|
: ....;� ';"' - _' 1 . -
<br />: 1. ; .' � . .�" . � - .1 11 .
<br />; . . .: . I .1 -
<br />.� . . . I I I ' I . :i *'izill z
<br />�7.NI111tff(T'xA .1
<br />A 111111m
<br />. : ; -
<br />-wl,F4m
<br />pa-i-.w-ix;ii*�-ml-l-,-.YA,it�.l.n4=F41,.F�lzim,it.1;4,mi;.1,141atow-vo-10411
<br />�/-�l.x-"Ztkox".*;Izlq
<br />VAXIMUM AILD
<br />cutWE
<br />"�'-� =.
<br />-,,,I'm -
<br />PANEL
<br />APPLICABLE to
<br />To QLASS
<br />CONDITION
<br />SECTIONS
<br />.".a. -7bz
<br />70' OR LESS
<br />2 9,?ir
<br />BOLIED -
<br />.
<br />"I U. Ilk
<br />?
<br />& 31W
<br />�61,0. -73.3
<br />70' OR UM
<br />2 7,1'
<br />SMIED .
<br />4� k 4'W
<br />" - & WtNUA.l At OVERLAP & � OF PANEL LEYM"
<br />� =UnArF" 4=40F 'PMEL
<br />mlr.,#:illtfjlw.",=')*-ilt3,,m4,i*-i-itl;i4g:"ii"r�xr.Txnw.lj.jt.i.,:;,i*-I;i.1,1-11,1�n'.TJ'.4l'itI - �
<br />066&W.Toq U Iltwl-i. I A ,III 141 191 :11111i I �11 V111 FA I 1.I,'j:0 I' , I (.]W*? 0,`,,'C� 31 I W'Agj*j�'� t.j: I 4 I 4§: 1 llk�bj' ,%_-I I �
<br />l. .!I,N.�m.z§!Rp,lvll-mm,:,.�.�.i.,....;,,.,.�AA.AVZI
<br />IV`W.
<br />PRESSURE
<br />RATING
<br />(PAJI)
<br />MAX" MCRORS SPACING FOR E_ M - .1 1/2' -
<br />APPUCAME TO
<br />SECTIONS I a,
<br />- -`
<br />IF TME14
<br />mkxww PAM11
<br />LENGTH 'L* (K)
<br />TAPOONS
<br />CALK-111
<br />RANELMAn 0
<br />1
<br />cmwm
<br />10 ,
<br />-
<br />70 wmccgam
<br />TO ODNOR M
<br />-7
<br />I. ,,,I,-,
<br />In CONCRETE
<br />Ws
<br />TO CoNcam
<br />I' BLOW
<br />12*
<br />�f
<br />12"
<br />7
<br />141A
<br />�
<br />r7
<br />-
<br />12"
<br />N/A
<br />12*
<br />N/A
<br />V & 2' (TOP)
<br />".
<br />".
<br />V
<br />_
<br />31
<br />5.
<br />A-
<br />1.
<br />4'
<br />I ?OTMA) _
<br />SA MOO 4
<br />i2'
<br />1.
<br />.
<br />12'
<br />5'
<br />'.
<br />'.
<br />1.
<br />1.
<br />S'
<br />_____ ....
<br />n6l"W)-
<br />�66.0' -75.3
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />12 1/2'
<br />ti*
<br />21 (BOTTOM)
<br />70' OR LESS
<br />7'
<br />N/A
<br />6 1/2-
<br />12'
<br />N/A
<br />1 4 I /2'
<br />N/A
<br />3. (TOP) 1
<br />12'
<br />N/A
<br />12*
<br />N/A
<br />I 9 1/2-
<br />N/A
<br />-
<br />T (somm) -1
<br />12*
<br />N/A
<br />12'
<br />N/A I
<br />!�-
<br />I N/A
<br />I .' (TOP) I
<br />12*
<br />1.
<br />Ir
<br />ill
<br />I , 2 -
<br />I )I- 1
<br />I
<br />4' (BOTTOM) I
<br />I
<br />* LIMITED TO MO p,.(. &S.D. BE" PRESSURE RATING
<br />A SEE SHUT 26 FOR ANCHORS TYPE A: SPACM FOR INSTALLATIONS INTO WOOD
<br />FRAME
<br />VALOW
<br />MINIMUM ANCPMR SPACILLM AND MINIMUM EDGE DISTANCE AM INDICATED ON THIS
<br />S0,BOUU% FOR LD. LESS THAN INDICKTIED ON SCHEDULE REDUCE ANCHOR VACM
<br />By MULIftVING SPACING SNOW11 ON SICIAO)ULE BY THE FOLLOWING FACTORS FOR
<br />INS OPERXFON TO BE POSSIBLE. REDUCED SPACING OBTAINED USM FACTOR WWA
<br />001 BE LESS THAN 4"" SPAMW INCKATED FOR EACH MOW TYPE AT
<br />LEDOLL,
<br />_4!=
<br />_1114�s
<br />1
<br />� �4.
<br />1/4-.
<br />44CHN TIM
<br />TAPOW
<br />__j,F4I'!_ _
<br />ramlE m
<br />___L _
<br />P'sumn
<br />PU,L5
<br />O`Ul�
<br />- ANDKA VACHII 0.3
<br />3
<br />3
<br />3
<br />2 4A
<br />_W� 'C� ON)
<br />3
<br />�
<br />3
<br />44 1- ia -
<br />3 i/2
<br />3'p
<br />. -
<br />I
<br />.
<br />Amx to ps mom
<br />,
<br />Im"
<br />1 1/2'
<br />.
<br />-
<br />I I .
<br />.
<br />_m
<br />5Q__;
<br />m
<br />63
<br />- I
<br />Fit 1_0
<br />+ REQUIRES M-, DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND (g) To BE,. 1/2' I/2*
<br />V MD.,
<br />++ REQUIRES M DISTANCE BETWEEN WTMM OF PANEL
<br />M40 (D To MI 3/10' kT,11.1-1-
<br />I
<br />LAR. LIFE �5AFETY
<br />& E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2=1.)
