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MAXIMUM A.S.D. DESIGN PRESSURE RATING (U,ji AN <br />CORRESPONDING 1111MMILIN PANEL LFINGTH 'L' SCHEID1.1i <br />FOR SERIES 1000/2000 IE-Z HANG STORIM PANEL (D SYSTE <br />.VAM-ghLY-EQn-RnLL,--!i,-,,k6,.p7,S.-S"AS.FLR,U:.IL.PL I'-71%vA'.-5mm 2A:, <br />kww� A.S.D. <br />" <br />VT'., <br />Nor, i , <br />� I It, <br />I ; <br />-I- ! <br />TO GLASS <br />IM-6-4-.4"I'Ll"911 <br />I <br />SEC'ETAFT To <br />- FA), <br />--- ----------r-, <br />1 (in S�Z-11 <br />t-7`WUM <br />. ... . . .. <br />2 ii I <br />am rrD . <br />- - <br />, . <br />. 2 Tw, <br />.66 FF - 7h 3 <br />70, OR USE, <br />---- --.-- -----, <br />- - - - I'l <br />-1 I I--, <br />- -__ _t <br />---- <br />_ 7�_& 1'* <br />- --- --- <br />.64i -75.3 ! <br />70' OR LESS 1 <br />2 7/8- 1 <br />- I <br />"i .- <br />I a .,* <br />. III j A S 0 Wt�P AT CNIEFFLAP A, ittill OF PANT. LEFF P,l 0 rW; Ri 1&4�� 5S <br />TMI <br />MAXIMUM A.S.D. DESIGN MESSURE MJ.ING IgNi AND CORRESPONDING MAXIWIUM Ali R I <br />I <br />SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK sTRUCTUKs A 1 � 0 - � -� I <br />YAi QhL,L fok-PANL-Ilb�,&-hL,-PIR--W-..'DQN."I'-t�!RU 4�- SETECT Z41'. <br />-- <br />AXIMUM Attioulum ANCHORS SPACTING, ,oml I 0 - 3 I/?- - <br />X ,D --�,- <br />"_ TON 'c;w- 7- --I--- --I ;:=-, ,.O 1 <br />_ <br />RATING _ -- I -T- -�i :0.8,.r*� ; =n,!*"- <br />(P FF f) ) LONCREFT To � TO L ��W�w APPRITUNAFE � 0 - A;1"�C � Ani (- " <br />Ii !,. ;;;tti 'We. <br />Loctr ,To �0-�--Tvflatca!F�7� " - I <br />i 12' N/A - i 12' N/A 1 12' 1 , I <br />L - N/A N/A v At 2 (Yop) <br />. <br />. 11, <br />1 <br />f -1 <br />12* <br />�----------� <br />----.- <br />3-* I to- <br />� <br />-----.r"-- � . - <br />3' 12- <br />-- i <br />'. � 5. <br />. <br />----- --� - <br />5. 1 . <br />--- <br />- <br />4' 5' <br />- -- <br />5* <br />,--... -- <br />� <br />� 4 <br />: - - 4 <br />" <br />-- <br />I R!"071i <br />., <br />-� <br />`-, il,i?O. - <br />I <br />� <br />-.- <br />i .--- ----a -- -�.- <br />� <br />- �-2-"--j--j..�--t <br />- - <br />ER -1wo -. -; <br />N/A <br />N/A ' N/A <br />, <br />. -- -- - <br />I N/A i <br />"1A ; 12 1/2' <br />I it' <br />41 <br />1 2, (B [TOM) <br />0 <br />� <br />- <br />I' <br />- <br />I IN /A 7 6 ,1,2, <br />- - - - <br />- � - - ----- - __1 <br />t N/A _ A 1�1--- <br />- ,I - . - <br />.- .--+ - -- <br />N/A : ,, I <br />I. I 11- <br />---- - - <br />-- - <br />----L----- -�. <br />111i <br />3* (- <br />� <br />N (I <br />m ss <br />� 1 7. <br />,. I <br />FT I I , <br />N/A I 9 1/2' <br />- --r --j. <br />1 N/A � 9 112- <br />_--i <br />N/A <br />' <br />- - -1 <br />, 3 (BOTTOM) <br />I <br />--------- <br />� 17' <br />- - -L <br />, � I <br />IN I- <br />_ N/A , I - _ <br />- <br />I <br />--- - 4---- <br />hi � I - <br />2 <br />� <br />1A <br />� - i <br />.- <br />-- - <br />1 ,2. <br />i <br />__�A <br />-- _� _ _,_ <br />6' 12- j <br />. <br />--_ �- _�j__L <br />1 112' i 12" <br />I <br />___�_- <br />1 if- ---:�- <br />__�_ _1- j <br />! v (BOTTOM) <br />I i <br />l LHATED TO 6640 "' ' A S D DESIGN PRE$"C RATING <br />A SEE SHUT 26 OF ANCHORIt HYPE A, "ACTING MR INITIALLATIOPIV; INIO WOOD <br />IIVAit OUtDO4 <br />WHYM *O*OR SPACINCS AND �M I= OISTAINCE AN VOLUTED OPIR THIS <br />SC14OU . FOR F D LESPt THAN INDICATED ON SCWDL41 REDUCE ANCHOR SPACING <br />By PlAtIPILTING SPACING, SHORT% ON 9CT Of IK FOLLOWING FACT01" FOR <br />THIS OPERATION TO K POS%Btt RIDUCIED SPACING OBTAINED USING $ACTOR SNAL, <br />PET W. I-ESS THAN MINIMUM SPACING PROCARD 'OR EACH ANCHOR IYFIL AT <br />ANCHORS LEGEND <br />1/4-. <br />1/4*. <br />1/4-. <br />1/4'. <br />ANCHOR riK <br />LAPPOW <br />"Male".1 <br />"i <br />--- I <br />.-.-.--- ---- <br />. VACWO <br />—--3" <br />---­-. <br />P- <br />3 <br />,, 2 <br />I,- I,) <br />I <br />, <br />I <br />- - - <br />1I <br />. . <br />J <br />C� <br />. <br />-- <br />A=& ED "K MOMM <br />ffew <br />I <br />!e,. ------I-- <br />IF <br />- <br />I I ,/r -- -- -, - <br />. � <br />. <br />- <br />SO <br />I <br />r L- <br />- - - <br />-.-I-- <br />-" <br />- - - <br />-�,- <br />- -- <br />- <br />IMF <br />, I/;. <br />- <br />-- ­ -- <br />......-- <br />.. i <br />4--ii <br />: <br />I <br />+ REQUIRES .or DISTANCE K'WkN 901nm LIP PANEL I <br />MR' 0 TO K, 1/2' . il/Ij, <br />P Illli <br />I '/. -1-0 <br />I <br />++ REQUIRES MIT. cisima BETWEEN BOTTOM OF PANCT � <br />AND Q To BE J/,5- .-J3/16' <br />61 1 U.. <br />- <br />-----.-------.-. ------- - <br />---,-,---,-- ------------ <br />.----.---- - ------.-----,..-.-...- <br />��MPONENTS FOR REGULAR , LIFE SAFETY <br />& E-Z HANG -5DTK-PANEL-aMEM,5 <br />(SCALE 112- 1 -) <br />- <br />15.125' (TOTAL WMIH) <br />- - 2.18" - <br />- <br />- 12 500' It ITICTIVE WPOi <br />. <br />- - - 19), <br />4 I 250� I <br />l/."i <br />- 750' - SS S`UD"�I�'M <br />'t b i/-' i <br />- <br />: <br />- F- -374,-- <br />� <br />1, , <br />10 ANGLE 0 I/4P' <br />- <br />Sao', <br />, L t - - 1.3,50' - <br />- I�SSO' - - <br />,/c <br />1.250' I ea., . on . .tat' _ OR 4, 12 2' O" <br />13 I 50, - it 500. loi <br />T , ,MAI W �SrD) <br />I I ?f <br />�, <br />.?W^ <br />I <br />� <br />, <br />I HEMMED <br />EDGE <br />MIN Tw� <br />rAL�WZLD SIT i"T <br />ASIM Alli /�FkT' <br />F� <br />I -- I <br />*) <br />�L. 1. I ) <br />I ,. 3.37 <br />�, "I , , ".ti .. , . �- I ". <br />71 <br />� I <br />6-* , Ii <br />id , j I - 1, <br />1. � <br />�'-" ' <br />t 015, <br />I <br />cRiat am, FaRNPITIM <br />2WT I <br />HEMMED 1 2 , 25' P <br />, <br />. bi I P, <br />L <br />j - <br />1 <br />OUTAIL A <br />G-60 GA,v <br />4 IF <br />Eart <br />I <br />L - <br />084, 1.3m,-i In, I <br />. - <br />(31) STORM PANE 1 <br />. . - , - - -1. . - , <br />. It , , ;I- <br />- ,i,P;, (,Yp) <br />-! 350* - I 350. - <br />VICTIM . -- - 2 000' - I <br />I <br />PANELS SHALL K INSTAL1.0 ALWAYS <br />' ,rMl' ' <br />Ill LEFT 10 PROMIT W/ 1/2'PIC <br />At END AT LEFT &of fit PANE) " <br />-H" HEADER Q <br />(�) " <br />7nTRACK (i) ,imas-WITH STUD <br />I <br />MPTOP Em <br />OPPE AtIft <br />0(121* (i <br />I <br />1-il's FINE UP '.. '. .r I .11 <br />. . , A <br />IS' KWED ((TORE <br />. . ,I 10' <br />Nni Ti <br />(ALVANIIIED Sli <br />'. 11. <br />" <br />. 1. A,- <br />-1 - ii.., �',M" - -I <br />To - I � . PAWL <br />, <br />I '. " , <br />- , �, <br />, 4" , " - . - " <br />, - , , <br />'33" • 270' I /, <br />� t <br />, <br />il <br />p � I , , - <br />I <br />, 11 � --..