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<br />NOTE MULLLON CAN ALSO BE BISTALLEII w/D STORM PANELS ON TOP
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<br />SCALE: 1/4' - 1'
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<br />LOADS
<br />?aA`A•
<br />+ -7 • f. AND PAN LENGTH P TO 8'-B".
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<br />1, INSTALLATIONS ARE ONLY VAL.O FOR BUILDINGS WITH A.S.D. DESIGN LOADS•
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<br />C'ENS,
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<br />FLORIDA
<br />BUILDING CODE (High Velocity NOrrleane Zeno)
<br />+55.5, -72,0
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
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<br />6'
<br />N/A
<br />8'
<br />NIA
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />I-
<br />N/A
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOMt)
<br />t 55,% -72-0
<br />IS.
<br />N/A
<br />N/A
<br />N/A
<br />8`
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />NIA
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />p7'-5' TO 8'-8'
<br />OR LESS
<br />6"
<br />4'
<br />N%k.
<br />-_ N/A.
<br />61.
<br />B".
<br />8'
<br />a
<br />8'
<br />6"
<br />N/A
<br />N/A
<br />S (BOTTOM) -
<br />N/A
<br />N/A
<br />N/A
<br />8`
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />NIA
<br />7 (TOP)
<br />6`
<br />4"
<br />NjA
<br />N/A
<br />6'
<br />_ B`
<br />fi
<br />5'
<br />6'
<br />6"
<br />N/A
<br />- N/A
<br />4 & 7 (BOT70M)
<br />N/A ...
<br />N/A
<br />12 1/2'
<br />6 1/4`
<br />».12 1/2`
<br />6 1/4•
<br />6 1/'4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4`
<br />N/A
<br />N/A.
<br />5 (TOP/Bottom)
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2`
<br />7 6 1/4'
<br />112 1/2'
<br />8 1/4"
<br />6 t/4`
<br />6 Ile
<br />6 1/4•...
<br />6 1/4'.
<br />N/A
<br />N/A
<br />6 (TCJP/Borroll)
<br />-'-6• TO 11--2`
<br />65,0, -72.o
<br />N/A
<br />N/A
<br />6 1/4'..
<br />-
<br />N/A
<br />-.
<br />6 1/4'
<br />N/A
<br />6 Ile
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (Top/BOTTOM)
<br />A'-6' TO tt'-2'
<br />'N/A..
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />B 1/4'
<br />6 1/4'
<br />6 1/4`
<br />$, S, 10 (TOP)...:.
<br />3JL -48.0
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />6'
<br />6 t/4'
<br />6 1/4`
<br />8 (BOTTOM)
<br />OR LESS
<br />5'
<br />_
<br />+'
<br />NJA
<br />N/A
<br />NjA
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />6"
<br />B 1/4'
<br />B 1/4'
<br />S (BOTTOM)
<br />12'-4" OR LESS
<br />N/A
<br />N/A
<br />NjA.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4"
<br />6 1/4` 1
<br />6 1/4"
<br />TO (BOTTOM).
<br />SEE SHMTS 10. 11 AND 12 MR ANCHORS TYPE k SPACIM FOR BI$ENIATiONB INTO WOOD FMUE SWUM
<br />WHOAUN NNQWR SPACINGS AND WINNOW EDGE VISTAMM ARE INDICATED 04 THIS SCWXULE FOR Ea LESS
<br />it" PUNO TE0 DN SCHEDULE E REDUCE ARMOR SPACING W MULTWLT,NG 5PA4iW SHOWU ON SO4EDMLE BY
<br />THE FD IAMNG FACTORS, FORTIS OPERATOR TO 9E POSSIDL€E, REDUCED SPACI44 OBTAINED UsWc FACR3R.
<br />SHALL NOT BE LESS THAN APHN7M SPACING INDICATED FOR LASH ANCHOR TYPE AT ANOMS LEGEND,
<br />ANCHN M
<br />IJ4»1
<br />1/4'.
