a
<br />+r
<br />wa91 »4 ,.3
<br />DI
<br />WA D B MOUNTING INSTALLA. 10N FOR
<br />SPIIT' PANELS
<br />� 1 • {rya 7aP liNa}
<br />MAIM
<br />7 a HUT,
<br />1'
<br />C
<br />WPM
<br />IAAOD[ I P t/,P
<br />aw
<br />Be",.RAN
<br />1/4.: 1' y
<br />,iL14 L 1
<br />I
<br />1�t. PE,4'.l,eP94 IM,O t' r3�"
<br />r3M�.6u0 r OL Yr
<br />3 INlel00 4101E
<br />N PW1TeK Iflaala • �. � 1 ,•a niU�
<br />xI42 a9A Y� L%�70P2b�ifOM) 1fY. :L
<br />da• ♦ rt g
<br />SCALE iJ4'-1* � 1ii`AL,E 7t4`-1
<br />(M.. O3INOLN,CNI
<br />MULLION Cf•urntuE
<br />a As)
<br />m4 ''ka,
<br />gp F'OR AS.A PNESSEIIE IbTINC
<br />« DIP O al. -7L0 .t
<br />PAINt1.E+
<br />SECTION 1
<br />omem
<br />BGME 3ja-.7'
<br />NOTE: MULLWN CAN ALSG BE INSIAtN,E#) M/0 SIM PANELS ON TOP
<br />OR BILLION So TINT Ir M LOCATEC AT TOP OR BOTTOM OF OPENING.
<br />(wE PANEL DFE}IN6 WI TUBE To k BO77TA0
<br />Hex. WAUON..
<br />SPAN (FL) "
<br />REQUIRED W.
<br />TUBE mmum +.
<br />4-G' TO 7'-e•
<br />2' x e x. t/8•
<br />i 6•-0' TO
<br />> e•-tw Ta a'-o'
<br />z' x $' % its•
<br />SPLIT ST E
<br />El
<br />MXILt1UM
<br />A.S.D. DESIJN PRESSURE RAn (c s.ffl) AND CORRESPONDING
<br />MAXIMUM PANEL L,FA#�TI:I "V- SCHEDULE
<br />C3" MKY FL1R 3 RL9fAl1A770NS AS PER SECTIUM I THRU 10. ON SHEETS 4, 5 AM 6)rdw
<br />MAXIMUM AAA
<br />• Si N/ 1/4'4-W* SS: NS, 81VNOW :AT COW a N01,0AOlr O' pAND-
<br />DESIGN PRESSURE RaNg (".0 AND CORRESPONISHO
<br />MAXIMUKAMOR
<br />SPACING
<br />SCHEDULE FOR REGULAR _NORM PANES & �1..lM�T.E►I I
<br />I!~IQ f"IiIONG_SRS�ICRUE A COMM BLOCK UiGTURES
<br />0010 MY FOR PANELS & @.a1SOUJAIMIS- AS PER SW"MS 1 IsM 7. ON SHEETS 4 A 5)API'LlcAlax
<br />A UU
<br />To
<br />'
<br />s$P V\GE�1F
<br />s`
<br />FLORIDA BUILDING CODE h Ys41c , Nurrtcane
<br />Zone
<br />= ` No. #167
<br />=g¢
<br />esme n Ism
<br />_
<br />'*: :*I
<br />A,
<br />20 GAGE GALVANIZED STEEL STORM PANELS
<br />N ss
<br />1ENEC- GLOBAL PROTECTION PRODUCTS. LLC
<br />$1
<br />(I}P•
<br />�9,5,y1S�1J1•.
<br />4NOp a.E St SIAEET'
<br />a - mww TL 333,{
<br />....•
<br />y �
<br />aE ah R Svc iN� MNWA1 iaXkw a 3'nCe 1$MXE' (sei)s!e-7SW EA'f (NNJaQA-a147'
<br />asne,f>9k 6elYa. rY<aih�:m-,Ap,
<br />20-176
<br />�t'•FN 1
<br />"-z/NN l,aN+ToJeurTE
<br />Ast. xulll,lN. AK awM ganW a4
<br />7�.
<br />.E.
<br />rPf�
<br />TAlaaTr _ _
<br />a. 19
<br />,
<br />agEET a oT 2a
<br />fAOaAAI AS.0.
<br />Ilex. LaNani
<br />m �
<br />QON�aNIDH
<br />e � �
<br />+ss.a -72D
<br />r-s• rM LESS
<br />2 tt+•
<br />urmoLTEo
<br />7 77an, s e 7
<br />-72A
<br />)7'-9` m Y-6' NAFx.
<br />P 3/i'
<br />7p6IX.7m
<br />t 7NNU D 3 7
<br />+ssn; -72D
<br />>e'-a` ro 7,•-z' um,.