- -- <br />,� � " , <br />- - <br />* '? ) <br />I I i2oo 0 Iii <br />i <br />�-� , <br />0-375,0t, 0 M't <br />- 2 "I' - <br />.� � , -1-.- - <br />, O.2SO* "" L , , <br />, � HEMMED --- , -, � --- - <br />�, <br />I I i <br />07' � <br />"i <br />: 1,(-, ; <br />I I I <br />, <br />k, <br />- 7 2P,O, . <br />"I" , <br />1�' ISOMETRIC VIEW DETAIL A <br />I '200- "' FO 270- - " <br />. - <br />i <br />� , -11, J*, OR i <br />I I <br />I <br />;50" <br />' <br />ROUNDED CORNET'. 6 ENDS OF PAPi <br />CNO Lip IN/ HEMMED rDGr <br />- -- -- 7 378* . <br />'33" .. <br />q'i, f I I I -1 <br />, . ml* I -"' <br />� 1. Ii <br />I , <br />- <br />I vi7 <br />I <br />K t S) <br />375. <br />- F, sor"Otil <br />Amia" <br />' ".. <br />•500* <br />� I <br />I , -­ rvP - -0 7 I <br />I") i <br />I t <br />(�),KET HOLE WASHER LOGE OF PANEL <br />10�-HISA AIUM Pi (�) KEY HOLE AT PANEL <br />- `-- - <br />� <br />1112- <br />I I <br />C�-- . I <br />, , 2. .1 <br />- '150' - <br />I I - <br />.SCE SPREEII 6 FOR Atibli <br />.at 3, LIMITATIONS r WFVF LEW, IS I f, <br />12I . <br />; I �t I ( <br />2$0- <br />, <br />�osl' <br />-j I <br />375' (�) ALLEYL-2-IX <br />L I I'D' . I MAX, LENWH 7� 000' <br />- . 121S, <br />(TIP.) <br />I Tr <br />I--.---- <br />I L. Ofti NAUD FOR IRV UPTION' mto <br />WOOD TIRwILAES <br />I.. <br />3 ISO, <br />- - `93* <br />; <br />. <br />12r 2000 IF - <br />(�) <br />- 2 "ll - <br />BEY. `V HEAD <br />"- . <br />I. '18 . - . � <br />(( . L-- <br />U" HEADER 0 ,050 <br />(�) " <br />(Tv, ) <br />--= : �Lji I ,.- <br />I j I <br />..- - <br />(I � <br />I <br />I <br />, <br />Z� I <br />- 1, MIN 10 5" M., 'L <br />(R SLEEVE 1" <br />- 2000- - <br />-I I <br />LENGTH <br />100 ANGLE .J. TRACK <br />I ... 1411,111", (9 <br />37.4' <br />- 5000' Wdl - to ACLOY, <br />1184, : <br />... - <br />11. <br />1/4P.LXESEk' <br />,_- 200. <br />L <br />,,<iT;,. (I <br />N; '. - Tii�t��\ <br />' ONLY FOR <br />WIDE) <br />E-Z HANG STORM PANEL <br />I <br />W I I <br />.311* 656' I <br />I <br />- �50* 47 D:-�Zlj - oli - <br />�- ON ` <br />I U, <br />,c, (USE <br />:,!! � '�f ---!� t <br />�?, .-' -ENS� SYSTEM) 6063-16 ALUM ALLOY <br />I "' - <br />L , I <br />' - ---±-- <br />iii , 1 125- ?i 7.4- , <br />�Boi I " ----�; . . <br />I I& 00 I <br />"� -MIN * i& MIN ' I <br />[ ( <br />t Ff <br />, <br />, <br />" -1 : No. 44167 -- i FLORIDA <br />. X, <br />s ... � P "ARN, "Otin't, ING <br />.* * - 24 <br />I <br />BUILDING CODE (Won H[Igh Velocity HurrIcons Zone) <br />F.I. <br />CAGE GALVANIZED STEEL STORM PANEL <br />I I <br />__ L". <br />�: , <br />(`YP <br />I .� I <br />._ <br />t I 1i i <br />�- <br />- z <br />:P: v ..--------- <br />2.5W ' - <br />UNNIN FIT <br />� 2000, . . <br />, I SET SECT-0- <br />I � %, - - <br />- L <br />MIN , � - <br />,- I 11LIECO... \ GLOBAL <br />ii P, <br />"T"'Noo <br />PROTECTION PRODUCTS. LLC. t.n. <br />'M I it St STKr <br />(j� <br />BUILD -OUT "i t4-) <br />204" <br />0=-:,QUL-!r- BACK (f5 & i WASHERED WINGNUT <br />;.- , tLut <br />2WIM <br />. .. <br />i GINITTI-AIN .-.tat <br />Im=X <br />OWN, , Itim, A <br />- (e.)WAR-15HR', i (.�>M---,' 20-175 <br />- � - <br />- -- <br />IRACK-AHQU <br />(ZAMAC 3 ALLOY) <br />�I WALITA A I" 1. I L <br />1109i J! P! <br />14 �-i------=�-F- <br />.. ma2 of is <br />�1- i I -- <br />I <br />---- <br />I <br />.- --.r-.-----.--'------'-"------'---'- <br />- ---,----- - ----- --.-- --.-.-----.-- <br />INUALLATION DETAILS FOR REGULAR PANEL(f) <br />INT9 POURED CONCRETE <br />ALTERNATECONCRETE <br />ANCHORS LOCATION <br />CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POILIFFLOD CONCRETE <br />(SEC SCHEDULE ON rXi"ING POURED CONFORM S%ECIS 9 THROUGH 10) OR CONCRETE 9LOCk <br />S'[F OR Ell BLOCK <br />SHEETS 9 THROUGH 10) ,7 Co"C" REQUIRED , " 14, <br />REQUIRED I <br />_ _f Cl "/ , <br />-- -ATI= LEG . <br />_ I 11 CONCRETE ANCHORS I <br />4 <br />LXSONG, PCTORE0 , ,,,'- <br />IN 4� , I., ­, <br />/ , , , " , (SEC SCHEME[ ON , , <br />CONCRm PEOLOWD ,� " SHEETS 9 YHRETURLI, I , �2) <br />, , <br />I <br />, _ , ". - <br />: -� �:il ­� .. .... : , - - - .. I 1-I"Ni NAPPICTIF - I -f I �� - <br />.. . I ��O�� t f0i - " -- ITT <br />, I .N. - ,/, <br />�W: <br />I t1,44",L " ... , INTUDE, � SOWP CA <br />IF <br />: it/. . , � /4- � ,� . `/PF'--tPi .1 ./- .�'i LOY <br />I <br />- j MAX , I CONCRETE ANCHORS I I f - - -'- # 11 1/2* - <br />I -T- � 1. - ... ::: - I . <br />-: <br />.. <br />(SEE SCHE ON I <br />I 7-i L � <br />OTHCOVICH 1�tl. F -, --T <br />SHEETS I 10) I 1,AP-ii I LD . I . r �� <br />:• <br />1. � <br />� <br />E V ,:� � � W.� - - I I %:, PARP, <br />A. IT ,/1' At I -� <br />I * <br />, I , I'll I �.,�. e I I PANEL LONGTH <br />�� ;,t� <br />! <br />I -� <br />EX11�11FIGj . ., ",� r , <br />I t . ( t, E.. <br />CLASS , : .: I � � , � ".11 , , (SEE %CHF.DULF <br />ON SHCE"i <br />: - I I �, I - I 1, -, <br />vi � F. <br />'. il , 11 , <br />1 1 SEPARATION - I <br />- 0 ; <br />" � , , i I ; - I 111 j A, SCWD . I "F;;� <br />'i-. - el " I i I I O <br />I , I I I <br />I. , JLSUC I Cft SHEETS <br />,,, <br />I i 5(rAA,5 <br />"-Iii OP# S,i 3) 1 ""i zi�. 0 9 a I g <br />I "i, ; Bma III Won Mi ;,APT 10 GLASS I Sri SCHCDUUE 11-*ii - <br />C - PITA 7-.,) <br />� i <br />� <br />S SPAi <br />'i " MR. EE SCJMEDIJ31�E ON <br />0 ir ! I 1: 1 IV I , <br />*I' <br />� I PANEL LENGTH I sili I I P- - - Mo. , " i I "N' -"P <br />4 I I � � U- - r-41 <br />I <br />� I <br />SEE sr."i If I , I I <br />, $1 <br />I - t I '� - T1 PANIC Lf,lICTII <br />I <br />Li V, ON SHFIFF 3) 1 (SEE SCHEDULE EX'ST06-I <br />; I EXIST ON SMELT 3) i : <br />� I <br />"SEPARLITRON ',PASS I I <br />Gii �. <br />�� <br />I <br />To GLASS. . I I <br />I I � � - 1 - <br />,, <br />-I (SEE SCHEOULE : � T � � 'i <br />; i - , <br />I <br />'� " <br />P, � <br />I <br />0 ON SHi 3) 0 50 . ' I <br />I 1 4 Or 1. 1. I - I ,' I.- <br />OF %- 11 <br />, <br />( MAW I f � I MAX I ,7 �: �, � E P1.) <br />I <br />I <br />L� -ii I I I , �. I , , i <br />-, I ) . , : '. " <br />� -�) I <br />: 1, i I I <br />5 I I <br />40 : ,I <br />I . . <br />I I LCACER <br />, I '�� - C G I ---- -1 E D , L I RG'R - Of 'L <br />. I P, I I 1 1/2 O.C, I I ,- , 11. I P.M. <br />I I I 1, I , . � � <br />I <br />., <br />, _ - <br />I 1 , , _ I <br />. : I It <br />11 L� ! <br />� <br />. . . <br />I I I ,� _ <br />I <br />I , " I SL � <br />ii HIND �N -�7 - - - - - - <br />I � <br />, IT I/.- .,� �::._ --- <br />Ni.