<br />1/4'r
<br />iji`r
<br />1/0.
<br />TAAM ~
<br />TF w'aw
<br />FiitLAlE o
<br />rxx-Ri
<br />sou➢ -SET
<br />Mh memo SPACING )
<br />1
<br />1
<br />3
<br />3- -
<br />2 ,JT
<br />1
<br />.4—pwtayY tArr4nMr INJ
<br />.1
<br />3
<br />.A
<br />3
<br />3
<br />3 1/2
<br />iFA.MW,A LM.esd 4tMA k1j
<br />1/2
<br />$ 1/2
<br />4
<br />4,12
<br />AL7EUEL CA ow a m"30
<br />IF A-C
<br />T 0 R
<br />21/Y
<br />m
<br />,an-
<br />- 3 ,/2.
<br />INSTALLATION DETAILS FOR R92ULAR PANELS A
<br />INTO EXISTING WOOD STRUCTURES
<br />6 �.-'14-TD Ph IET.NATE' PLUS O ANEIAMTE LUS
<br />14-t0 PAINE-MIRE PLUS t �I
<br />- f titer �� S 4' W
<br />OG `^
<br />/
<br />14' W i 7 _ 1
<br />/ fB-
<br />THREADED O ' TU
<br />TO TTIRE(•Dm PFI&TRAi70N TO EXISTING;
<br />FTPAOEFI
<br />_! { EXISRti,' iWOU HENSER fI
<br />EKL.7ING OD HEADER
<br />E%Smi6 WU90 NfADER WIND i#OiIiREO
<br />ow HEADER
<br />f t, a 4 4
<br />I° r'
<br />> N , E
<br />t ,.
<br />,1
<br />r i �
<br />gg r
<br />I 1 /
<br />t 1rJ
<br />7/atr3t32• I
<br />-- -axlc xur a i rrt I i nxwsntw e e
<br />I E ---EaNNBtGw lST Aw e
<br />i t
<br />7 4' C OG 6 a I f t f 2`
<br />2` t =2 I
<br />WC7D WDTR) HfAGE R r \
<br />REOUI1iEH� . 1 Pan. �`_A":1
<br />iJ(
<br />I
<br />dEE'SCl#:tMF OR ' BE HEOULE•sit SGNEI0.AEryp- I
<br />ows
<br />MR
<br />4DRGummul Y fOii DUSS: 11DIt W. s°
<br />._ ._Ma. PANEI. LENGTH _. - ,. '-- Now PAN7i: LENGTH AT PANEL LgltGi}I
<br />,f4Y-2ta1' S$ (SEE NOTE 1) lI4•W-LOON' S.S I (SEE NaTE 1) If4Y-mKt' SS *I (SEE 77 1)
<br />MS. Wt 7/3T1 . M.S NJ 7tQ'/ A ti I
<br />• EVERY PAEPNAp '
<br />q711
<br />5DR 5EftM 2
<br />F 2' Of 'L'
<br />G D MA%
<br />l
<br />NAK ALAK -,
<br />4
<br />I % i 0
<br />M
<br />7 .3 - NU1 WASIffR �
<br />MIT e Y .
<br />i Wiw wI e
<br />EO �• ''• .-, y_-` ,:(' EAtTar SiED *1 7. ED.. •` ,� t"^ `y /�i I f t2 t jI' O.0 � . - I 72 1/2' O.G i ,
<br />i
<br />>..
<br />..,•. : L... '"' '^;( 4`. ^`^,^e' _ : l .... i 1/4'e i.a.G SCREWS
<br />I Q O.C. w/1 1/2`
<br />�.i-O
<br />2'.4' WOOD PLATE i �I 2'As' WOOD 2`A4' WOOD,FtA1E 1LBR1. iNREAOF@
<br />='
<br />REWIRED "� y14-10 PANOLMATE PLUS REQUIRED - tI' REgWRED { Ii. PMETPAMN AT
<br />. f O:C, wj 1 7/8' ill: '� '.I1 NOWIM OF PLATE
<br />I F} { t If, TNRFA N aEEO PENE7TIOO 1
<br />OF PLATE
<br />AGO p w 14a SCREWSO {!