<br />-I----
<br />_____ - -15A2S' (TOTAL WIfflH)-- - -----------
<br />--2.107'---
<br />1 1 .-----I-
<br />_____ 12.500' (EFFECTIVE WUrH)- ----- --- -- -- - ---
<br />'L
<br />I m _1 ---A--
<br />! I -
<br />11TY I
<br />_7W I S4"#1W/4'
<br />_ Z_ MW 101VIED
<br />-
<br />i
<br />1
<br />-1 _3�0' -
<br />------ �S 1/4' (IYPj-- 4 I
<br />� I ? I "; ; F 1
<br />- izio-- f-1.350*- " "�Saa. 250" I .188,
<br />. - -iw
<br />I , , -To MQLE 0 6 I^'
<br />.37 - '126,
<br />- - -, ; / OR 0 12 I1r da
<br />!� li - Ia- ,r (MAY BE REVERSED)
<br />.5co.", -
<br />�/ .t i
<br />� -1 - _'\�
<br />.250'.oL, ?' ;
<br />t i HIEWE�
<br />.
<br />� I I � I
<br />---- I— , � I---
<br />I I
<br />� �- '- I
<br />1m, t
<br />�VAMZED STEEL I I �
<br />. �
<br />j
<br />. � f '
<br />_________"1 - - - --I
<br />OWF___1 I
<br />� 1. �660
<br />� I f I
<br />' L""* 1. Do, --j k
<br />I Eau
<br />;
<br />ASTM A01513 'YP1
<br />MRADE 00 M"WM
<br />C-50 OALV.
<br />/ , 21, 'OB4-
<br />I
<br />HEM . .26C. �
<br />�
<br />EDGE - � � 2.1.2y
<br />- -
<br />.
<br />t
<br />�
<br />r - I _j
<br />-_ 1__'."O-__j � ii-s�-'
<br /> MAIL A
<br />4U
<br />r, ----------
<br />I
<br />I ----------- L
<br />-i� s.
<br />� -
<br />frm.)
<br />I ... 35W (D SMRM PAN 1
<br />L._
<br />OCTUL A - ___
<br />---
<br />i- 2,GW*- _ttl
<br />PANELS SHALL BE tNSTAUAED ALWAYS
<br />FROM LEFT TO FIGHT W/ 1/2- LEG
<br />AT ENO At LEFT WIDE OF PANEL
<br />-- Z387
<br />(�) mmAm (�)
<br />,r- TmK (�) AN= ,wrm sup
<br />�'' -
<br />"-
<br />PANIft'S END LIP'
<br />I __-.4. 1 , 7_pM EWE
<br />0,024- (Mi..)
<br />STEEL
<br />,.I-
<br />-
<br />jr/ PiNvii-imi" �'� , - ,,,,-'
<br />-A"It
<br />Z
<br />*0.05*
<br />, =
<br />'37e, '27
<br />I I PANEL
<br />I - - " �_
<br />g ,
<br />1
<br />11
<br />.1
<br />I
<br />I'll
<br />- ___z5QI1__'___
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<br />- ,
<br />I - I
<br />'� HEMM �'
<br />133'i 01727T:j
<br />___ ____ - '
<br />I I -,Do
<br />_. .-S
<br />I I
<br />'T'� , � , __
<br />T � '
<br />!0,625 ,
<br />;--.--. - 1.
<br />"
<br /> '77,- 00 270"'
<br />I- I '; �
<br />-
<br />011, Li ,;. 0.250TO
<br />I- I
<br />�
<br />_ 21250'
<br />1. ,
<br />,.-,,
<br />- �
<br />I I -
<br />I I
<br />-
<br />.1 -9 OR (90
<br />f -
<br />I -3- ISOMETRIC VIEW QEj&jLA
<br />-1fr- I ROUNOM CORNER 0 ENDS OF PANEL'S
<br />�Ti"�z _ii�_ ,
<br />3 Tfcv,,-��V-
<br />�' &� N --.-,
<br />-� �
<br />�j
<br />�_
<br />2,379, -- END UP' W/ HEMMED EDGE.
<br />� (N,T.S)
<br />f - MIm Xm*
<br />i - - -_ "_6vo,
<br />,375* I L.__.'._ -Im'
<br />_
<br />125'
<br />1
<br />i
<br />3.750
<br />,072*
<br />I
<br />I
<br />2.56.w I '_' I
<br />1
<br />i L �0911 ;'* -a. + -
<br />L TYP')
<br />I t 1-14
<br />i
<br />(�)"KEY �IOU NAMER
<br />105-14154 ALUM. ALLOY
<br />BOTTOM
<br />, OF PANEL
<br />(�) [a
<br />AUAILI
<br />-.750'-
<br />I I - _ �- I
<br />�
<br />:
<br />i
<br />: 2,124- 1 -
<br />- -.750 -
<br />. I -1 991 .
<br />I .$a SHUT 6 FOR AMMORA
<br />A r Umaxnews IF Ulm unlort� is I 11.
<br />I ONLY VALM FOR INSTAUATIONS INTO
<br />I ;
<br />:
<br />: L
<br />.
<br />I _______J
<br />LL_
<br />4 q [ -- F, '
<br />I I . (�) SLEEA 2 1/8
<br />.2�0. � ms
<br />__1
<br />� i I_ MAX. LNGTH :
<br />, �
<br />. -2.00D' --- 27'
<br />__ .i25*
<br />!'
<br />.
<br />1
<br />: - L-11
<br />1
<br />WOOD STRI)CIVRES,
<br />R. igtr-J
<br />I
<br />i
<br />1750'
<br />A--
<br />2�548* --
<br />� - -
<br />---
<br />A25* 2,000"
<br />I
<br />*H"
<br />L--,--_0'-
<br />."'.. L_
<br />"U*
<br />___ _____ - - (TYP.)j
<br />-,--I
<br />I I
<br />; .750'
<br />I
<br />I
<br />'250*-
<br />(�) REI HELWER
<br />@) 14EADER - ,.. I
<br />i
<br />To
<br />I- I I
<br />CTYP ) I
<br />�
<br />g SLEEVE I" MAX,
<br />-t- MIN, 5' M..-----
<br />I t j
<br />-2.00-1
<br />�
<br />- - j
<br />LOG-TH *
<br />@ ANQLE
<br />(B "z_umK @
<br />,Z4'
<br />_
<br />---- 3.000- 76 ALLOY
<br />, _W.� 06)
<br />: -
<br />"'AILHINItn"O'
<br />11 , %
<br />A. T14�i'
<br />I'll
<br />__C'______`_1'_____. -
<br />1
<br />�' ,_ iS6
<br />I., i
<br />I ,� '.'2Do- 114�1�� p . �
<br />'? (USE ONLY R E-Z RANG STORM PANEL
<br />L---7t-. /r.-�iii��_'..��N
<br />1"' _ p- Z_j .0821 SYSTEM) 6063-TO ALLMI� ALLOY
<br />� -i r' I C- - 1-175, mt(."T�- .