---1- CONCRTIF ANCHORS - CONCRETE ANCHORS , : <br />M <br />' � , ; <br />- <br />",*,. , " _j I I <br />, il - SCHEDULE ON % � .1 (SEE SCHEDULE ON . - .-L- <br />EXISTING POURED --- , - <br />' <br />, j � iSi SC � I * --- -jj) <br />: . SiCtIrs 9 ;MRFXjGJ1 '01 L", SHEETS 9 TUR0VG- 10) 2 <br />, EDGE Of WALL OR SLAB , ;, 1/6 ALUMINUM <br />LONG MAX CONCRETE -I - � <br />rrat"i A SPACERS 0 A OC VALID FOR <br />. - <br />- (ALT CONDITION) . I q <br />3/11l . �6'4' <br />POURED CONCRETE - ALL DESIGN IQ S AND PANEL <br />kX351ING <br />I OR CONCRETE: aLor, LXISTftG POURED CONICIFIFFE 'ONGTMS "A SHFIT 3 <br />CONCRETE ANCHORS " I REOUWEI) OR CONCRETE FIL" <br />", <br />G 1 <br />(SEE SCHEDULE ON � d, REQUIRED *�. ;; - LONG ALUMINUM SPACERS 0 <br />- C b - 1/2- OC. (SEE ItABLE JIFT ON <br />SHEETS 9 THROUGH to) <br />SHEET' q & 10) <br />BUILD-QUT MOUNTING WALL MOUNTING IDIR" m SPACERS 42LO <br />3b <br />SCAIE 3/li W%l SCALE 3/8- " <br />"i ...... T ......... I <br />I ". <br />A%Wk A... !�1,71% <br />A <br />.... - . <br />' <br />'r , - <br />� -^ <br />pj�-`�Ii FLORIDA BUILDING CODE (Non High VOILFIGHT, Hut Icon* Zone) <br />. <br />. - - ^ <br />, . Rion r,�. - 10 <br />: 0.44167 '-i I 24 GAGE GALVANIZED STEEL STORM PANEL <br />I <br />z * , - IT <br />. <br />! . * � * ;- -- - - - <br />. � I -� -"-- - <br />�. -TILIEC Of... SAL PROTECTION PRODUCTS I LLC- *71271m <br />I E.D. - i DISTANCE hmLfQ9--QA0ftm11m.9r-UC1WN5 % �--, STATE OF,',,- �,e -CL �- - Ls /, ao <br />-, - <br />' I \r <br />,517f. SCHEDULE ON- - - --.OAM. - <br />Iii vistrima a I 4100 I 01 �V <br />[UP Fiff BOTTOM WOUNIINGCAN BE 1� - 'tOlti - .O.Ctt.d co <br />' ��. .. .,�, , I Chi ill, 1ILD4 <br />-TOSSUP,' <br />"HEM 9 N 10) COMBINED IN ANY WAY ANY .. .. .lIP - - -= CPHpRAP_Fi -175 <br />I `W- - .. - Nitter (OU <br />INSTALLATION, '6i;, Cl**,;� - OWQ!1.:L:FPi ".1-11-1. )$" Pult IAPI 20 <br />L--- <br />0 .0 - - � . 04� W <br />Ift/tImWOV/sAGRATD�o�-n-­ - - - <br />T."? I ". <br />-- - . rivil P F , I <br />-.---...------ -.---------- I Ir <br />------- ----. <br />------------- --- <br />INSIALLAT10 DETAILS FOR SERIES 2Q00 & I 000 -L-Z HANG ,5TO M PANEL (-i")� <br />INTO -E-MURN-G-WOOD STRQ9-jV-M <br />- <br />- - 1'- .� --------f------ <br />F- - , I, I/V - IIINTINAT, "I.T."F1 -. -v <br />I.- -if I --- I, <br />"I" . - <br />I <br />, . �r � %Ckr^ 0 6' U I. FIT - I I L1151"'(1 .O.K1 HII I 1 MEI% j .. NPx t?li LAi sC-i # V ,; <br />I'll "T I <br />-, <br />i . , IF' <br />� . 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(11 101t <br />,.A, OFF IH, Ew SCALE l,'4'� I" 1"1A:I"4-C'11--'i 11ii pA, O`P - fw <br />- <br />ALA IFF, I W - - - -� --`;--.-1.-Al III L TING <br />SPA,( T <br />, fisiffiT <br />Who <br />- I Puli - IHO., 11 <br />�---A --.. . ING MOUNTINg <br />� �` <br />fialt' Rim W <br />I - ! <br />4ttAUATON% Ai 41 IATIG It. LPTk1#.L`L -. ,'c ft,I �--- i �CA I. , I ".,- 1, <br />-- <br />1z I,.- PIT .�, 'Ai I IENL,� IT. V m" t, 'u,"s �,� I -- � "IDUR"IVE VW <br />..I <br />� <br />, 1L. WIF, NTN�j 1. a c0W;.Nvci,Ll, ,li PEMi IQ i ,;(,F,,,,I�, %'N , �'} ,,,�l,!���:.�!41/.,p4,WER"'T,* <br />, I _ . ... <br />- , <br />F <br />I I'm 11. 7, .11 -1-1c'FLK- TxNsfl`v D, .,t! OR fol� I/ "k., <br />'�' - \�Ehi *-.r:? , \ , <br />. I -��' <br />s <br />- FLORIDA BUILDING CODE (High Vrl Hut icilt. zolIs), <br />I <br />f <br />.I <br />N`Ei I = : No 4 . - l4FOm 17TIA PHIL <br />= * � FF, <br />SEE it`�Fcl`1111111� NNO .(U,"TK-1 "I'll IFIF ,�pr.jp A! w Pit, � - III - * f 20 GAGE GALVANIZED STEEL STORM PANEL ,ITA- i <br />IIIL,i, As 1-c, co'.Xvi- " ,�'s 1 . RAT, I w ,ii <br />, ,,,IF , - I LL - S : i <br />I I I <br />I I - �� --.--.--.-----, .. ...... <br />4 0- j.11 aii HISIA�UOTF,11 1� 1�1 7161f6 r- <br />, , �� -;,*. SEAT OFi ,,;HPL�---z,- - ;- .1/. Put, <br />. --- - - , Z' Tj t I E C 0 ,.. \\ GLOBAL PROTECTION PRODUCTS, LLC. ' <br />-, " - * I - <br />- <br />- . <br />_3m�� --]p wx ENS,mXANEmLm-U=DNE - . ... , -J/ <br />. ..." UPT.I.F. . '....P.. ", HILK sIF 11 IHTUO -----. - <br />I ei V11 _ LA..., I'll, <br />?1-1 -.H, <br />"',,�,'�`()N, 'i <br />'11, <br />To, . Ito l. ."Alli 1�- AW ,�Lui 11 - ON A ANCHOR ED CATM "i -I,:, .�!4.1 lrl.-" 11 - 1- Dr. -11.6 - f-MA-20- i 76 <br />INSTALLATION Coil <br />-, 10 Lt,o�,�' e <br />I I "', -,.; <br />I�`Il .1 WALL 1/4' � I- --L.-----.----- T----- - "In " <br />liCTIT „. "IN 7RALP ILI 1�-1 '-CA U-1 "Firm. FF-., II sti,tw,�-I'Tic/L,ilt - IX- 1. <br />---:�W!21�7 -2- -- <br />-- ---- <br />I I <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.iii AND CORRESPONDING ,bo, 2/4 1/4. 3/4, 4/5, 5/5 IT 6/5 <br />jl�ljfr111M SINGLE PANEL M LENGTH "I SCHEDULE ONLY FOR REGULAR STORM i <br />IrLscb-LiNsEsTnImm -- <br />OB <br />,C---.- <br />Ir-IiIi11 ---2-10i-.--- -3W/7 <br />W/7 - &- <br />---4 <br />- <br />W- /- <br />--7 <br />PANELSINSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK WOOD (t) ACHORS (SIE SoAllE ON <br />-3:MIi -- SHEENS 9. tEDUL3" U.l <br />%Iii PANW41J0TAN=-A1Ji ,- - - --- --- <br />AT TOP OR BOTTOM ENDVAd1RAW.Oa ! 0 <br />TRACKSTH TA-Ii11�0.M.,))I I --- - -I---. I �, _-T <br />M�NCD-&-fAciInIt-% �,-_,._L" . .. I I -- - t--- ItJ <br />MAXIMUM PANEL LENGTH <br />"L+" OR "L- " i 0 <br />"XMM A 1.0 <br />CONCRETE & WOOD <br />GXi <br />PRESSURE <br />INSTALLATIONS t <br />STING <br />Dili (I - -) <br />--L. -r- <br />i <br />200 <br />,2 .-O. <br />..-- <br />120'� <br />- - - - <br />250 <br />4,-O, <br />- <br />,?,-$, <br />- <br />xC <br />?I, 8, <br />. -- <br />to - 0. <br />-- 330 --- - <br />400 <br />- <br />to'- I" <br />- -- - <br />0 . -,F. <br />. <br />-50 <br />9 -0. <br />- <br />. - <br />8 -9 . <br />- - - <br />50C <br />FT <br />- <br />,i <br />- <br />5S 0 <br />4i <br />- <br />81-0. <br />Soo <br />'10, 5' <br />7'-7" <br />650 <br />a'-o' <br />IF, ,* <br />70 C <br />?'-a* <br />?'-O* <br />75.0 <br />-• . <br />1'-s* <br />- <br />6 - I , I <br />- - - <br />8i <br />1-2. <br />-- - -o* <br />"i <br />- - <br />850 <br />- - <br />I . <br />1-0 . <br />- - <br />,.-,. <br />. . <br />- - <br />1i <br />- IF,- 7, <br />-9o-0- <br />-- <br />I <br />, <br />-.! <br />l000J6-S,- <br />-- <br />-I-i <br />7: <br />5"--; , <br />-..-.I <br />-I <br />ToI <br />---.- <br />6-3. <br />!,a' <br />1100 <br />. <br />I1. <br />.. <br />. <br />. <br />. <br />., <br />- <br />S-i. <br />MAXIMUM PANEL LENGTH <br />"Lil" OR "li (ft.) 0 <br />MAXIMUM AS.D <br />CONCRETE is WC00 <br />PE EUP <br />PRESSURETWO <br />thi UPPIT-ONt <br />m S <br />III FT i FF, -) <br />- --- ---I- <br />- - - L4 i <br />20.0 <br />P4 '-4' <br />13 -0* <br />,.