<br />2 tlz
<br />`
<br />a
<br />+,3D, -4e�A
<br />12'-4" OR L016
<br />3
<br />a�aiEi}F►aDo�
<br />#0
<br />N/A%aalN DSO.
<br />OESNOr
<br />RATIW (p.ary
<br />YA1aNLa1 ANtirDRa APlCIND FoA ED. - 3 if2' •'
<br />-
<br />5[Ct70lS � h
<br />AIf�N
<br />Ml4%aAA1
<br />[ LENGnH 1' (a)
<br />T1M�/
<br />O' NAP-4AIP
<br />WX.W
<br />nY$il:N€:HHLE O
<br />YxIBWTE ftA6
<br />TC-CNaNNFA3E
<br />,
<br />ro CONCAEE
<br />to rzpcAE.tE
<br />m 4OIAYETE
<br />ro N7011LtETE
<br />$'
<br />NIA
<br />NIA
<br />N/A
<br />6'
<br />bA/A
<br />A4AA
<br />r
<br />r
<br />WA
<br />N/A
<br />r
<br />r
<br />$`
<br />$"
<br />e"
<br />r
<br />t {eaROa)
<br />$•
<br />.NfA
<br />NIA
<br />N/A
<br />$•
<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />$ (�)
<br />+a4D, -72D
<br />$'
<br />WA
<br />N/A
<br />N/A
<br />$"
<br />kfA
<br />$'
<br />1//A
<br />8•
<br />N/A
<br />2 (9TTrOM)
<br />r-r CR LESS
<br />r
<br />NIA
<br />N/A
<br />NJA
<br />$'
<br />WA
<br />$'
<br />N/A
<br />$'
<br />N/A
<br />� � 4 (>$�
<br />OR LESS
<br />$`
<br />6"
<br />WA
<br />N/A
<br />r
<br />�
<br />S"
<br />r
<br />a'
<br />r
<br />3{BDIToirD
<br />�
<br />N/A
<br />NIA
<br />N/A.
<br />$`
<br />NIA
<br />$"
<br />k/A
<br />$`
<br />N/A
<br />7 (TOP)
<br />$"
<br />S.
<br />-NiA...
<br />N/A
<br />NIA
<br />$»
<br />r
<br />$'
<br />$"
<br />S'
<br />$'
<br />4 3 7 {aOT7fA0
<br />N/A
<br />12 IJ2"
<br />$ t/4"
<br />72 tf2`
<br />6 1I4`
<br />$ ,f{•
<br />$ tI{"
<br />a t/{'
<br />5 1I4'
<br />$-({ryp%@DiKW) .
<br />SHQia Itl k i l POR ANCH0118 1TPE ! 1MAGIn FOIL INSGILON3TB Rrm aapl ERNE 6LNOaNe-
<br />9aEOlAE NNEWbE ANCIKM BY --: �.� 3FAmn 9HM2nNO1�SCHUDULE !K
<br />iNE IDlLdI1NO iN.ROPS. FOR ilea OiMTWN ro BE P�etE 5PAWIo $BNIEo 134zN0 ffnfal
<br />StWi NOT 114 NL� i,lel YWNRIM 1IPACa/3 AOrhTFD FOR. FAaN AMaIOR TIDE AT AI/:Ilapi {SWIG.
<br />�
<br />t/C�
<br />lI{9
<br />1/4'+
<br />tI44
<br />i/iY
<br />IJ44
<br />MAON4
<br />a ar-as
<br />n+nNeE
<br />N'J1T-N
<br />aasfaEr
<br />IN Abaln Y/alla Owt
<br />3
<br />3
<br />3
<br />�
<br />2 tII
<br />3
<br />••aaesm4 fa.*.1.
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 ,n
<br />e1.Nr3 ox,elm ►Nm 03
<br />3
<br />s
<br />a ,n
<br />3 rh
<br />3 to
<br />Amrt 6a ITIIOIIQI
<br />R,�I
<br />-
<br />31'
<br />MAXIMUM
<br />A.S.D. DESIGN PR925URE UJING (la-z.f.) AND CORRE29NDING MAXIMUM
<br />SPACING SCHEDULE FQR REGULAR STORM PANELS & IN AI � UIONS
<br />A CONCRETE BLOCK STRUCTURES
<br />INIQ EXiSTING CIA
<br />(VAUD ONLY FOR PAIIELS CIA G kbTALLAT10N3 AS PER SECTIONS 1 TNRU 10, ON SHEETS 4, 5 d 6)
<br />ANCHOR
<br />TO
<br />PAS
<br />:x LSti .... l(i
<br />a @ T
<br />,.••
<br />\jGEMs+F
<br />FLORIDA BUILDING CODE Nigh VelocityNurrlcone
<br />Zone
<br />* ' NO.