<br />; I- - - -- - - L " 1 FLORIDA BUILDING CODE (Man High Voloctly Hur one Zone)l
<br />f I ' z : No. 44187 .. Z _
<br />"'S",
<br />2. ' "I 1 "':S� mt"�.'- �1_
<br />'
<br />I
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<br />I - I _j
<br />,
<br />I � 123' i�. 1, ;'
<br />.oea' - � I
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<br />mpl I -IT I _ -
<br />'50
<br />L ,
<br />-'X' *
<br />!S-�5-. STATE OF
<br />-
<br />*� -MOTILMIL -
<br />z
<br />F.P.
<br />24 GAGE GALVANIZED STEEL STORM PANEL ovs?" W,
<br />-
<br />_: f
<br />L-- - 2.000'
<br />, '_ '%, - SEE SECTIONS -
<br />- L _ _j, I_
<br />21.
<br />I ..
<br />,250 . ,
<br />MIN, '0 . , I)II, , .
<br />!��
<br />, ,
<br />IILIECO,..� GLOBAL
<br />TW
<br />0127/atuo
<br />PRODUCTS, LLC.
<br />PROTECTION Om
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<br />- 'CLAR) -
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<br />I`-
<br />� (".)W-7US. FAC, DIIKKWV� 2O_i75
<br />__.�� Om"""' -
<br />TRACK ANGLE
<br />(ZAMAC 3 AULOY)
<br />I PIE sm/mowguwun
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<br />-
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<br />- I- MOD 2 a. is
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<br />I
<br />INSTALLAI10N DETAILS FQR REGULAR PANEL d)
<br />INTQ P9URED CON9RETE OR CONCRETE BLQCK STRUgJURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS -WE SCHEDULE ON' EXISTING POURED CONCRETE
<br />CSEE SCHEGIULE 04 - � EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK ___ I
<br />� ,
<br />SHUTS 9 THROUGH lb�' OR CONCAM BLOCK I � REOURLED, 11
<br />REGUR-01
<br />IE LEG CONCRETE ANCHORS
<br />=ZnN ______f_ .
<br />&E.D , .� (SEE SCHEDULE QN-_
<br />.
<br />SHEETS 9 THROUGH ; -02
<br />vmmk'�mp I a-, ------- - - 1
<br />I----- ___�-�'�n ;'n"..
<br />11/4* 71), .0" OR
<br />- T/
<br />.- MAX� CONCRETE ANCHORS a -'M: Ss " W/ MIT
<br />II-- ___f___ - - -1-1 Ox. I - -- 'I
<br />(SEE SCHEDULE ON _� 1 1
<br />I I ______ _ I i i
<br />SHEETS 9 THROUGH 10)
<br />I- "'_ L'A" ;
<br />I - I I 11vz_ - I
<br />11 1� �� I
<br />i SIT , V M..
<br />I", i r0wo PANEL LENGTH
<br />� I ! , j i i
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<br />I (SEE SCHEDULE
<br />MI-911 i -01 ; � � i SH
<br />a- ; ON
<br />i '_(D � M., SI
<br />" � I SEPARATION 01 FOR (ID
<br />I i I .- """LILZ � I � & SCHEM
<br />I TO GLASS. I
<br />L ___ __ - P. '� I r i isa I ,Is
<br />I � SCHEDULE " 94109
<br />4 � I =. -F, - ".1n. -I'.10 ON SHE,
<br />[
<br />I I __ - - v lLi... 77i-7. ..ULTEO ONASS - � "'�'-*.-'- ! I ON 94M 1) I I- I �;� SPACER
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<br />�____ J& =�� - _� -1, � 11-1 (mm"I"'Im.
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<br />4 _ -- _ - -11, �
<br />; - --- 11 -_ _11111 I - I "I I . ,
<br />it , - '__ _1 ___ I i (SEE SCHED LE , PANEL LE14TH i I /? , U)"PH DAN 7-C
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<br />_T- I ON SHUT U3) I I 1. - -- --- (SEE SCHEDULE D_Nk� I
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<br />ON SH � MY 3) GLASS I I I v
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<br />�
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<br />I i 50% .
<br />4) - - I �
<br />I @ � -1 __ � SPACER .
<br />:
<br />�_L' - i Of 'L'
<br />" : 0 12 1/27 O.C. 1 -��' -, I EID
<br />- _____ --_ .- � LENGTH
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<br />1104A_
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<br />1=1 , - I
<br />t""' CONCRETE AMC � � �
<br />DUSTING; Poum A'T'�,'��'-�" ORS CONCRETE ANCHOOMS '�' I
<br />R'i"�- � '*� , (SEE SCHEDULE W - ____L__j' � - . '' j � _ , .I
<br />� H (SEE ____ _
<br />64
<br />- - , � WALL OR SIM I -.-.- - .____... tdF � : -(2) 2 I /8' LDNG MAX AUIMPIUM
<br />iEFOWE - - I " �. � - I � 11"p, ' OF SHEETS 9 Tm,-".. 10)
<br />'6 � CONDITION) SPACERS 0 O.0 FOR
<br />�244' PVAUD
<br />'
<br />,' ��44 1� POURED CONCRETE EXIST04 POURED CONCR � I ALI, DESIGN AND ANEL
<br />I � � 1 Arc BLOCK '__ I LENGTHS MR SSW 31
<br />I
<br />GOING OR CONCRETE BLOCK
<br />�
<br />. REDUIRED_ EOURIED� * I MALL, LONG ALUMINUM SPACERS 9
<br />L
<br />(SEE =�' _, ,
<br />U._____.: O,C. ON
<br />1; 1/2- (SCE TABLE 01
<br />SHEETS 9 THROUGH 10)
<br />SHUTS 9 & I OL)
<br />CEIUNG AND MOO! MOUNTING BUILD -OR NQUNTING WALL MOUMNQ ZDIRQjM MIZAMERS (i) OR
<br />SECTIION 5
<br />SCALE 3/8-1" SCALE: 3/8.1- SCALE 3/s. I -
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<br />I . - FLORIDA BUILDING CODE (Non With Velocity Hur cone Zone).