--.750---7- <br />t.Fo <br />".-a. <br />11 1, - <br />,0,-,. <br />Jmo <br />JiF 0- - - <br />ci�:--- <br />OL <br />-- <br />!"i <br />- -.- - .-I-112 <br />400 <br />91-6. <br />- - <br />,:-2.- - <br />- <br />45 IF <br />- - <br />9.-1. <br />------ <br />6r-7- <br />- - - - <br />50.0 - - - <br />S, r - <br />rr'-j- - <br />St. 0 <br />. <br />Al J, <br />I--#- <br />. <br />WO <br />a -O' <br />I.-S. <br />- t- -- <br />i <br />- 7 -81 .- <br />- <br />- 7, - 2, <br />. . <br />mo <br />7 -51 <br />ri <br />750 <br />"' <br />- - L <br />- - - <br />SOO <br />.,-.--. - <br />- _L741, <br />I.-O. <br />- <br />,i <br />--- <br />- - <br />ft 0 <br />---- <br />;`-D. <br />, --- <br />ii <br />- <br />-Wii ------ <br />6-9; : <br />- <br />_-s-- -I-, - <br />950 <br />--I--,- <br />6 -7- <br />5'- TO' <br />- <br />I-- -1 -- <br />1000 <br />- - - <br />d'- J, <br />5 -7* <br />Toi - - - <br />- <br />- -6,-.?- - <br />- SI-74, _ <br />- <br />,TOO <br />- <br />- <br />-- - <br />5-1, <br />- I -it30 - , <br />- <br />-- - <br />4-!, <br />, - - <br />-10 <br />- <br />,E:- <br />-- , -1 i - <br />I- <br />I - <br />MAXIMUM <br />"MEL LENGTH <br />( ... ) <br />MINIMUM SEPARATION TO CLASS SCHEDULE <br />W040 SPEEC 4 '70 - 0 N <br />-- -- - <br />UHi iAJE�y RESTZ�;Itv <br />. <br />- - ---- - - <br />I RON. SPEED I ". `- <br />­- <br />UNRESTRAHAD I RESTRAINED <br />, <br />OFF LESS <br />I' <br />i '. <br />6, <br />! A 1/4' <br />-30 <br />r-"13 jC� <br />- - <br />�ici-m I 45 <br />;--1- <br />F- <br />! -.--- <br />I. I <br />I <br />1 . � '" <br />L;---1. <br />-: -'-T <br />-7 ----r <br />--._._.1 <br />--i <br />7 1/2' <br />---- -- <br />7 <br />I - � I/r - <br />1 7 '12- <br />7 1/2. <br />-r-.----- <br />- <br />----__ TOP <br />BOTTOM -___, <br />DIRECT <br />MOUNT <br />I I . <br />i .1.1 I STUDS' <br />-U- : STUD <br />HEADER k t-DER � ANGLE <br />i If ., • <br />I I <br />' 7 "' <br />.1 <br />� <br />1 ANGLE <br />I , = <br />- <br />� DIRECT Milli, <br />I S*Xl,!,STUD ANGILL <br />,- INAZI, <br />, <br />--i"'INIALCIA, A <br />i 111.0cm <br />IN ' i CLOSURES - - - - <br />-W - <br />W'11 SA)i CLI;r <br />46* <br />3S * <br />; 32" 1 <br />I 1 <br />I -57:--l-}2' <br />12, <br />'. <br />.-.----- <br />-4 --- 311.. -.�--4!1-L-la' <br />. <br />55 <br />­(s) <br />- <br />T�) <br />(1-41w <br />-�M <br />55. <br />1 12" 2' j 12" 7. <br />- _+W____ _ I I -! <br />'. <br />1 32" 1 38- [ on. <br />! go- <br />I - .. . <br />1 m- <br />so* <br />-- -- - <br />So- <br />t--,.---,--- ----IL- . <br />� 32- 1 52- � -V . <br />I T I � i I <br />I I � I I ; i 1 � � ,� 1 1 1 1 <br />I i 1 I � L I I � I � I I ; , I I � <br />� � I � 1 1 1 i I : I � ; � I ; ; i � 1 1 ! i OF <br />� I I I I I I - � I ! I 1 4 1 � I i ! II W � <br />I <br />- ! i �' 1 I � ! � I I ; - 1 I . I bi <br />I I � I I i <br />I � I ; I . <br />� ! i 1 � t 1,-t I i i 1 A' � <br />,JA 1 i � - i ; � I L i � <br />I <br />i I I i I - --,--�, - <br />I � � <br />� <br />I i 1 I <br />. <br />I I � � I � � � , � I � � !"itim - j ! - I - i - I J - i - 1- i •- I e <br />UNBOLTED PANELS I � j tt BOLTED PANELS W/ 1/40-20 - <br />(SEE SECTIONS AS � T � I � i � i I i t S N.S. m I W/ ii 0 EATPP�VFEETUP <br />1 i , I � 1 1 (SEE SITC11KINIS AS APPLICABLE) I <br />1 1 , APP�Ii IF F : <br />I .1 <br />I I I I I I . I I � I I i � I , , I ! I I I i � � � W <br />I I . <br />L 11 I . I � I i I I OF <br />I 1 I , I I , I t I � I I F,` <br />I � I i 1 . 7 i <br />I � � I I I I � I <br />, <br />� I I I ? <br />( ! � I ; � . I , <br />: I <br />I <br />� � I <br />I : <br />D. M.. (�). (�). 1- L 1 i � � - 1 - - ,--I' <br />I , <br />-Li *! - li,;)�� L. :' -il -- �21 itl I , <br />. .; �ci I � ;; ze, NFE �-� 1 ; <br />2/4 1/4. 3/4, 4/5. 5 1 �s Ik 6i I, UN <br />@ .19 - 3 i 7; Ili 2W/6, 3W/7 & 4W/7 Li. . <br />I* MIN - <br />.- ANC40R5 (SEE SCHEDULE ON SHEETS S. 10 611) - <br />- <br />PANEL <br />1) ELEVATION I <br />2.0 ' I T S. /.' i GAP <br />7 .4 - , <br />Ell (AN, CNEREAPP ., WI VAULCY) i <br />' <br />.. <br />MAX GAP -- /---.- -, - '�\:;"Pli --\---/-'---\-/--��\_-/-' <br />- <br />, II ) SECTION A -A I !" I "I <br />.,-, NIS ---/ <br />NDTCSI <br />(1) i MAXIMUM <br />L- ALOWAkK LEWH FOR A GVN POSITIVE k%D. DESIGN LOAD. <br />MAX ALLOWABLE PANEL <br />TOR A OWN NEGATIVE ASO. DESIGN LOAD (2) PWCO",Rt TO DERTA" MAXIMUM PANEL LE4i <br />GNEN A POTUDYS Iii DESIGN LOAD, OM,RMW 1APPITIMUM PANEL LEMM 'L,* FROPPA SCHICOLTU <br />GIVEN A NEGATIVE ZIP. DESIGN LOAD, ortERNIFFE MAXIMUM PANEL LOPICYN %-' FROM schni <br />IFXNAA MAJOULTIM ALLOWABLE PANEL LENM IS IFOUTAL 70 THE MINIM-M DMWWD PANEL LENGTH <br />BETWEEN ITF' AND 'E-'. <br />(3) SEE SCHEDULE BELOW FOR W4 PANEL LEW R POR09ITY <br />( INSTALUPPLIFICIPPIPS INTO W(XOD ARE LIMITED TO i 95 a.PF I MAX ALSO DESPON PRESSURE RATING I <br />AsBiF;TARi 4. it & it FOR Ill AS.ID DESIGN LOOS & MAX PANEL LrFICTITMIS 'OR <br />F -.. vwc FLORIDA BUILDING CODE (Man High Viii Hu cons Zone) <br />"i <br />... <br />* : 10, <br />: <br />44167 -'; I <br />I'll"FI) TPUTO). `IK <br />24 04E GALVANIZED STEEL STORM PANEL <br />I'? <br />�A,`F,"I 1111, <br />; <br />:��. .. <br />11P - : i - <br />T , "* Z -�� I I <br />, ATE OF ir7AM, -Az� ------- -.-. <br />"I ' - ' <br />\ <br />, 1101ECOsam , <br />--- - <br />GLOBAL PROTECTION PRODUCTS. LLC. <br />71"/Mo - <br />FF CATE <br />, 0� <br />I e,*-. <br />,� Lq - <br />.11t , � .4i <br />ORION ... � 7 <br />- <br />"I <br />, 4F 'i -il <br />�alt tt"d A, <br />- .. - .. - git� <br />qXR, . 51 6�, <br />`,`D. <br />20-175 <br />"1111,1z" <br />...... i'PiIi " " <br />i NAB- . <br />- oi .- <br />.-- <br />P.O.P, Doi . twAn-an, <br />jimmi rw <br />WWT- <br />- ----i- <br />- . - - <br />, - <br />C"-TXXFi <br />- �. <br />- <br />litti 0I <br />"i "44?-, <br />-11-At-.1-11- <br />I <br />I -.-.,. ---- -- <br />. <br />� IF W, 16 <br />- .- --- I---,.-- -.------ - -------.-,--. -----.---,- ---.------------. - --------'--- <br />, <br />I_, 7 <br />INSTALLATION DETAILS FOR REGULAR ; <br />� ffl=-1Q-WMUCTURES <br />FIFFECI <br />t--- -- - - - , - D ANCHORS <br />I (SFF 5 KDULA: ON . <br />I SHEET 11) I . 