<br />4*-'
<br />emo mice, ac 20 GAGE GALVANNZED STEEL STORM PANEL
<br />.S11L
<br />'GCOLac.GLOBAAL PROTECTION PRODUCTS, LLC.
<br />WAR Br:
<br />m
<br />I
<br />,� se.s,aT sET••PINIk.
<br />%'IRA�yy
<br />Him t►$4)"O-am
<br />°serH-,n,
<br />20-176
<br />a iRE✓DATE
<br />}
<br />mtc
<br />a: wur-. tsINN Aa
<br />rNMRko XM
<br />.axon 4 O %
<br />1417aNAi
<br />- M4%apai $PA41rW iWt ED.. 3 1/2' " _
<br />AS0. OF37GW
<br />iFyOFiN.
<br />Cf TAP-alaP
<br />Ctilc-W
<br />PANEiM[tE F{YHE q
<br />PANFIAIATE PWS
<br />SBW �7
<br />°
<br />FtAtuK+
<br />(par.)
<br />To eorNc#tE
<br />m
<br />rnlfC(EiE
<br />anal
<br />m CONCRETE
<br />m
<br />coxcaerc
<br />IHIDCK
<br />m caatENE
<br />m
<br />i,Y7�,1E
<br />>KacN
<br />ro CONCRETE
<br />ro
<br />COtICPETE
<br />tAOTx
<br />ro coNcaEtE
<br />m
<br />CONCRETE
<br />aLDCN
<br />To rxxuRElE
<br />ro
<br />CONCRETE
<br />Lv.azt
<br />tea+
<br />of TtEN
<br />LVW,H t
<br />8'
<br />NJA
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />B'
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6"
<br />$"
<br />N/A
<br />N/A
<br />B"
<br />8'
<br />B*
<br />N/A
<br />N/A
<br />t {BOtTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />NJA.....
<br />6"
<br />N/A
<br />e"
<br />NJA
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8"
<br />NIA
<br />-.. N/A
<br />N/A
<br />d"
<br />NjA
<br />-.
<br />5`
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />.NJA
<br />2 (8(71'fOM)
<br />SS.S, 72.0
<br />d"
<br />NfA..
<br />-.
<br />N/A
<br />N/A
<br />S.
<br />NjA:
<br />e'
<br />N/A
<br />8"
<br />N/A
<br />N/A
<br />3 de 4 (TOP).
<br />TO 8'-8"
<br />OR LESS
<br />4'
<br />k/A
<br />N/A
<br />B•
<br />8`
<br />6'
<br />8'
<br />8'
<br />6'
<br />.NfA
<br />N/A
<br />3 (BOT(OM)
<br />a`
<br />N/A
<br />NIA
<br />N/A
<br />6•.
<br />N/A
<br />8'.
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />7(t�).
<br />$`
<br />-.4"
<br />N/A
<br />N/A
<br />8'.
<br />6"
<br />8"
<br />8"
<br />8'
<br />6"
<br />N/A
<br />N/A
<br />4.k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 7/2•
<br />B 1J4`
<br />12 1J2"
<br />6 T/4'
<br />6 1j4'
<br />8 1J4'
<br />6 1/4'
<br />6 1/4"
<br />NJA
<br />N/A
<br />5 (TOP/BOTtOM)
<br />50.0• -53.3
<br />N/A
<br />N/A
<br />12 if2'
<br />8 /J4•
<br />}2 i/2'
<br />6 T/4•
<br />6 t/4•
<br />6 T/4'
<br />B 7/4•
<br />8 }/4'
<br />N/A
<br />N/A
<br />8 QOP/BOTTOM)
<br />8'-8' TO i1'-2'
<br />55.6, -72.D
<br />N/A
<br />N/A
<br />6 1/4"
<br />N/A
<br />6 1/4'
<br />N/A
<br />B 1/4'
<br />8 I/4•
<br />6 if4`
<br />B 1/4'
<br />N/A
<br />N/A
<br />8 (TOP/BOTf01A)
<br />'-8' TO 11'-2'
<br />NjA
<br />NJA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />8 1/4'
<br />8 1/4'
<br />8 i/4'
<br />8 1/4'
<br />B. 9, f0 (TOP)
<br />� -48.0
<br />6'
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6"
<br />Ni 7/4'
<br />8 (BOTTOM)
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />B'
<br />6 If4`
<br />Ale
<br />9(BOTTOM)
<br />t2'-4' OR LESS
<br />N/AjAN/AN/A
<br />NfA
<br />fRN/A
<br />8 }/4•
<br />$if{8
<br />i0 (BOTTOM)
<br />SEE SNEE(S /0. t1 AND 72 FOA AA%;ilDR5 T57rc ! SPICING FOR RSTI4IAIOINS MfTO. 1,000 FTMME BURpNO
<br />MNIENN A/7aWN SPACINGS AND 4aaitUN E&E DGfANCE A� WOICAT£D ON T/,6 SCHEDULE. FOR ED. tJBM
<br />IMAM INNU'l7FA Oi SCMEOULE ANCHOR SPACMW aY MW.OPLYRn SPACNG SHOWN ON SCHEDULE or
<br />THE tTk1ONNC FACTORS. FQN 1ra8 OPk7f7iTIOFF m fE POSSTM.E. NECUCkO SP/gNC OBTANED tMItO FACTOR
<br />S,NLL NDT EE LEAS 71VN IMWIUN/ SPAOadO affi{'AT79 TOR EACH ANCHOR Tti1Ni AT ANCeNOIffi t£6FIn.