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<br />_
<br />. i:
<br />I : a. 44167 " z 02ato WROO. - 24 GAGE GALVANIZED STEEL STORM PANEL T.P.
<br />I I 11 I = - OWN ft
<br />. -_
<br />=*- I * ----. . .
<br />NOIE FOR COMENNATiON OF SECTIONS: - I * : s 071W./go"
<br />E.D. - EDGE DISTANCE I -!�-.. STATE 0<, _E� GLOBAL PROTECTION PRODUCTS, LLC. uqc
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE _ ' .' �3 Z_ �___ �____ __� .405 Se. 51 11"I'011
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY m-awr I.- ELtFND r- MAE. FL 13314
<br />�J��" 20-175
<br />- j-'W�_'t
<br />__ 1. .� A- , PHONE, (104)109-7$44� W: 0154)09�71`7
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<br />DETAILS FOR SEHIES 20QQ & 1000
<br />E-Z HANC.-SIOM
<br />PANEL(j)
<br />INTO EXISTINQ WOOD $jRUQT!jRES
<br />-1 -
<br />I I
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<br />. � � . - 1, 1 ill SEPARA." - �
<br />'
<br />i i1j. I
<br />I � . TO GLASS. - I I
<br />" I
<br />" � �''7t7�11i - I -
<br />-1 '�' t'SEE SCHEDULE I/, i
<br />� � -' ill " -;p.-Sn.-"-. ON - . �_ I N'$ t III :
<br />I " _0 I'M SHEET 3)
<br />'1�1 '� "" W 1 3
<br />W , a" �
<br />I SHEET I 1) ." _� L� , ; I 00 I I
<br />, - - . It I I I . � 1� , I le 0�' � " '_v sk
<br />I, ' I
<br />A-
<br />'�
<br />- .1 - 11 �"__' .. � ,---,------- __ W Re Fee
<br />, I
<br />�1 . " Lam,,i 00 7-'r)
<br />v "I � 4.'. � � , � I I
<br />' " , , � I � I - ' �1, I ' /) , __1 rw__Ii__ _____.__1 %, M_
<br />I 1� , �' , , PANIOL LENGTH
<br />=�
<br />WOOD HIEAD�P I I � WOOD ANCHORS �
<br />__ � � % j I I - '-�_'�_ - I I (SEE SCHEDULE
<br />.
<br />REQUIRED , _T I I L-.---. ��
<br />' '
<br />il , i I (SEE SCHWUUE - -:. k ' i - __I_. ON U FOR
<br />"I 1/4 1 : SHEET _
<br />11 , ) , % "I
<br />� SHUT 11 � SPAM
<br />" -
<br />- '� C mr*1 in I I , /'. Mm /�� 11 - i ! -
<br />.11 � OF "L I
<br />�/ � I 1, 11 � "'T 0 _�TI r7l I -='- --(D Em"
<br />I
<br />!!
<br />' I I ,,, . - - __ I
<br />'�� � 'i � , 11 - __,___ _,___,___,___ I WOOD HEADER- 4 1� '. . , .
<br />� :
<br />� " v! - I : I
<br />'2- � - - , i- I I I ED f
<br />7 �_ �
<br />� . 11 , I I REQUIRED
<br />.1 ,r �
<br />, . I I I 1�1'1 , fW \ I . __;� I �
<br />� � 4,L :: �E�) I �
<br />I I ;
<br />i '��; i -10 � _1 _" �i
<br />: .1� _�
<br />I � -_ �' , � � L -----J--- i
<br />�1�77 I - ! ! r . t '.. 4� ! I_
<br />L I - I i " i I � !� � L@;- Mo- LONG &LMNUM SPACERS 0 12 1/2-
<br />. I I I. I � � � , 2 M TABLE 01 ON SHECt 11.)
<br />I 1
<br />-i- w. __0 i , I I
<br />l
<br />. � I I 11 r 1 � � �H I SEE NOTE " BEUOW MR LIMITATIONS FOR
<br />1 I 1. I I,
<br />I SEPARATION i v MAX I ! .. MO, I F '� � � � , , i 1 1/2- LOW, S-Er,oEs
<br />70 CLASS ., I PANEL UENCIN LENGTH � , "', � 1�
<br />I
<br />!_ II I f � I
<br />(SEE SCHEDULE JSU SCHEDULE SCHEDULE I I
<br />(SEE
<br />i t - � 1 � , � �
<br />ON SHEET 3) _FANM MATE FEMALE 0 Oft PANEL LATE
<br />�� � " t i , PLUS (Sm SCHEDULE ON stim, I I)
<br />I ON WIT 3) 1- __T_ ' . __ -I- I ix, SHEET 3) 1 � I
<br />III- - . :: s � 1
<br />I I I : L
<br />I 11"�110
<br />I L I �
<br />'�'- _� L I � ,
<br />I mliI. ! i 11 I t L
<br />�
<br />I' ' ' _11 : m - � I �' I -
<br />I "� .1 11 I SEPARATION : V I uj "
<br />_W(-iB: I() i
<br />xwkG 11 EXMNG 1 2'.4' WOOD - -
<br />E - __I I
<br />GLASS I r.1-1 - - -- I � GLASS ------ I (SU '=.I.-- I � PLATE REQUIRED -1,
<br />1;7 -10
<br />I-----
<br />i r ON ;iiri 1) I � : MIDUUT mf "I - A
<br />! .. ...
<br />1 . '01RE0 .
<br />*
<br />9 i .
<br />-- r- I ' ALH
<br />r------v--
<br />I - , ul � SCALE 3/9=1'
<br />. ," 5'
<br />1 i I - - G i
<br />I
<br />I-
<br />1 I Sam � t rf*. I � I 0 12 1/2- tax� SEE IAB�'Ltl ON SHEET I I FOR MAX. PANEL LENGTHS &
<br />I
<br />,� I DESIGN LOAM FOR INS INSTALLATION.