1� " .,N,-;NI,,,, <br />L 4) 11, .,w Him elli <br />. IF ,/.. - <br />- <br />- - <br />t-1 " �- -- <br />, <br />1 � <br />--7- � � . -.. <br />- <br />WOOD MATTER ,� I I 1"; , I'll I I : I 01 : ] I <br />, ( WOOD ANCHORS <br />I <br />PEOUFRr I ill' ISff SCFC'D`V'F!1 ON - � - . i P , <br />4 1 ITT <br />m 11) � . � I �,Q: <br />I Ii ,01i Ll --� � : <br />j 11 , i I I I , - I I <br />� i . I I WOOD H(ADLR -, <br />� � MnREQUIREO � - 1 2- I <br />I I lt;=/��--, AM, SM . <br />, - I I : <br />]i I IP i <br />I Ali <br />SEPARATION <br />GLASS <br />� TO GLASS. <br />SPI.."fri IF <br />I (04 SHEET 3) <br />1 <br />i I i , <br />I <br />I � <br />EXISTING -1 J* <br />GLASS! <br />! ,F I a <br />.l., MAX <br />PANEL i <br />ME SCHFIDIFLE <br />ON SDErt 3) <br />- % �z �-o L IL <br />(- ITTA Wim <br />omix r-li <br />I <br />I .it' <br />til,iFFING : SLeAmDON <br />GLASS - I :0 GLASS <br />i SWECkxE <br />I ON S.ILL7 3) <br />I * <br />, - .1 �j <br />t -- <br />C <br />- I FE <br />= � I %. :I I <br />. <br />T� MAT. <br />0 12 112- IL LL I 1. , - <br />6 <br />-, <br />I 0 <br />I <br />11 <br />1 <br />7 <br />�� <br />1 <br />: 1. � <br />C 0 <br />I <br />. ,L- _j I 1 4 <br />1 <br />4 .1 1-11---.- , - <br />i <br />Z%4, WOOD <br />4 <br />I I . . - I <br />1 *Ni i <br />PLATE PEOGIRLD <br />-1 - <br />"OOD ANH-OH, <br />I <br />- - <br />- - "Amvi TO � ATIMAYTIO � <br />STAGGERED , , , - <br />57 "" 1 M miEFT 3 MAI, se <br />":;r <br />. <br />� <br />(SEE ScHEC."I't, ON , . AS . M,*.'g "'O <br />'I I <br />I <br />SHEET, i bOmPult, WFIN, <br />"' <br />i, <br />I (1) Mk�LW An Nk IRnsm <br />I <br />i <br />I FATING 6 .80. -#b "J I <br />I <br />I m. <br />" <br />SEPARATION <br />. 10 (4ASS - <br />I <br />. -.1 <br />j ISLE SCHEDULE <br />: <br />"i <br />I <br />I ON SHEET 3) <br />I <br />. <br />I . I <br />�, <br />.'o, <br />Met "PIRP <br />I 11, <br />I <br />LENGTH �o r-C <br />EXISTING-,' I <br />I <br />(I <br />,�i Ii <br />I <br />GLASS I � <br />I <br />P PANEL LENGTH <br />(SEE SCHEDULE <br />I ,F1 ON SAE(14t <br />I I i S <br />� <br />I i ; SPACER <br />� - 11 SPACER ,I � r'j Of v I ) <br />H- - -1 LENCI H - <br />. I - <br />yAX <br />ED 1 1 1 <br />-i . �� jr-- ir", -- �-:,=-- --- - : It <br />IQ I . I - -1 "- <br />4- -,-. -I.- . - � -- - L-I i I <br />i 01' MAX LONG ALUMINUM SPACERS0 12I/ <br />. C C (SEE TABLE 01 ON $NEU 11,) <br />SEE NOTE- BELOW FOR L)MIIAWNS TOR <br />.1- MAX I, I 1 : I I 12' LONG SUSrVCS <br />PANE, LEW., I <br />(S(E SCHUTT ;F I <br />ON SHEET 3) i PAN <br />EL MATE FEMALE ID OR PAITT MATE <br />I i PLI,M i SCHEDULE ON SIPE7 Ill <br />11 <br />-I! 1 <br />2',,4I I- woo <br />1. . PLATE REGOI <br />F ;1� <br />- DIRECT MOUNT W1 SPACER 4N <br />: <br />; <br />RNA <br />'ALTETIYE IIW <br />1,5A SCALE 3/8-1- <br />� <br />0 " ;/7" Oc SEE TABLE #1 ON SHEET ll FOR MAX. PANEL LIFFOGTHIS A, <br />VAX ASO DESIGN LE'ADS FOR THIS INSTALLATION. <br />I _I *00rl ANCHORS <br />51AGGERi Wl 'STUD <br />(SEC SCHEDULE ON <br />SHEET 11) <br />2'.4" *ODD <br />I PLATE HaTuNi <br />I <br />I (2) wxww sra,IPtiII PAPFILL Lamorlit M <br />. 12.' WALL MOUNTING ,I DIRECT MOUNT <br />WALL MOUNTING 1 (t) srom PANEL Tworrit"Tow is ONLY ALTERNATIU-n <br />� ANT ow. wow MAW - SCALE 3/6-i' <br />ALUMAI&LAW � I, MPAIMM VALID ONLY FOR WIND <br />%ALE 1' I ZO.M 1. I A, 3 M A I <br />1"2-06 O"to$Atlltto" <br />, <br />I - . --- - - - - - I / Pi A;. �/Pl\ <br />W. *� <br />.,I ,O . - <br />Nom, I .. pifi � <br />-NI <br />NVJE-FOR -COMB 1!Ii!i SECTIONS I INSTALLATION ARE ONLY VALID FCQ MAX, A S O � : No. 44167 ": -z <br />DESIGN PRESSURE RAT-NG (f,TT AND PA LENGTHS - * : <br />- * . i <br />TOP At BOTTOM MOUNIINGS CAN BE AS PER SrHEDI)i ON SHEET 3 (EXCEPT FOR = . ;* <br />. . <br />COMBINED IN ANY WAY TO 'SUIT ANY ALTERNATE 21i I ':$'-. - . . ii <br />, , <br />., <br />- - I . - <br />INSTALLATION !�, E.;• <br />'CTAIIE 0, , . � - . <br />2 FOR NEW WOOD FRAME CONSIRUPCIFON Vi ZS -` X; 4- , M I/ <br />EMi TU BE SOUTHERN PINE No 2. Vi SPECIFIC ", ;-Vtz <br />I DENSITY OF 0.55 OR EOUAj pill ft/.. <br />--.-,-- <br />I <br />I ** ML. � <br />I <br />I ITIMPOLA ii VA, WE , 'Ir LONG IF i <br />! : <br />1 (1) #W&OJM 5 LAMM TO A ONE ...... PALIV" wm IT-O' I <br />� MAX MENI FPCON -tIaM MM 3 A PKSYMCtM rMU ANY � <br />&IRA" MUCHI V)FAWMal .XG= ONT ..Er I,). � <br />� <br />.) <br />I 4TT m OW4 row wMPo" IM (PANEL WR rn"u 0 OW i <br />I -IMC TanAWE)SMALL AT PACO � AT a,/.- oc- <br />I (INTS a A Atslflcm. mom DIF 111i oc *Arm At""M OR i <br />� writ 9) � <br />I (31 WAX. 24 GAGE PA.If1 LLN IS UWMV TO O' AT ANY OPEVM 1 <br />' ma A, A manxii flew ummam mmi awle, &LMW ON ' <br />: sc'tKu. s1Ar 11) i <br />! (4) I 1/2' LONG SPACER COMPOOP figh SHALL K AS WEVAIM ON ' <br />� sFw 2. `RCNNU = 1*1 I U, iTs = " " Orel <br />. . ow I . 0 0H ATW <br />! C. NO* SIANWAD AND THE 2020 OWT cultm) or THE rloftDI <br />I INUALEANG ON : <br />� <br />FLORIDA BUILDING CODE (Non High Velocity Hut )cons Zone <br />.2m MILCO. - <br />----- <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />,-,- <br />, rl� <br />%In v <br />tom'__ <br />IF <br />0 M-= " <br />--.- <br />--L - <br />"I" <br />/ I I <br />, \ <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />MOO Sri 51 STRILIT <br />�, ft 1- <br />"HOM. (Itt"AWN-1.1, - to.mo�n, <br />- ITATE <br />- -- <br />20-175 <br />TKULTIT MM" a SNOW"ININD OMOIAMY <br />... - IT IN. --MW- .1. <br />... Fri - PXTr- <br />-voXi <br />ONNINFIR, NIP <br />T1 . - - <br />.�, -.- <br />WTi. ATILT W. ", <br />10i I,, IF 414'a, <br />. <br />--±- <br />. <br />! <br />-Lv1---1--- <br />r-"--.,+- <br />- - <br />mn 6 9, DIl <br />GENERAL NOTE <br />-1 PA1002 <br />1I1IIftF;!i <br />0 14 ffu�Fl-fii WI 0ll ', - 0K. <br />'A <br />, 'g�',M�Tj ITOCLINT �V I 0 ) FAS BEEN VERIFICII FOR CON, %AN('[ IN ACCOLOANO <br />J.A!2li -0.54 <br />/4'0 ITAPCCIN ANCHORS, AS MANAACIkIii IN I I W Bi A. INt <br />WITH T;IE 2020 170, (Diri 01 ., i I-OCIT IHS ",NORM PANEL ",Fli NO. fit FNI,Tklflt IO Hii <br />ItIt rJOEFFICIA BL"i <br />- #:4- 11 FANELMATI! FLMALI. 10 AND PANIELAMPE rLUS ANCHORS, AS MANUFACIF,RED r CP.CO CONSTRU11.Ok I'Fli- <br />R' <br />VIFLOC- Y Iii HICANE J.UNi (MUM-PAI-A / FIROWAR0 COUNTIES) <br />� 1/4'll L� SC NEWS PER AIDS <br />I T AIR <br />fir"N Fli LONi �Hli TO OfTERMIrl A� PER SECJFi 1609 CIA Pri Afli MENTIONED (OCR fOl� A BASIC. I L, <br />, ,I" SIN' Ii PUSHING. P6 Pi5lkitlili FY ALI POINT 1(14W HOT I 4 'FICALIT --O <br />I I F <br />S'FLU AS REQUIRED Ul 'HE Ji.1041DICITC. WHERE STORM PANEL ii OF, NSIALL19, AND rOR A rIIPFCTIQhN,JTY` FPi <br />90=0 05 OSINC. ASCF 7-16 NNU Shi NO CVCC(1I THE MAILMUM (IS 1) � DESKI, Pfirf',�SUPE IZATi Rri Q14 SIFECI!i <br />� 1:t MINIMUM ti-ii PENIETRATFION, INTO FPFQOO OF TAFCCA4 ANCHORS SMALL BE 1 1/2' AMU k' IQ" i PANTAMI P405 <br />3. 