<br />B O.C. STAGGEREDWf a
<br />7TH
<br />4 '
<br />l PENETRATION
<br />'
<br />.__-...,..I \„_,-. AT MOYABIH M PLATE
<br />aw pig Q! MOUNT 4 1"- M WING IbWA"TION DIRECT MOUNT IN
<br />SCALE afB
<br />SCALE 3/e-t" SCALE 3/B+«t-
<br />NOTESI
<br />1. INSTALLATIONS FOR ALTERNATNES OW, SW & IOW ONLY VALID FOR E
<br />gtHniNIt
<br />A`s. DESIGNLOADS UP TO +43.6, -48.0 P,e.t, AND �Ary+,�A TIC,(/�(hyi
<br />Rutty LENGTH
<br />,<
<br />TO4
<br />BE ^' •CFAs `''-�,_S
<br />L FOR NEW: WOOD FFRAME. CONSTRUCTION; WOOD MEMBERS TO SOUTHERN $
<br />�
<br />PINE NO.. 2, W/ SPECIFIC DENSITY OF 0,5E OR EQUAL '�'L ': i5 FLORIDA BUILDING CODE (High volocify Nur4cane Zone)
<br />NOTE FOR�lM+BINAT7Erti [ $Tenor!$: t N0. 41 :. ° B tatrca, we 20 GAGE GALVANIZED STEEL STORM PANELSAWN BY
<br />,.r-Y OrJ2i/2924
<br />TOP & BOTTOM Y WAY TO CAN BE ?* : Si SE- -' GLOBAL PROTECTION PRODUCTS LLC.
<br />COMBINED iN ANY WAY TD. SUIT ANY '• ._-,__._.........:.....? A LNtE:
<br />-, iL ECCl,».
<br />, 44,011 $W S�
<br />INSTALLATION. r a .. ,...... - L � E7 � aMl n. 33314
<br />. _. 'T1lLr EN M AN
<br />1. �� ••.��� % a���W. aKao.R niw. TINGE', l964TM^75IQ. IFJC l9S4}04'Q7R7 20-176
<br />esw., w W4owu
<br />( Ill [A/dlrl0 Po
<br />Nl ll iliMtlA Z SFAL/f;BIN3UflEJM1E
<br />WALTpL A 1K1)TIJT. P.E
<br />1 WE(1 IF OF �.
<br />_40
<br />,
<br />^^W
<br />0
<br />C/_
<br />N
<br />_
<br />0
<br />(1/
<br />�--'
<br />U
<br />N
<br />Imo.
<br />0
<br />0
<br />C
<br />.00
<br />M
<br />U
<br />-0
<br />N
<br />0—
<br />U)
<br />0
<br />0
<br />0
<br />�
<br />W
<br />_O
<br />M
<br />0
<br />>
<br />CIO
<br />?