<br />I I OF 'L7 ED "i I -_ '� F'if r, �
<br />I
<br />I I MAX. I
<br />0 1 ,t-- � , - _ ;mz*, "' =
<br />I I - - I I , ;l=
<br />L, I - - - I - - I
<br />11, "�' r�'�
<br />a�7�
<br />Z, v - o.r t 1 - ___ - _____
<br />0 12 1/2 - �-'._' 4 -
<br />" � I L_ .1
<br />-- - 1, - I � i T j � I ;
<br />E16.1 i;' �'� ; .
<br />- " I . I I i � L. , � i I ii, I
<br />�_' ____ t = I � ' I I - - WOOD ANCHORS ** NM.
<br />I
<br />, __
<br />0 � � _L__j '� ' ; 1 ' I �� STAGGERED W/ STUD
<br />III- - I 3 I-,--
<br />,--;
<br />L - , 1, � I SP*olR SA MAY BE I I or LORD F.'
<br />(___ I I d (SEE SCHEDULE ON I
<br />-I
<br />��" ii - L, , ' jj
<br />, , I � P I "I I I � SHEET I 1) (1) INFINUATION IS IN= TO A ME STORM WILMOS WITH Ur-c'
<br />i '�"
<br />I I I .-
<br />- , i � � P ) � ; I '� MAX " A" NOINT CHS 19 A RESTRICTION FROM ANY
<br />4 I*-
<br />I
<br />2*X4* WOOD � - A. � . , . I ! i .
<br />PLATE RMIRE-D �1� I I i , ii� WOOD A14CHM , ' . , - . : I BUILDING HEIW CLANDITIV INWATED ON SHEET ii),
<br />L, I L - -_ - I* UK SUMATIM TO sAmis "xArm
<br />I'L, i 14_'_,:�_"' 2'.4- WOOD
<br />, I I ,
<br />RrAgGERED wo, STUD I , - W ANCHORS OOM THAI ODIIPOMAIT IA "a WRE FEWIL ID OR I
<br />"
<br />-
<br />., I I � I �fj --.L..j,, -,.,-r-.. �il _: PLATE REDURED 2PACED MAXIMUM AT 0 L/4' O,C�
<br />il 1 SCHEDULE ON ijj_
<br />I J � '. IN (BE
<br />Effi:F-%xWI-;"r
<br />i .' - ; , 1,; SHUT I 1) v =E-=-"1z 12 fA' =� IPAC" ALLOWED ON
<br />1, ,
<br />, . SHOT, 0�
<br />..' � : 1 ,!f!
<br />� i (1) MIAM DESIGN PRESSURE
<br />I . L I [j) -
<br />�
<br />, AT ANY OPOM
<br />1, , 3 L , L - � �, 1� RAT* IS 4,10, -0 P.I. M WX 24 GMIE fta L04M IS 1.1101113a TO 0
<br />i , - "I - =M0 A *MIRC" MON LARMER, FAWL LEMONS ALUM ON
<br />-1 _ ��.L_____� __
<br />. 7v 1 SHEET` 11),
<br />(2) MAXAM STORM RAPID, LIDIM 6 WALL MOUNTING DIRECT MOUNT AUE
<br />AMMOKLM (4) LOW WACVR CgIF7�; #OAO?VML AN "Ma"IT ON
<br />I
<br />4g Lo aL
<br />NA"Agutm"rA (3) 4m'mxgmmr'&'jy' WALE 3/8-1- VALID " '"T"MA"ON L 2 AM 3 Al DIVIDWILID) LtA n OKY
<br />ALTERNALTIVE 1W
<br />I f-IMMSIAWN'DAWFAMND THE 2020 (M WINN OP"Y7474LOILKAL I
<br />SCALE 3/9-1- (") IMSTALLATION! VAUG ONLY Poll WIND I 9LAIDING Com
<br />zm 1, 2 1 1 AIR A" I
<br />I '09'_OIL� 'OtHUNNIA, . " I ___ I
<br />i k
<br />...- ...... I
<br />. V\r,E ", �
<br />NEM, . %. FLORIDA BUILDING CODE (Non Hilgh Velocity HU kone Zone).
<br />� , _ _
<br />NQX FOR COME111IMN OF SIE09N : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.C. I : No. 44167 * j- mm rum M. F�
<br />- - '� a 24 GAGE GALVANIZED STEEL STORM PANEL
<br />DESIGN PRESSURE RATING (p.s. I) AND PANEL I.ENG1HS *� a".
<br />* I ;-
<br />TOP & BOTTID MOUNTINGS CAN RE AS PER SCHEDULES ON SHEET 3 �EXCEPT FOR 1 . *
<br />-
<br />M "A ; � . - W/V/2m
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) % ST i 11NIECOtmic. I.I.C. WID
<br />_'1 ATE 0 ' ' L-, Ll GLOBAL PROTECTION PRODUCTS,
<br />INSTALLATION, .�A�ORIO - - � Sm. 5 STREET
<br />1 2. FOR NEW WOOD FRAME ACONSIRLICTION: WOOD s", ��' I 40 12-v =;'Wr_- riKmE. A'" M.F FIL , Z. 20-175
<br />MEVELERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC r "I - - . MOM, (MHUMM-7II45, fAIt,' (RIM)GOIL-1717
<br />'S�SiiM -t'� -
<br />A - - DW#,ft -
<br />I DENSITY OF 0.55 OR EGUAL "I1'AMAjLAm'-r0'4_vk-�mm-_-!__ MI i MI i . 'I
<br />I I
<br />=in Npl�
<br />' FES9
<br />1, - I I mmu� a u, to
<br />j 1 -
<br />- . -
<br />I I
<br />MO& hi - -
<br />(C) ��
<br />I"S' M
<br />RmMFA!XM!'Sm.HO*l �u( PAALi��tI D2OTUMI*D9 (P LO.) +" BUN VERIFIED FOR COMPLIANCE IN ACCORDANCE �/4'#TAPCON �AZMS, AS �MANUFACrUR�E� USA. INC
<br />WITH THE 2M (70, EDIT)ONI Or THE FILDRIDA BUILDING ,'ODE_ THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FIELDALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELOG CONSTIRUCI'LLIN PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MIAMI-PADIE / SIMARD COUNFIES), - 1/4�0 LAC; SCREWS PER NM.S_
<br />DESIGN WIND LOADS SHALL K UTMIN M AS PER SECTION L600 OF THE ABOVE MENTIONED COM_ FOR A BASIC WAS' - 7/16'0 . 51W WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY DO.