9 "I'M V & 17' Fa <br />M40 PMrLWAU FEMALE it) <br />IN ORDER TO VIERPRY IN( Ali COMMION. 101MATIF EXSCNI ii LOADS, PETEAM11i I'" A3CE 7-10 SMALL I* Fdi <br />FILDUCLO TO ASO DESIGN PRESSURE RUING p! mUL,FrT,N, THEM ey 06 IN ORDER TO COMPAPPE THIESC Vi UFAY (ASO) <br />� 1� MINNI THFICADLO'PENLITATILF11t, Of AC SCREW INTO THE WOOD IFFAME UNIT SMALL BE 1 1/2' ?.0 "Mi <br />:CONSiGERECI <br />DESCH PRESSURE RATINGS INDICATED ON SHT k 1, , , 9 10i 12 4 17. IN <br />PINEIVA POIN INTO � IUCC(i SMALL 13E AS FW (A THE RCQUFRCU THREADED KNETRArk", <br />If ORDER 11) 0 P.01 FIAT AMCPiOi ON 'HIS P C IT AS Tr.9TCO WERE NOT OVER STITI-;SCI.I. A ,•LP% IW'RCA%E OF .1 Of"I i <br />STRESS TO WIND LOAO-1 WAS NOT USEP IN THEIR Ati F&SrENFITS SPACJNTG TO li HAS STErh CA-rFRMPi IN <br />C I) UNNNfM Li liMIAPICk OF JAC 5CIIEWS. INTO WOOD i,,Ait HE AS IFILINCATED IN TI11% GROWING <br />Al,)R W;r Iii N.GS WIN <br />Sit)- FAP ADI(ji f0i Mi AND WIND RCSFsTAN(;C PfAs BEEN vO,li tm AccORCUPi miH lqcysm IbCtti.? OF <br />(A) MINIMUM PtIVIVRADC" O� WOOD 90SHINC S'M.L Elf 5/6� ','A- V 20 �Ci lJSED Si it[ I 1/7- t0fr� MINIMUM <br />THE ABOVE MCNTP(i CODE AS PER AMERICAN TEST LAB Ov SMITH FLOPIUA REI JOi ANib ii C9, A5, <br />SMOi STUCCO "t�l. MC� I' MINIMUM PUFF Viii WITH NO YPkr,O <br />prk SET) `2_99 & ATM C 330-02 .51AINDAPT`�, ANU APTUARAN ]CM1W, LAM SOUTH fiLURFOA FICIFORI 011�301-10 AS PER <br />)AS 201 AND TAS-203 I-OVOCULS. VIC: AS P�,w CAALCUkA-,IOFP-. PfATONNIECT IN ALCOROANCE ii SECTION 1604 OF THE <br />( 5) IN l-,,i 1HAt F91CASI STORE. OR PRECN,�T CONCRETE OANji STU070 OR WOOD BOARDS Or PSUND 014 TfIC CkilwnFr` <br />11CMIDA DIIIINATIC 1*1lrlf <br />Pli ArtiCilOPS, SIMLL RE ION, ENOUGH TO PEACH lK i STRUCTURE BEHIND SUCH PANELS <br />AKMOfUi SHAI- W AS MF,NI[ONFCI IN C 1), C 2� & C.4) <br />2 AtL AtUMIN411M FXTNU5tcri5 FG RE 0061-16 Ali AND ICMPi O,ti OTHERVi Ni Eft- 1,41IFF-T 7 <br />FDi A11HOW, li-L, BE IFTSIALI ,0111110- At'. (,V IIIJ H(ILAFMJN(ADC.6 NO ]iPfT`AFK.:AIIO.% 1,, fif ANC110i A1.01I.-TIMIN <br />l At- AIVIANOM Oli kAlk 031,0 AT. T-I,01.,Utff-� SHALL HAVE 310t-IT14 ALLOY <br />6 FAINFLS i A',SCJ BE AIS'Ai f4QPj:ONTAkLt FIN-'011i N57ritrLAITION OFFIlli SHOWN ON `UICION i I-POT'i 6 (N-PITS 4 <br />I -it STILEI. SHFrj METAL PAIDITIS �FFCIL HAVE 3TRUWTURAk Ch.;Ailrr �TCXI. A$'ti A-G!3 (,PAOC PC MITAMILM, C, AT) GkVANT'ITC, <br />141I t,; OFAE" 14AT MEAQTTRS0&(D SEPALLI MCA BE USCG. <br />Si Ut�YGNAIION Vi 1:1�2 11, PAfIfP RUi <br />4 I SM,I -31 TFP RCS-ONSISli OF THE CONTRACTION TQ VERIFY THE SOUNDNESS if FITE IFFANCTUFFE WHERE 'Mi i� it) Of <br />, , <br />I At ST.IFFEVIS YCI FF V.Allli STEEL X1 Orr !IOS AASI SCRICi CP :ORINDSION kES,VT'ANT LOAFEC CAFTEPON 51111- At, PER DIN <br />ATTIPI lf� IN'tiORE PREFER ANCIFORAGIL THI� DfUli STILL �.i BE ArTi M CONCRETE EFLOIT. Zip I IRFPP�h <br />BIVILTI-K5 <br />50 ' " �4!FF W1 SO Eji, YIELL, STRIENCT11 ANO 90 kji� TENSILE MtNi Allift 5FIA,LL COMPLY A/ 1:1'.PPMA HLFISIFIG 1•01.11! 540UN <br />21, ILI'. <br />I I) [Ii ki �TCAFW PHI' WIT" LUNUFt,,S )NIP GET' AS PC? ,-ECTIONS 1. 4 -. 5. 6 Atilt Aj,TFNkATFVt1l Irli 3W III 4W ,I* <br />(CAN <br />soLrts 4, !I, i At 1 FESPFcTFvrLY. SHALL HAVE A LCOIXT AND RFACILY 'AS98a MARHING INSIRUC11- 04 TENANT TO <br />E, BY 17 TO BE A�lj A, 30' UATY,i MT11. OR THS, 10. St KITS S7mi Slilf! MITI 3A "� IANMFJM (ILLU SIFIES-11TH <br />SECTRE rViTtS WITT, APTILWASIr RrIWONCICUENT OLRING PERFOOS Or til-AFFICATIFf WARNING <br />? Am-(� 10 *At Sli HE I,I, FOLVIFINt, <br />11 IMF. INSTAIJATFIN L-TAITTAPPI10P 'l It) ',EAi/(, Ali All SHFUTILF, QUMPlNi ktif,(S Iii RENTAL% IN ,LFNT1N1-,b1, -UNi Wlill <br />VM1 ULTPVWINiINTRVONEON <br />III) ft� CN115O.14 rvvfFEU c9plim.1t <br />- 1/4-0 TAIPCON ANkS MANUTT'ACTORITO NY LAW Bi ?N( A411 I". 1192 FF..) <br />IZ �,;Fulift PANEL. INSiTALLAILIN SMALL COMPLY WITH SIFCS INIK.T.0 IN ,.Is PRAWFir llws AN, 0111(0111 .IT) 11114K. kici-PLAIFUN" <br />I <br />'::FP#,.,tj'e" CAl IN ANCHORS. AT, MAWNACIIIREII ET, 01i !NC <br />PROWC"� If, WE 11FT41GLIC.Itti WERE PERMIT "� ii 0 1C, <br />�' <br />/ ./" SOLIO Sit' ANCHORS, AS DIST hni D" All "ll"T SCPFW "T A SP71"i C 0 <br />i M. I', � -I'M oli I <br />13 (j� TIFFS PlFQLOIJCT "ALLPAIDON OOLUMEN't IF C E, I ETIEFARU a, THIS ENGiNCEFF, I-- CZNi ATIC i Ni FT-W,D1 IN-Amia", <br />ITI-111 PANFIMATE fLAUM1. ID 1, PANCIIA47C Pi.,Ji ANCHORS, AS SANurACTkJ4LO 0,' Ei CTON-,�Fi PROOL)i <br />10. A ',li SICCIPIC Pil ,, PFICAT -E SITE (`ONDri DEVIATE FRi �,E P(,) <br />1/4"it z,ANAL "Lin ANt:Hi AS AUNUrALTUREC fitr 'EWALT FIC <br />Ih� r,:,NIRALIQP R) HE FIESPONSPOLF tCIR Irt SELrCLEF1. VI)R,-`MAsr NNIS frCSIALLATION INCLUCAFT4 UrC S,AFTE�f Or THIS F`IRODUf7 <br />m1ti; IN I`Rs PC(, P`Fi T.E/S.t Li 140, Uk`YAIE P`110. 3111 CONEPIT,ONS L-AINJ FIN V'T" !"t-Al <br />I � MINIMUM FIATIFLIMPIPPRI OF iMN;Lllf ANi INID POT)KIi F'C,W'RC7F liHALI, At I 31A'. 2' IOR fLQ0 PAPPILLWAIL kill,', <br />I <br />CONSTROCTICH %AFLi AT SIC IS THE CONOTArl'i RLSPONSPEi <br />, !/4- (CM ,'.AMN. PAPPILIN ANCHORS <br />A 2, , <br />. . ALA. iN & SOUPO.-SE-1 AMMORS SHALt EK 049i 1/19' lNIO THE POLT CONCEIFIT NO CUBCOMENT INTO <br />,lli� rvALUAPCN DCl,jilli IFFILF HE corit,,Ilrri NvAUrj it UOQ,F,fj <br />(,) Tm� PROD <br />�Tk 'CLO SNAI) BE PE,E4I 1/4' 0- �O W,R(WS Lt.LU SHi RE I 1 �7' 'OFIC mi 011OULD SWCCIO kyIST <br />(11 "T SF`fI:Pii "i "MI fit PREPTILli IP A FT URIQA REI:F�'IFFILL) �Pti;IPPEFN OPH Aki:Hfi I WP41- WILP K',CAT 711- <br />ANV T* MINIMUM FUN WALL' , Wi NO 51l)TA:IC1. AND MAI BE HLAUCO :,(.Ptli QR. ALL YHREADED SCREFIT'S */0 MLAL% <br />CNGINCLR Or RECC,flif) rk (I A ! FOR THE PRO,IECT AND, Ti *;,I Sit PEt,PONSTRICE FI)EF THE <br />i ii WINE mi <br />"Ri USE OF THE Pk n (.NrJKF,fF? OF RECORD. AGIFNC. A�. A OfLi 1!.NTT-NliTO THE <br />r, , t.,:1,T S,lk. ,LEM, ,,,, ,k,S i t,.E �,,E F,jF.,rX, LRA,i F,,, Pi <br />A �, . (A�E I-r PRECAST 5rONI.. FETCASI T-,GNCRE`Tr� PANELS. PAIII STUCCO OR WOOD )M I' ED F10IN!" CPR 7-t <br />OTSTINC INALL OR OLOOTI. ANi �I�AJ, RE ONC, 114011GII It; REACH Tll,' MAIN STRI-CIURI "TIN '31J% PANE13 <br />�v� Ti--!