<br />M
<br />i -
<br />`E
<br />1
<br />2
<br />-0
<br />. =
<br />r^r
<br />S/ /
<br />nI
<br />Cl%I
<br />EV
<br />a
<br />_
<br />W
<br />® �
<br />V
<br />V N
<br />X
<br />LL t1
<br />to
<br />O A_
<br />N
<br />CV
<br />Cn
<br />Q
<br />O 4p
<br />CV 9C
<br />3
<br />d
<br />C
<br />as
<br />Cu
<br />L C
<br />= `L
<br />3 al
<br />`
<br />M
<br />tj .Di
<br />=
<br />V d
<br />9.�
<br />E
<br />O
<br />a
<br />CONCRETE ANNCHM CONCRETE. MUCH MR CONA0.TE MIONaM: SEE SCHEDULE ON SHEET I.;
<br />(SSE SCHEDULE ON (NEE SCl1EUUlE ON - F� WOOD S : SEE SECTION Wk tew ld
<br />SHEET t4) „ j SHEET i4I 2/ qA/ T. 1w/Ts 1 1 8 "' E 8 1 1 1 8 ALTERNATE t $ l 1NST•IALLATION DETAILS FOR OPTMON # I FOR UEE SAFETY STORK. PANEL SYSTEM °
<br />_..T PgacEa G .._I 1''MWL' i14, Y4. W. 3!'4 4i/4 T, 2 A Tw/t5 3• Nm,- AT
<br />ENO PANG
<br />fi/Ep� • D W/ i�TO EXISTING WOOD STRU,LCTURES
<br />�AT END PANEL
<br />v SDTT" "`� .SAD• Nmti . : , 1' NAP SNOS OVERLAPM,1 ..•.::: ! ?a1fA5 W++iME,RPETRAmR
<br />POURED C:•� __f ___ _ �_._._.,_.__.. �. ^' (12 if2' ,7. C.) -„ 4
<br />I i0
<br />REONCRETE
<br />OUIREA
<br />r HIND PANEL
<br />5/8' Ym, (CASE t)
<br />I I I- e s MINI. (aA4E 2) - D � k 1 n'
<br />•• L:. .. __ STUDS o EVERY '` ' _� l h W
<br />_ . Ti T T!_ t... _ b2 vl ncj I M i, s
<br />SEEaaplEOvtf, i SEE StV#WU i - 'Tp T!'-'�F� t ^}`'�-p-k�' 7' I i T I 1 �� { TO FiOL} PALL ( > k j _ • L,;
<br />AQe. PARA1i0N ` 9fF'<i$EPARATE»3 %�Ii l�I ftlM l�ii � ( tM4ii}SPWIPAni IATEPoOR PNRL) (ETA P.O�) T* [ 7`. i .I y , I' IEi �.._.-.: �.._,,... _.__._ Eof �^
<br />I( f
<br />iFOR
<br />o aASS 3 m sass I i _ ( t _ _ = +} - !i
<br />p?/!�� fi�•�g,, t+a i( ` 7
<br />Ww70�T fYL•,RY DING R R.F Q T` OnS, 1 "' f--. -- ii Oc
<br />-.. ' { v
<br />slw o T2 tie Ox- s,uD s t2 ,E/s'�b.D. � 1 1 1 1 1 :.... ''sF'"' _. ... r.,.._.. ='.
<br />T jt' {: S 5.... 8 EE EE -., ' fNTII1H}R PANEL \ - ENO PANti I 1
<br />r
<br />7 , i 4 w1 MsLHRNE }fi fat YKIRNE i - ..- s 3CMgDULE i t `aC€ODLILE f fidtE)RDR PMtlEt... END PANEL - A f I 4.,j I t R .V,t I. le
<br />,/b' Wn. S WJ SPEFDNUiS WdL Min. (c1SE )a -' w sPEEDNUts ,��•p�} LA5 - RCOUrREO 1
<br />(SEE DET. 1/1+)� ; m o ,2 ,/r at. (Sff (CAM S / _ - -I i.. L.. - - -.... -..L �� V DIRECT MDUNt , ANCHOR ANCHOR 3" 'J +._3•...,. �. 1-_3'--'i I I
<br />_ �I� ��, i MOz ANCHOR Mw. ANCNOP { I t