<br />SPEED AS REQUIRED BY THE $URISM!" WINAt STORM PAWL WILL BE INSTALLED, AND FOR A OREGATONAOtY PACTOO
<br />KO=O.M, USING ASCE F-iti AND SHALL NO EXCEED THE KWMUM ".D.) DESIGN PRESSURE RATINGS INDICATED ON SHUTS C 1) IANI UM THREADED PENETRATION INTO WOOD OF TAKON ANCHORS SHALL BE 1 1/2' AND ;!' FOR ELCO PANEUA41E PLUS
<br />3. 9 THRU 12 A! 17, 18, AND PANUMALE FEMALE (D
<br />IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM OrrDIVINED PER ASCE 1-10 SHAU, BE FIRST
<br />REDUCED TO A-S.0- XWGN PRESSURE RATING BY MULTIPLYING THEM BY O�6 IN ORDER TO COMPARE THEW W/ MAX, (A15 0.) C2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2' no THREADED
<br />DESIGN PRCSSURE RAIINOS INDICATED ON SHEETS 1 9 THRU 1 2 & 17. 18 PIDIJETRATION INTO STUCCO SHALL, BE CONSIDERED AS PART OF THE REQUIRED THREADED PERETTUOTON
<br />IN ORDER TO VERIFY THAI ANCHORS ON THIS RED, AS TESTED WERE ,NOT OVER SORESSEO� A 32M INCREASE IN ALL�
<br />STRESS FOR WINO LOADS WAS = USED IN THEIR ANALLYSIS, FASTENERS SPACING TO WOOD HAS SUN DETE'9MINED IN C 3) MORMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INOIC4110 IN -NiS DRAWING
<br />ACCORDANCE WITH N.O.S. MI5
<br />smAmA PANEL's ADEQUACY FOR twAct AND waND REWsTAxcE HAS BEEN VERIFIED iN ACCOROMcE WIN SECTION mg.1.2 OF CA) MINIMUM PENETRATION OF, WOOD RUSHING SHALL BE S/t' 114- 41-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE! MENTIONED CODE AS PER AMERICAN TEST LAB Of SOUTH FLORIDA REPORTS fORT4.01-01 AND #0219.02-09, AS SHOULD STUCCO EXIST, AND I' MIMWUM FOR WALLS WITH NO $ILI=.
<br />PER SSM 12-0 & ASU C =-02 $IANDARDS, MO AMERICAN TESTING LAS SOUTH FLMOA REPORT )1123,01- 1 0 AS PER
<br />TAS-201 AND TAS-203 PROTOCCtS. AND AS PER CALCULATIONS PERFORMIED IN ACCORDANCE W1 SECTION 11304 01 TkEL CE) IN CASE, THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STLJCCU (A Wow BOARDS BEE FOUND ON tHE CjDSTINQ
<br />FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE LORD ENOUGH TO REACH THE MAIN STRUCTURE BERK40 SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA). C2) A, C.4)
<br />Z AU_ ALUMINUM EXTRUSKYNS, TO BE SM-75 ALLOY AN* FEMPQR� (UNISM OTHERWISE Nom) SEE ,SHEET 2 (0) ANCHORS SHIILL, BE INSTALLED FOLLOWING ALL OF THE RECOMUDAMTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />3, ALL ALUMINUM SHEET METAI USED AT CLOSURES SHALL HAVE 3105-Hl- ALLOY. II PANELS MAY ALSO BE tW,AUXD HORIZONTALLY FOLLOWING NSTAIATiON MINES SHOWN ON SECTION 1 T14ROUGA 6 fSHUTS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL KAYE STRUCTLIRk QUALITY �51Ea. ASIM A-W CROC 80 MINULIM, C-00 GALVAN10 711R%GH 5) EXCEPT THAT HEADERS Q Ata SKALL NO lit USED.
<br />STEEL DESIG-MIION W/FY- 42.2 kIIt WIER ROLLED). 9. if SK61L BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO St STAINLESS STEEL 301t OR 318 MS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN AITACHED TO INSURE PROPER ANCHOAAGE� THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOM FRAME
<br />"LDINGS,
<br />50618 W1 50 kxi HELD SIFENGTH AND 90 4Wt TENSILE STAIDIM AND SHALL COMPLY W/'FUORIDA BUILDNO CODE SW*N
<br />2-11.3.3.4. 10 ACI4 REGULAR STORM PANEL WMI LENGTHS OVER 90� AS PIA SECTIONS I, 2, 4. 5. 6 MO ALTERNATIVES IW, 3W & #W ON
<br />SHEETS 4, 5, 6 & 7 RESPECTNELY.� SHALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND INSTRUCTING OWNER 04 T04AW TO
<br />6, BOLTS TO RE ASTM A-207 GALVANIZED SlUi� OR AM .104 SERIES STAINLESS STEEL, WIN 36 LIN MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIOM OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS: I 1. THE INSTOILLATION CONTRACTOR IS to SEAL/CAUIX ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS tIONTACT WITH
<br />THE BUILDING TO PREVENT WM/RAA INTRUSION
<br />W ����EAiANUFACtURU
<br />BY LIX OViLDEX. INC, (W-� f'3192 P-0 '�. STORM PANEL INSULLATICIN SHALL COMPLY WEN SPECS INDICATED IN NkS DRAWING PLUS ANY BUILDING AND 20NM RECULAIKINS
<br />- 1/4� 0 ,l 7/0� CALK -IN ANCHORS. AS MANUFACTURED By DEEWAO INC PROMDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TIT
<br />- 1/4'P � 3/4' SOUD-SET ANCHORS, AS DISTRIBUTED By AU, POINT SCREW, BOLT & SPECIALTY CO, i4z (o) THIS PRODUCT EVALUATION DOCUMENT jFAE-0.) PREPARED BY IRS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORILATION
<br />OAT, e-300o ".0
<br />- 014-10 PAAELMATE PEMALE ID t OANCLUATE PLUS ANCHORS, AS MMUPACPARED BY CLCO CONStRUCTION PRODUCTS. FOR A WE SPECIFIC PROJECL i,*. WHERE THE SITE CONDITIONS DEVOTE FROM THE PIED,
<br />- 1/4-0 ZAMAC NAIUN ANCHORS, AS MANUFACTURED By DOWALI, INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCF14SE AND INSTALLATION INCLUDING LIFE SWM OF THIS PRODUCT
<br />1) 8k%0 ON Nt- PE�O� PROVIDED HT/SHE DOES N07 DEVIATE FROM THE CONDITIONS WAILED ON THIS DOCUMENT.