�S FL,'l SMALL 81i INC UAR APIL Okli SEAL ANIL, SOGNAIFIRL Qf ?HE FFFF,)Fis�li <br />ANCHORAGE Si Fif AS MENTLATit? IN Ii AN(, III A�Y) <br />(hGLNi (A Rhi THAN PREPARED !T <br />III) 'C-C.XJSTT1C CCFNCHETI ""A WALL 06IFFI_ L, - 90 <br />t4 -.jLHlT1[R,,MAN4;J1ACTURER . S LAVCL SHALL. BE LOPI ON A RIANLY `A:MLE LQCAY,ON AT STORM <br />T/4" 0 TAPCON 414FORN, AS MANIJIFALFT)FIFFIET TO I I OF FT Oil: <br />PANE', 51 TrR IN ACf.IORCANCE Al SECTION 17099.2 Of FLOFUCA BIALOINIC COOT. ONE LABEL . <br />- <br />." ANCHORS. A!, MANUFACT.RET, DFWAi ,N( <br />� "/14"Fir 'i <br />l4ii 8 ?"I <br />. r TPLA'Cr) FrA LVCJlCT COO'ENINL LAKUNi TO ,`,O%FPT,1 At- �fi`qi I 'N � 3 QI* <br />- <br />rUORICA ISLIFLDIFIr, COOL <br />",".1"iV SCI ANCHOR', AS DISTRIBUTED Ffv Al I POINT SCREW, STOP I & TPPL0i F�O <br />A .... <br />'14 10 LANE MAIL Ili TO AND FANI'Li f-US KIIORS AS VAP4111ACTFIFFED it' fi CUr'.'-ClPLYN Pit 20 �MIDID"'11 <br />11 <br />' <br />1/4- 2 ?AMTi t1i ANCHORS, AS MANVFAC1,FSE". Pi OCIPPIALT. IN( ,iii% A T, <br />. , ,�ii . :­1401;�."'i <br />'E <br />" <br />S ') 4tN,M,,M FMOCOMCNIT Of TAFC.3N Afri 171SO ITAFELMATES AMC ZAMAC Kki ANC,cip, A�. <br />.Nn) Pri , G N <br />'.., <br />" <br />S, !A <br />. L� <br />(AL71C. �Nfl S.10M, FIT I I/.- $' .. <br />' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone <br />R IF CALK IN N SoT '3(1 ANP,MOPS SNAIL RE FMbLOOFT) 716* NfQ :HE CL)MCRIFTC FRO'K-A TINT W.J t&L,,iI`NlU,44 67 I iii I.- At i 24 GAGE GALVANIZED STEEL STORM PAW 11 <br />' - I -. <br />SW0.0 SPLAU CIE. PERNItt" 1/4' •0 20 SCIi USED SMALL K •- 112* LONG MIN"'i s-QL'L,v t'i f,cs-, Fir , ---" � -- -1- -,-- -- <br />ANO �' FAINIVI r1i III FAIrl, NO STTi , l ��*Pft- -r'�- , I "! L ;t- , 4 GLOBAL ROTE "T S - PROTECTION PRODUCTS, LILIC. H, <br />S .$`.. �TATF F ' - i, 11 i. : C I <br />" ' <br />r <br />�,- 0, <br />t t) PP CASE THAI EIPI SIIONII. OR MICCW COW,PET rk`C.S�s `!CC, OR WOOD BOAFFIC 4�10FIVL <br />L <br />TkUMIN <br />- -T -,w- i"i a.iNir -a;we� iiil - I ,"Pin, -,--.- <br />/- 'r� ii--"vi -1 <br />I 11114 <br />.", - ... - AA - - - - 11 TH. <br />. ', _P_ <br />, . - i.I.I.I.. 1. 1-- -i-1 I..�-11.� 1. IMPItIMPT, 20-175 <br />..X!;TtNG WALL ANCHi S11A11 BE IONG fNUl1GH 47APEAVIT"! F !"RuiLlIjEn Ull"NO ,U,:�Ot,,,z,,x&,q, - .. i , . <br />. Sit <br />IIIii <br />A� <br />_,.CATUP S,W, RE A'S MENTIONED A E` 1) I'D PH 8 2) OVAL <br />4 <br />.- P- <br />.... .. .--.----I-11'. �-n-!q:�- �� .-...---,,-- <br />� I. I, .N.--/wit, <br />!?T- <br />it � <br />- - - -- ... ---- ...... ------------.---- ,�,-----------.,.,-----.-----.---.-- <br />I%%,%' <br />AN M A� TILLFTF " " ...!- f-----, --t--- -n , FIT III <br />Ow, i F.11.1 . , <br />-,-------, - ,---------^" ­ --,----------- ---"---,----,----- ----, <br />INSTALLATION DETAILS FORREGULAR PANEL',,j`T` <br />"Rf,.ALI-Pl <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCT � -URO <br />I' <br />� <br />POURED CW-m EXISIING POURED CONCRETE <br />gS"NG <br />rW,RM PLOCA Oft CONCRETE Ei <br />ACCOUNTED <br />I <br />CC, ANCH011 cot��Lit ANCHORS <br />* "Mom <br />I (SEE SIGHON �- t (59 SCEIC OLE ON T, ,,, tASTING POURED <br />9 THROUGH ICI ��tii smem. 9 OTHROUGH 10) `, <br />( CONCRETE OR <br />* <br />I <br />, I <br />, ti <br />CONCRETE BICCX - ji <br />" - I ID (�) I,.-.-.,- <br />I I - RECIVIRIE -sr - -- <br />� <br />. I . .1 . 11, 1/2* L - <br />.. - 11 /2- j f 1/4- - --- ,1/4 It . I q. mc <br />- <br />I - . -11", - � , � - .--- .11 <br />-- ,-- MAX . . - -�-- WAX CONCRETE ANCHORS ; . I <br />I 1 1 <br />P f -,.-.-, <br />I <br />I <br />I . I ? (SEE SCHEDULE ON - <br />� -1 : <br />L.L i SHEETS 9 rm"kk;X;04 to) I <br />� I I I'D 11 : <br />I <br />1, <br />t <br />, <br />i I I I <br />111,t�11'1 I ,T�/ /I <br />1, , , , - � : ; <br />,� 1MV , ; """i fi <br />, . � - ],`:,�,, ,�. - 1. <br />�: 1, - - <br />I . ( '� : I , ",. <br />, : <br />- <br />" � !� � I -�`�, I <br />- , 1,; � il I �! <br />It I .1 4 <br />I <br />. . I i I 1-1 <br />I - : <br />: H I`l- - � I <br />I I p 14. -� L D ,� I <br />", , I "`;a�- I I "I" ! I <br />0 <br />iS ; M.- <br />I SEPARATION I ,A 11 SFPARAnDN ; I (ii `M` � , , <br />� GLASS <br />TO GLASS. , -, I tAr rom ma I To <br />I " - oVFTP i : I <br />rx's"IN i ME 'ft.vn' �, , ( <br />"* i " (SEC sckroutj •: I I I <br />'Li S6,Ov 3) # ! 1 ON SMI-I 1 3) <br />�jj i, <br />CLASS N I tENCII, .1 1 1 <br />� i SEPARATION : - - <br />I I (.51 it SCHI OUT T FT ..I. 1H. IF <br />1 j IF TO CLASS I PANEL LENGTH <br />I I ON SHEII77 31 11 PANE, LENGTH <br />I I ! I C , I -1 (SEE SC14toi I (SEE SCHICOIXE <br />I <br />IT)FICIll ANCHORS 11 11 I I (SEE SCHEDULE I ON Sri, 3) ! <br />I ON S.w 3) <br />-- 01. SHEET 3) IF I <br />(SEE SCHEDULE ON 1 ; I' I A I 0 1 1 , ' <br />11 I <br />SHEETS 0 THROUGH I Mi I i " <br />-1 "i <br />� <br />Wx <br />I I � [XISIF"i ; 'I. i LIuSING, I I i <br />I i OF 'I' GUASI, 11 I E �, I <br />-1 <br />! I <br />, . <br />. f ", GLASS I <br />I � � l F I MAX 11 �? ; � 'f-,t- I I I <br />. . <br />'; 114 � i) " <br />1 I I <br />i D I ! *�i Poi 11 I I , ;, - <br />MAY I I <br />' <br />I <br />IT, " . <br />I <br />,L' I I It IT, FF ,/.' - . I I . <br />' <br />11 I,* <br />� <br />! <br />I E D I lt��", ' ` : It C D. I I <br />1� � <br />I <br />I <br />� : I <br />� -- I I I. t ifl�l <br />t , <br />" �11�=-- <br />i� [xS,RVC; rokmEn � <br />I I I - CONCRETE OR .. lar Ii- 1/2. C, c.I 4;z-- 1 AS APPLICABLE) <br />I W , ;I;,.,- - PNANNXX Him CONCRETE RUOCx CONCRETE ANCHORS 1 <br />� I � mm IN sm./OR I -=� r . <br />� <br />�j <br />1 I 1. REOU1,111ED. � I I ISLE SCHLO ILL ON I - - .1- . .11 <br />, � I to) -.0 - -I)- I/.---,- S, i At - - <br />; <br />' ." 'I SHICTS 9 TiHJROUGHT 101 4 <br />' I I ALFCFFNATI, - I' `P" - 9 IF '/7' 1 � I *A(t4, WHEN sum � <br />) R' ' <br />. - <br />� 1' r LEG IOCATKIN , <br />� . I I ARE USED A, W/ EXISTING FIGURED CONCRIFIE <br />iii . K-PI <br />I � I ON CONCRF71 ri <br />VANELMAIIIS W7"Oh <br />ALTERNATE CONCRETE - gNMEFFIFF POURED CONCRETE CONCRETE ANCHORS ART USED REOPLINTIED <br />A`XNM OR CONCRETE RL01i REQUIRED STAGGERED W/ STUD <br />Par SCHEDULE ON (SEE SCHEDULE ON <br />SHOCTS 9 THROUGH IU) SHFIrs 9 THROUGH 10) I <br />flu ... UNTING WALL MOUNiffiOECT NOU <br />SIECHIJOINIL, I "Afflgr <br />SCALE 3/8-l' ErAr 3/li SCALE 3/8- I' <br />", "41. r 1. I ", <br />I <br />. . ....... <br />.1. . . . <br />. . . <br />. <br />. . . . <br />. . <br />I .. E ... FLORIDA BUILDING CODE (Non HITEPT Vell.clfy H. Icons zorili <br />I .. . <br />-. MR., - - <br />i ... 40.44167 ` I 2A GAGE GALVANIZED STEEL STORM PANEL Xe- , <br />. *: - ,- .------, <br />Zi I -- ---.--.--.