<br />5PAC,FNt SPACING , .. gtaU REa1MEO
<br />jt sp iF- • - a � , � O
<br />_Ij[( �. ,y,, _ I (lI ) ) DETAIL 1- e - O : C 7tQYx3 S2
<br />i a' 1 flit !I- ! 2t1y "(' lilili + (141FAra4TE LOGNaa 5 3/76' t SCALD Ili 6` I*
<br />S ma iJaC �•
<br />J/MAXIMUME ATIA T LTERNATMVE 2 Q
<br />POIALED itDNCREIE•a .S,D. N PRESSURE ' ), ��..��.�M " ,t4•yi�{L4ytRNE �i•�'��
<br />1 n ,@•CAN
<br />g__jj1 EtSRE RATING lE.ffi.t, AND G RRES N IN
<br />OR C _ u94jMAXIMUM IrIiAXI41UM PA#JEL LENGTH "L" 4`GHEDLiLE JA Mx
<br />ORREMONDIN MAXIMUM ANCHOR PACING SC_14EDUL E AT ,�r FiIR CPIs (SEE. TO le
<br />1a , o,G Q
<br />REiAARFD � I 3.. - LAPPLSOA61i ONLY TO SECl�S i & s, WOInA7Eg} FOR R1� cAF4Tv STiNbA PANS',;, Otf. }f1+) I
<br />A 2/4, 2A/4, 3/4 OR 4/4 ? t, 2,dE hw/ts T, A TWITS INSIAUXIONS INTO _CONCINaE A CONCRETE M CK RUCTURES �EEv ON sNFF T=} i
<br />- ALTERNATE LOCATION i.. ateiR ass�' Ce tWwIA SPaRIRn+ eMaFA ONFOR tAi4
<br />scuu
<br />- - ON LIE SAFETY PANEL t- - - • m mI� mA4rorL )
<br />(A.F3 Nat€ BEna4/s) • t ) . - .�..d
<br />AREA W/NO 415E SAFETY PANELS J - CAl10N OF IJFE (SEE NCOE 1BELOW) --.. SEPARATOR
<br />14..a REGULAR PANLD
<br />PANELS W/ OR --- ----'+- SCgATM PANE- --^^^I MWOMUM A5.D:. APPMraBt$ m *3Q�0+ -'nA' d•-B` x 3t4' sMRM.te¢ TO GGk45
<br />W/O REG�H.4R TRACK$ TAdC4ki OF iNA-DRIP CA1X_W FAIA4MA8 FUMLE O I*ANFUMaE FUIS
<br />O6NCREIE A.C. I:, " ''}fj/ ! 1f._,+ft �%, �r !/ ( BELNOWj L LAST PANEL 9 TO M*sTN1ED As rles7RE TO ZOl 7E TO ToCONCRETE CONCRETE CtlNCAETEwowm Ca' •M CCNmCgETE a M AI k O 10 TOlLJO7M `LAM
<br />(SFF SCNEA.0 �- :- •.-•"{'•. .'• Q ED
<br />r LlT`c SAFELY SFpB,1 PANEL
<br />OPENING SHALL ..f. Bla?C7L wjx. BLOCK BLOCK 6tOCN COFA1NAa%#% SJt•} SEE SHEET tQ FOR aICHORS t1YE & SPACRA FOR WTDi M" WO WOO FRME Bt�ING. - ; 0OR LIFE t
<br />.,
<br />S1iELT ,4} POUR C#i SLOB SAFETY ALWAYS 8E i'RO•AOED W/ REAR HUNOLE - WORM ANCHOR SPACINGS AM W4N1IN EDGE DISTANCE ME WpMAM ON TIOS SCHEDULE. FOR r EO { EO
<br />:'GaNDIRDN) m FACWTAE INSTALL4Tid/ IF IMENOEO B" N/A N/A N/A 8' N/A 6• N/A B' NjR. t & 2 (TOP)
<br />ED. LF95 iTLAM WO€Ca7EO. ON SFJIEO)AE iNIDUCE ANCHOR EPACBIG BT MrL.TlPRT1IO 6?PINING
<br />CAnf. ,-, '". PANEW).E TO 8E UCTALLEn OR REMOVED FTMiII 1N$at - L_. ' So I- tfii