<br />A MINIMUP EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3140; 2� TOP EUCO PANELMATE ANu CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTY
<br />1 2/4" FOR. ZAMAC AINLIN ANCHOPS,
<br />(.) INS PRODUCT EVALUATION DOCUMENT WU BE CONSIDERED INVALID IF MODnM
<br />A.2) CXX-114 A, SOUD-SEI ANCHORS SHAIL BE EMBEDDED 7/8- INTO THE POURED CONCREM- NO EMIMMEN7 two
<br />STUCCO SKAILL BE PERMITTED- 1/4* 0-20 SCREWS USED SHAU W I 112' LONG MINIMUM SHOULD STUCCO EXIST, (d) SIM SPECIFIC PROJECTS SHALL BE PREPARED BY A FIORIOA REGISTERED ENGINEER OF ARCHITECT WMIC11 WILL BECOME THE
<br />AND I" MINIMUM FOR WALLS WITH NO STUCCO, Mo MAYBE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD� ENGINEER OF FECORD fE-O.R-) PICK THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 714E
<br />BUT WIN WNG 14UTS PROPER USE OF THE P�ED. ENGINEER OF RECORD, ACnNG AS A DaZOATED ENGINEER To THE
<br />P1�C_ ENGWESR, SHALL SUBMIT To THIS LATTER THE SYTE SPECIFIC DRNWWQS FOR REVIEW.
<br />A.3) IN CASE NAT PRECA!IT STONE_ PRECAST CONCRETE PARELS. PAVERS, STUCCO OR WOOD BOARDS BE POUND ON THE
<br />MSrNG WALL OR FLOOR. "WORS SHALL BE LONG DftGH TO REACH THE MAN STRUCTURE BEHIND SUCk PANELS (6) THIS P,E.D. SHALL VAR THE WE AND ORIGINAL SEAL AND SIGNAIURE OF THE PROFIESWOKAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN M) AND IN U). ENGINEER OF RECORD THAT PREPARED IT
<br />(WI M_QWINQ�_ 14, SHUTTM MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MOLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA LIVAIDING CODE ONE: LABEL
<br />- 1/4- # TAPCON ANCHORS AS MANUFAG7TURED BY I I W WLDEX� INC. SHALL BE PLACED FOR EVERY OPETONC. LABELING TO COMPLY WIN SECTION 17092A O� THE
<br />- 1/4* 0 . 716 ' C"-IN ANCHORS, AS MANUFACTURED BY DEWALT, INC I'MR10A BUILDING CODE.
<br />- 1/4-0 x 3/4- SCUO-SET ANCHORS� AS DISTRIBUTED BY ALL POINT SCREW, SOLT * SPtMTY CC
<br />- ji�10 PANELMATE rDQj.E 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONE PRO
<br />5RUCTION 5WMIIIIINJI,
<br />- IIV 0 ?uA1AC NAIUN ANCHORS, AS MANUFACTURED BY MVALT. INC
<br />0
<br />&_�Ii�j!!!._��4'40:
<br />.o
<br />ELI) MMMUM EMBEDMENT OF TAPCON ANCHORS, E:"rO FANEIAATCC AND ZAMAC MUN ANCHOR. INTO THE 0'4"*'\�CEN,5��N%:'-?
<br />BLOCK UNIT SHALL BE 1 114*, -Z .1 , FLORIDA BUILDING CODE (Non Nigh valoafty " cone Zone)
<br />,.
<br />z �' �Im 1XIM, m r.l.
<br />BLOCK UNIT. No I& WM4414 67 - t 24 LIAGE GALVANIZED STEEL STORM PANEL -
<br />9,2) CAL14-IN & SOUD-SET ANCHORS SKAU. BE EMBEDDED 7/8' WTO THE CONCRETE - . I DIKMI W.
<br />_to ,
<br />STUCCO SHALL M PERMITTED. 1/4" -20 SCREWS USED SKALL BE I 'Ir LONG MINIMUM SHOULD V # EXIST, * <1 DIA71ILDKI
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. S- k§ �z �� Z_� -
<br />f` GLOBAL PROTECTION PROOIJIM, I=.
<br />� .5'. TATE F -- OF,
<br />I 1
<br />m .�7' __ - � _�
<br />6.3) IN CASE NAT PRECAST WONE. OR PRECAST CONCRETE PANELS� STUCCO OR WOOD BOARD% BE FOUR -4 _ ___�
<br />RE BEHIND SUCH Of `A-AF'-vILI'1a- 20-175
<br />EXISTING WALL ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAIN STRUCIU 1. OR I '.� - � - "W. 0 WL n, =1.0,H)"_,"
<br />- ) _.. mr-':-sr'
<br />ANCHORACCE SHAUL BE AS MENTIONED IN ILI) AND IN B.2) � � - - -
<br />' �'. DIAtec -
<br />, 'I -1 -11
<br />Ax sm/s."ATURI/cATE
<br />4 , I !--I
<br />1 $14 ILL 1, ,HLO, , ",,
<br />= ri I z. 1
<br />I
<br />INSIALW10 DEJAIL-5 FOR REGULAR EANEL (j)
<br />08 - CQNCREIE DIM 51RUOTURES
<br />� F&nD CO _ __R�5111?1 POURED CONCRETE
<br />__VA&
<br />1 . REM BLOCK
<br />CUQC�� CA
<br />Pl__' REOumm IMOU19m
<br />ve�
<br />CONCRETE ANCHORS , CONCRETE ANCHORS i
<br />_., ", - - 1,
<br />(SEE SGIHE-VAE ON " (SEE SC LZ ON
<br />EXISTING POURED
<br />__ 9 THROUGH TOO) SHUTS 9 r RGUG�K 10) �- OoKpm OR
<br />--(2 4)
<br />I
<br />I ,D � CONCRETE BLOCK
<br />. i __ - -4) 1/4��'-
<br />REQUIRED,
<br />I.W. �ct
<br />I �. -
<br />I-- ;lr 1/4- 1/4" MI /4 -
<br />I I
<br />I
<br />I A ---. �.
