,AB,v <br />WALL MOUNTING INALTERNATIVE ALLATION <br />sVINUNN <br />p: T!L tiQia,� <br />a41ti� <br />iQ•..•.\GENSF `% <br />SCALE: 3/5' - 1• <br />S <br />S Y 5 <br />- No.7 i <br />FLORIDA BUILDING CODE Nlgh Velocity flu cone ZDna <br />* : '� `0 <br />�'0" •�' <br />1vo <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />F.P. Br_ <br />t 1t#TALIA1TQrL5. ARE ONLY uMN FOH ,iLALDWGs wr,N AS.O. DCS:GN ,.+d A3 UP Tb <br />+65.5, -52.0 P.t Amo PAnws LENGTH up TD 6'-ar.. <br />.AG'•, F <br />;s9p •.., FL R10 •' , -_ _ -. /'. <br />R IL ECO <br />GLOBAL. PROTECTION PRODUCTS, LLC. <br />Lvre <br />x FOR NEW How FRAME coam,FclIm WOOD madauts TD at SOUTHERN <br />'�'ECe'1C <br />fi .,. <br />� +,L`�, (L y �� <br />/TATTYI <br />INt. 4aW S.w, 3t 51REEi <br />N- akEl. <br />P{, ice. R, Wf r.AtrstiY OF Q.55 OR fRWL <br />A1- ANa✓ <br />IllFll 1.I,IN <br />1 t <br />7TLLR TEBnNO a ENGiMCLRMNG COMPANT``^ <br />n»-- M. ax atl4 WrgFw. 4A+i0,R n ari. <br />err,, : tar41 M,a : h° , ,- e,-ta, <br />PKaHE` U,SA)w-25N, FAY; ta5N 9D•"91a7 <br />2D-176 <br />FE. SFN/9R.0IPT✓0AtC <br />fA-C{N)m1a <br />*A YET A TILT m.. 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