<br />.RLTE ANON ;r,: 1A OF BE IW RE +55,0, -72,0 B^. 7' B' 9" B" B' 8' 9' B` B" 4 (B0T1'OMJ:.. 5-0. OR i 5 SkKfdna aV SCFikDULE 8f tNE i'OL>dNWQaO FaCTtN�. 39 'DAIS ORECATIOFi #E1 BE R ..,..: _- -
<br />Ea
<br />( $C N1LE ,*., .. - MICATD SPACOO H AM NO tLSNO #T ANC OM i SO LFSS 11{AV MRaAQ,M SPACpO 'p : S ., Ili WOW PLATE O
<br />----E.D, NDMATEO FOR F:1, NLaNDR TYPE AT ANCINDRS l.�EtO, - t
<br />SHEET ,4j ELEVATION 6' N/A N/A N/A s=. N/A B• NjA B` N/A...' i & 2 (TOP): ... '>
<br />+56.0 -72.0 - g
<br />WALL ►}I,OUNTiNG 1W IM WALL AND PL00R MOOTING INSTALlA MN SCALE 3/32'st` B s` g s• B' 7 1/2" B' 9, B' s 1 {entTEaF) ANMM � /}`. ii4" �,'• 1f41 r L LRICCIARDDPLATE Yj l
<br />SECTION,_, - � T 1 r 1j4' Wu. 6" N/A N/A NIA fi` N/A S' N/A fi` N/A 1 & 2 {TOP) TAFGO aTV " Pwtg is "MMRLMn7E wawM y _N ___�
<br />SCACE7 318, i" SECTION 2 SCALE; 3/6` - t,' t/Y Mox. WP. +550 -T:0 T'-B" TO 8'-8'
<br />_ GAP ,•• 9• 4s B• B• 4' A. $.a 6` 6' B' T (BOTTOM) w ANCHOR stACW (04 3 3 3 3 2 1/2 - {{
<br />NIYTES, DNyFT SAFL"TY STORM PANE! = N INST AtIDN..
<br />1. UFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) i. -"_ �b ♦� y
<br />OR AS AN ,FETFR7DR PANEL.. (PINY PNt.LOCATION IN BETWEEN ENO PANELS). B (aT RTTERroR Parks_ 8 T1pLa,A'rE LppAnpN - 3 ] 3 ,(•^. - 3112
<br />S + ( B, ALTERNATIVE _::? ALTERNATIVE 4 Q�
<br />SEE Lay AM& SA "K0 we* FACIM ' f P�.EpUAg1} Itas, w/ , 112• �//.�'
<br />UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 101E 1) AT ETA PMR]5 SCAM } �f R'J••,j}tSOR MO1TNi CONIMIOHS AT }g,@Mjtii ED. w j i /2` E i -,g _ - .ij I II MA,,•7€116ALFp Y+fNEFPokTIDI: M _ I
<br />(W/ OR W/O REGULAR TRACKS.) SEE NOW 11
<br />r/� f'►EJ t'..� w,KMUM'ASA I !spit➢ a W WT FROM tEW Of ANOJQ GM E MW e S w. AM NR OF AG,0 APPLICABLE 'f0, "^---_--?� _—.__.. _ .._ -. - - - - ''M t• Tti'A-m+2' S,S. M;S.. Q• o.G. aR - L(�j T�RI"1.(�IIY. � l.I�. CONDITIONS �4 A�.�I�F�.L41�14T�� �� • V
<br />2. LIFE SAFETY STOR PANEL CONSISTS OF D:03B' G4LVAN12ED STEEL STORM PANEL AS SE�rT�t1/,d, BESW:N '{ $E.C17pNS 0 R W"MUM PAtd p tm tOo a.Ge ei 1/4V-2a TwELMaTG PEAWfWW1//D OR
<br />PER CONPDNEM� PRF5651RE : COMBINATIO LENGTH h.' (ft AAAHiF11NN4/, .,,_,_._.._. ._,-_._..._,.. ..._,,. `.._ ..,.., ...: ___..�,_.._.__._ j .__, P P€NETRAWWN M A]STRC/ SCAUE 3/e'
<br />SHEET $ OF DRAWING, SCALE 3J32•at'
<br />THIS PANEL aLLOwS'ITSELF TO BE REMOVED OR INSIAUPO FROM THE INSIDE OF : hN - _ LGO