<br />I "I -X-,-- __ -_ � __ __ :� - _____.__ CONCRETE ANCHORS --- - -,
<br />I ---.
<br />1 4
<br />I I (SM SCHEDULE ON _ '�' I
<br />I ----- �� - I
<br />I SHEETS 9 THROUGH 10:
<br />EmP i i I
<br />; I I �
<br />-.1.11 I � ''I I . I -.1 1- - I � Eof
<br />I
<br />;�'K"' i I i
<br />MI 01 Im i EQj_
<br />I - I 1 � 1
<br />� �D � I
<br />I (a) _0
<br />�
<br />I I . i
<br />0 f I
<br />I i j
<br />L___� - 1 1/4-#-2kl' 0 4 � '/.'�2ft" i
<br />F- - - - IF, -0�- - I- 'IV I INA I i
<br />I SEPAPAMN 1 - -r.". 11 SEPARATION I , 1 - ro�m=� -
<br />__ � - TO GLASS, , I ow PDA P"No. �" �
<br />F_ To GLASS - =r=--n A - ' JWc;H 00 T_r i i
<br />- . - (SEE SCHEDULE .;m'c
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<br />gjIjwo.j (SEE s6bOuLE _ ,L* u-, It I
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<br />1� ON SHUT 3) 1 PANEL LENGTH ON SHUT 3)
<br />I I Ma SCHEDULE �l " 1 ; %, m. jhllrt� SEPARATION -�
<br />I I ON SHEET 3) 4 PANEL LEN6TI4 -4 TO GLASS. � I PAN" IL�E.W` TH
<br />I � (SEE SCHEDULE
<br />CONCRETE ANCHORS I_-- __ 7, , " , -- - I (SEE SCHEDULE
<br />- - _106 _ � _ - - i rr
<br />,SEE SCHEDULE I ____ _ ']
<br />tsm SCHEDULE ON - - �--*--- ON SHEET 3) 1 ON SHEET 3)
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<br />1 _� 10 i 11 I �.�� __'__1 - -_ �
<br />SHEETS 9 THROUGH 1'�' � I I
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<br />L, , SCH ORNEL�
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<br />@- -�. o- "'. - K2 ." . REQUIRED. i ( , . - ____j
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<br />". 1-00, �
<br />�;.. 1 _'CLTUOUTE: , mi - im�"` W/ ONLY WHEN SOW
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<br />I HORS I POURED CONCRETE
<br />���� , - LEG LOCATION I - -
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<br />� - 11 ARE USED & WHEN ; ... . .. 9:T
<br />" 04 "CRETE BLOCK
<br />1 PANELMATES
<br />ALIETWn OCINCIRMIL =D1 CTCWE REQUIRED,
<br />L _?jBCAI ARE USED.
<br />CONG=D_Nm�
<br />ANCHORS 1-/
<br />R BLOC REQUIREM
<br />(SEE SCHWULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) SHUTS 9 THROWN 10)
<br />� LL M
<br />lulLn Qu opy NO WALL MON La NMI
<br />,EC,T%,1,NF,11G' Mo
<br />3/8.1. SCALE 3/a.i" SCALE 3/8-t*
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<br />jl'��, GEN FLORIDA BUILDING CODE (Non High Velpelty Hurricants Zone)
<br />� �' . f,
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<br />9 ! 0.44167 ', it -m xwm � 2A GAGE GALVANIZED STEEL STORM PANEL Owm IN,
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<br />ED, - EDGE DISTANCE = - __'_
<br />STATE OF': <:4�e �1_ ECO#m GLOBAL PROTECTION PRODUCtS, LLC. ""r."Z'
<br />Z11:11-1 E Z.
<br />1;�,% V --- - _co_: _\' 41M SX 51 STFLEEF -
<br />(SEE SCHEDULE ON & BOTTOM MOUNTINGS CAN BE -
<br />I-, 1-1 - W I " ,
<br />C kULATIDN. ... �. Y." -iv.__"`A"""`
<br />1_e t��" "I - � eAtoe. AV. o"P. FL. =14 20-175
<br />SHEETS a & I 0) A IWED flN ANY WAY TO SUIT ANY , RID,
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<br />INSTALLATION OETAILS FOR REGULAR PANEL d� INTO W0012
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<br />:77-�';-'�-'
<br />_� " i I � ALTERNATE LEG
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<br />4'.8' IDISTING !OQ - :�,.", // ,, j� ; -�---7- -- r - �' --tocAm"I
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<br />BEAM STRUCTO �� �t -, �
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<br />ADEQUACY OF EXISTING WOOD " � r,' -
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<br />BEAM TO BE CERTIFIED BY __;`� I 0 -i .
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<br />INSTALLATION. "'� ,/ WODO ANCHORS ALTERNATE WOOD ANC4QK_ " I I ; - I, mi., -
<br />,r L _?§U SCHEDULE ON (SEE SO4EDULE 14 - -I . I W.I* HEX 090" HUD
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<br />II 1011h, 1 i , 4_1 � -01
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<br />- - REQUIRED �'� i -
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<br />SCAM 3/5-1- ALTERNAIM-A
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<br />z: *' .W . I I
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<br />1. INSTALLATION ARE ONLY VALID FOR MAX, XS.O, 2 . I
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.sl) AND PANEL LENGTHS i '� 1*1 wm InTmo, m 24 WE GALVANIZED SIM STORM PANEL kp�
<br />%A 1'. STATE OF ict, S ON%% W.
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 S , .
<br />, - - -
<br />INSTALLATION- 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD , 0,� A ..'IL; 4t _____ ")"/v"
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<br />MEMBERS TO Br SOUTHERN PINE No Z W/ SPECIFIC .t,. OPE,
<br />N" 70/5*-�' - ___ ME C Om.
<br />'5�/ AILC, -* -m SOW
<br />DENSITY OF 0.55 OR EGUAL ,nuar vidnTIND D'ammeb" ftwAxy gutri,_57
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