---- - - - <br />E.D. "EDGE DISTANCE NOTL-FQ1R-CQMWNATM-Qf-.SE=NB z : * - ,*- I '/I'/- <br />- .V.. , I - - \ <br />STATE 1i " -�3- - I.. / IILIECOINC' , GLOBAL PROTECTION PRODUCTS, LLC. FT .PCL <br />1; ,P'- . - <br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE i � C) '.. At A iiii I FT 51 aw, <br />•'gaiNtRIPPEP C44FT <br />TIFTO <br />A* <br />. -, O.W. FIL 31I <br />, ii <br />SHEETS 9 & 10) COMBINED IN ANY WAY ,'O SUIT ANY I .... Ii � , ... <br />,W 'n'H, IF <br />INSTALLATION , � �i . - eml- - Oem .1-1 , (,)W$-�,s. PAT to,"$-67.7 20-175 <br />, �� .... � ... * - - - - <br />- - - - (TIMANIX, Ni <br />-!-:��-R , <br />� <br />"i 41,1111100;MiPA`�./OP WAIT GA -'l i !� ,,-,. ,F,P�- <br />;;w, <br />-. -- - -------,- -- - - rl.o"lgA i , Nt or F�E--T-` 7 OF-,; <br />I --- - - <br />.----------------- .- -.1--l.- , .. -- ------- -1----.------ <br />INSTALLAT19H DETAILS <br />I <br />,ri <br />----.---.--.-----------,--------------.-,------ <br />E9JR--REQVW.--PAffJ.A!JN-TQ..N= <br />I - <br />. <br />ALTERNATE LEG <br />A'AB" (NIP) EXISTING WOOD <br />. . <br />I . <br />fUCATION <br />BEAM REQUIRED F`1RUCTUi <br />i <br />ADEQUACY OF EXISTING WOOD <br />,----, I <br />BEAM TO BE CERTIFIED BY <br />- •t3 -, EC - <br />I <br />J, <br />REGISTERED ENGINEER OR <br />ARC141TECI PRIOR TO SHUTTER <br />i <br />" (� <br />OKSTALJ,ATK)N <br />I <br />woori ANCHORS ALTERNATE WCi ANCHORS <br />I -'--I_"'-.'.. -1 <br />�.1 <br />- !- i - <br />- . <br />I <br />(SEE SCREDTILL ON iSIE <br />IT) SHEET <br />SCI "DUE, ON <br />IT, <br />.. <br />A <br />�31 <br />I <br />�� -, <br />- ED -- ED - <br />ll.,4.00 <br />0 r" Ni <br />- XVPNR (M <br />,/.�"Nll 1-1 .. - <br />. <br />1-,C. ftml <br />SMPm <br />I /., <br />! ,;I - 'I'-' ��� <br />... <br />� <br />41; , . 4 <br />-T <br />. FF/ <br />I. 11 1/2' 01 <br />I <br />- - <br />, , <br />MAX <br />WOOD HEADED <br />. j - . , " <br />- I I i'" ii <br />- <br />- <br />P -- I---. <br />- I I <br />EXISTING <br />-- , ) <br />1, <br />- , - , - � <br />, <br />: <br />REQUIRED <br />5��- <br />I . <br />1 <br />! I <br />i, <br />I <br />� <br />I <br />L I <br />i <br />, -* <br />I ", <br />��,w - Rilm <br />Cii <br />, <br />� I <br />"i ANCHORS <br />2 , <br />- i I <br />I <br />I <br />, 6 ,/I. III; <br />I <br />: <br />(SEE SCHEDULE ON <br />. � i <br />I <br />. I <br />: <br />I <br />5, WIT <br />PARPOIC <br />I <br />1 . �i I <br />SHEET I 1) <br />, - - - -1 <br />I <br />4 <br />: <br />I <br />I . . <br />11, 1 11 <br />. I GLASS (SEE <br />SCHEDULE <br />f <br />� I, I <br />I I I - j <br />I <br />I (IN 51,107 3) <br />1 ;v <br />1, <br />ii SEPARATION S <br />;O GIA5� <br />I <br />I <br />NA' <br />; <br />AlB, <br />,�, <br />I !I (m "imma <br />, <br />" r-ei <br />I _ StFill 3) <br />( ,; S,MrQi <br />! <br />- I <br />I <br />1,1.1iIi' <br />Fri I LEND -I <br />I <br />; <br />i <br />umi OVA 'L' MAX <br />11 <br />11 <br />� � <br />III A4 <br />&a - NNLL (SEE S FOULF <br />I <br />! <br />,W <br />11 , , <br />- <br />4 PAN t LENGTH <br />(SEE SCHEOW <br />ON STIM 3) <br />lu-111� <br />. <br />i I <br />� " r-rl ON SICIET 3) <br />- , - <br />I , <br />I <br />11, <br />, : <br />It <br />I <br />i <br />I " <br />01 <br />1 I <br />I - 50 <br />11 <br />TIOS <br />I <br />( I OF *L' <br />I <br />I <br />: <br />I - Or ILI <br />I-- ! 1. - <br />I <br />�, .. " MAX <br />0 , j" <br />: <br />M" <br />T-5•� <br />-, <br />1* I <br />I <br />I'I. 1, <br />I <br />FINISH: <br />I <br />'.. I <br />fiII <br />0 ,2 V2, C) C; <br />1 <br />I <br />ED <br />i <br />.111--- <br />. <br />-Nil <br />--A.- <br />: -- I , 1 <br />'/2 <br />,/-,.-,i <br />I I <br />NO <br />Ait .E, I <br />� <br />, <br />100 <br />1 v HEAD Ai <br />IF <br />"5r <br />I <br />sli -j <br />I I <br />-----,-.----� <br />�, <br />i-4 <br />. <br />I <br />I <br />I <br />1-1 <br />- <br />� <br />WOOD ANCHORS :1 - <br />i <br />Z-Xiir WOOD <br />DECK REQUIRED <br />2'P-' REQUIR*000 PILAIE <br />ED <br />I <br />,I * " <br />I <br />I <br />WOOD ANCHORS <br />KEovir. ON <br />(SHEsu scET <br />- <br />(SEE SC"COVIEL ON 3/. <br />, , - <br />1 <br />I <br />11) <br />I <br />SHEET ,I) <br />t <br />P <br />� <br />'. Mi - <br />. : <br />CEILING AN12 ELQQR MOUSING <br />i I �ATIVE SW SCALE 3/i <br />BUILD <br />IAIFAN <br />-OUT MOUNTING <br />ALTERNATIVE 4W <br />SCALE .i/8-1" <br />" " ':.n�Qx <br />.0i <br />NOTES, / .. TLIZEfi ".."A <br />Pir .1 s <br />z : " 't Z <br />KQTLjD"QM6INAI QF-1yJMh5: NO. 44167 FLORIDA BUILDING CODE (Non High Viliocity, Hurricane Zon <br />--i . I <br />I INSTALLATION ALL. ONLY VALID I OR MAX A 5 U t 0, - <br />TOP Fit, BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p s ?) AND PANEL LLNG I HIS i ,� W 6 * E .2m Mlm� - 24 GAGE GALVANIZED STEEL STORM PANEL ,�, <br />* STATEOP ." " aPPAPPARTIT, <br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDUIrS ON SHEET 3 , CIE. 4F - , <br />2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD - 'i, * a SL• --" , F- ; - . - i \ --,-,- -,-- -- - INSTAILATION � 1� I., . � inSirtim <br />, <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - T-� I - 5 TTE-C 0 emic , GLOBAL PROTECTION PRODUCTS, I.I.C. tift <br />0- - - I , <br />--t ,�iF6 � - � , <br />DENSITY OF 0.55 CA EQUAL. , Ili � <br />-. - -- - -- --- - - ., "--------------- , --- ----...-.---,--.,------.--,-,-, --- ---,.--...----- -- 'lT -.M cow.- AA 111. <br />0100 S.Wi. 51 UNFIT <br />t <br />11iCA: ,,I",A11111111i -.i.-1--.1.PCAN N,.--11-",--� (�"-"M.-.roe+)M-t" 20-175 <br />- .-�710 ONNGN, <br />i 14.11IPATI4/AiWALTIA A PLUT I, IF <br />fw-( , - <br />-6-111 <br />a) <br />a) <br />� <br />.9-- <br />V) <br />-m <br />>, <br />a) <br />r- <br />-I-' <br />c.0 .6.N <br />= <br />a) <br />2 <br />Q <br />c <br />-o <br />Cm <br />.& <br />ia <br />0 <br />-0 <br />0 <br />- <br />a- <br />� <br />- <br />0) <br />-t-- <br />W <br />-0 <br />0-0- <br />0 <br />- <br />C <br />11- <br />L- <br />a) <br />CU <br />0 <br />.0 <br />-4-- <br />CC <br />0 <br />> <br />. Cn <br />a) <br />L- <br />4-, <br />2 <br />CI. <br />= <br />IPPP <br />2 <br />M <br />-0 <br />ii <br />. - <br />-600 <br />W <br />cL. <br />N< <br />W.,i......... <br />" <br />(D <br />(3) <br />(D <br />= <br />=3 <br />ICU <br />> <br />L- <br />C/) <br />0- <br />CDL <br />e< <br />a) <br />-4--i <br />C-) <br />C- <br />=3 <br />-0 <br />m <br />0 <br />L- <br />r) <br />0 <br />a) <br />" <br />W <br />CC <br />L. <br />rn <br />=3 <br />L1j <br />2 <br />< <br />;z <br />z <br />< <br />-i <br />(L <br />SHEET NO. <br />SH 1.3 <br />