<br />STRUCTURE. RA7WIC T OF THEM p}Lt� I� 71�(! 3 ' PULE NotE : FdKR7'IX3 TiaCKS NOt sNtlwN Fmt ixAet'r
<br />aAANt1MNUNA ++82 -6Ts }• 3" 4 1/2' 4 1/2' 2 (BOTTOM) 7'-6` OR LESS . Q- ASA,THHNYN
<br />3. LIFE SAFETY PAN�L REOLlIRES TOP tTWK TO BE COMPONENT 0& BOTTOM TRACK TO AaAAAQ. A: Ri t1 +52.6-66.0 3' { 3` 4' e 2 (BOTTOM) r-8" OR LESS I.�k19�NN T .INSTA TION �R TIL( W
<br />BE POWENTE Nf N)AS ISSHEET 2 OF TINTS ARAWBNO: yp. sy, - ., ALTER A E 1 W COMPONENT 74AY BE. INSTALLED WALL OR FLOOR MOUNTED FOLLOMW SECTIONS 1 k ti t, .'' '' •F5s.0 -72:0 2 1/2` i 2 1/`A1' ;` 3 1f2` .2 (BoTFDM) 1'-8' OR LESS No. 44167 --``
<br />2 ON THIS SHEET, AS WELL AS DETAILS 1 & 2 ON SHEET 14, S �CENSF }•'•, s - - - . Ik ? WALE: 3fC
<br />�} FLORIDA BUILDING CODE (High Velocity Hu come Tone +55.D-720 2 1/2' 2 1/2' NIA N/A 2 (BoroC 7'-B` r0 8'-D * 1F FLORIOA BUfLDRAG CODE Nigh VBlocl Hurrtcans Zone _ FLORIDA BUILDING CODE Hi h VelocityHutrioone Zane)
<br />,>Xk 2 • _ - _ 4A 20 GAGE GALVANIZED STEEL STORM PANEL - 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />4. Min. 1.E)4CtH FOR COMPONENT 5 IV. E T = '
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<br />SPACING FOR COMPONENT ANCHORAGE AT BOTTOM 6. O)YEN ON * - MIT=. i11O F.R. 7'-6' 70 8'-8 A4r evm 117iS0, Fs. FP.
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<br />5, SEE DETAILS FOR INSTALLATION INTO W000 FRAME EKNLDa105 ON SHEEP 45. .,'F .LIEN �s /► /Irk 14NHrwN.1 i.L' i« AI O INS. ay .. \r ©INN-.
<br />©'' p iL G fr 0 I NC.. "M SW. ]i STR177 ,yam ¢ 4ta0 SW, St QtREQ 2 FOR NEW Y(OOI FRAME CET WMUCTFW WEOO M1D,BERs m jE 517U)TETW �S t( ' � °1Y�r j +bM. SW, Qt SNUM z
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<br />6. SEE SNI:ci +FOR DETAIL APPUCABIE trD THE NECESSITY FOR THE Itf-tALLATfON OF rAr� �S ON A�- � tiW,SR3.4or e.aOLA n a,w r1ANE: (Rsr)eM-7si3. r,Uf: (E54j�p-B727 20-176 NR .Tw s. a. z0. aMaolA Fe Saul gaWF: {s3MJdM-7644 FAY (W)SN-"7 2i}-f 76 _ trr1UN Ai a. ww 8: m as we,w aMCO#: rt v,w P1aeW (BM)eBw--95+d, FAY: (t5 )602-Ml 20-176.
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOW BANDS. FANh. tllit•`"ALA '^-..' Owl __AAA. r- ,put m-+m ax - yr ,t. w �_. i tie.. tMN nr.ra,4 ro: OAFS an-t4a, �M w �� pWAA,O 11 11tt4N s ..., , DW m-we .. oft- �� mAWp+a
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