<br />�� TI}H
<br />1/44
<br />1I44
<br />iJ4'I
<br />1/4S
<br />tf4'e
<br />lJi's
<br />TIA11tN
<br />LF 7M-.oP
<br />fEIINE D
<br />GNr-el
<br />301N-&T
<br />w, a1aaR rAN3NNG G'i1
<br />3
<br />>
<br />>
<br />3
<br />2,/1
<br />3
<br />•
<br />N:D.AI,N met 1IetA Pi)
<br />3
<br />s
<br />3 ,/s
<br />3 to
<br />3 ,n
<br />ALOIeL id �R 0.6a1tg1
<br />i AC
<br />T O R
<br />INSTALLATION DEBILS FOR REGULAR PANELS ID A v; La w s/r LnNc eaAaa MeaoG w/ INSTALLATION DETAILS FOR REGULAR PANELS C� tlt 1A INSTALLATION DETAILS �'QR REGULAR PANELS(I A 0
<br />INTO EXISTING W9QD SIR CTURES 1/4 a 2W2' SS. MS:! a I e:C. FWf XtSTING WOOD STRUCTURES
<br />RUCTURES
<br />0-riivr ow PVASU.ost LoLoomll UP TO oER .. Tp/L4us 1dL�XISTiNG WOOD STRUCTURES �- IL�I -F t
<br />Kpt LMKm S LW m 7T R Amu aR , 0
<br />lag to A4Ia ---^-- a Q WITH , 1/2" Ian. TNkFALEO
<br />0 w aNNMis e r PL.
<br />..-� : e/a,e x41 P�tTKaP TO IE/i0in FORA AIL L€AIOiH1S RA S '- „. �. 14-..1a Finfil ATE'PLUS ",. }4-10 P/NEL ATE. PWS -10 PANEUIRTE PLUS
<br />" �blNwTe,4APlaapr+ 9`:rNaw t/A ,A4SaEsa:ea`ea / ,
<br />41.1x0'pCK • r 46 tJfY w mHa e C os. R/ a assa NeutL,t _„-.�. : t " .., / O:C- W/ 1 7/0, ,"�i a I/ A• D.G . i 11AEo LED PEKTRA7K)N TO % THMEAO[iT PE{iE7}F4TRiFi m TrOQb PENEMTI(w m
<br />A/apVtli lIJ AAD +x�gNNl: J W�I6 t Y4
<br />t Eir AU, v HEADER ��, �' ExIsma WOOD REAM 6wI'. NiAGEN
<br />+ . i TY
<br />'t aw gaL _ 1 S , ;,� AS
<br />.. :...-.-. , .- ,ate , ,.. ..
<br />�p-_i'- 1 F t • , n&"�tlt�ac +1v � '� EQ ` '�I� ,. i �,.__..�..( ��I1 ,"--""-'-_____,.-� { ,.a.�
<br />EQ ( EQ \ T 't 7 � ... C»�
<br />PI , �„ e ! r
<br />,,._`� iAfyap� eas 1 i g •� EQ ED l i EtBrc snD e ` - - i I alRv inn • I j aBir anW •
<br />71
<br />! - .. W1atPDe�r. H I'I •'t MIL. '
<br />i 1 _ f t noon Nit l �I . E wow aEN.o i �EADER' \ ; Cel
<br />per' °V' i sea a as as
<br />aAas 1
<br />A N.Ni. [ i i N� N[OIRIm�� t w a
<br />age 1 �0N I 2y5 tD v •`•<6 "
<br />Lj W Deli. 1 y ii E - WEE �a1HpE ai i ezi WaStNE am , 9FE 8a1WAE ON ' ` M
<br />ow a s SHEET a " sMiT e I V
<br />ICI,Na,, 1 € 7 1g FOR V. 1 ; TOR Mi saw w6M ; " i'OR Ian. SFPNIIHGN j LD -�
<br />i WALL MOUNT Mi tF L ALT,�� IN ALTERNAME 2W ---- ro - 1-a` - New PANEL LENGTH -- m ,-- NP PA3lEt tagi)+ ---ro ._.__ t _,. Mm,, PANT. LENGTH :� • co
<br />TION ALTERNATIVE 3W T Jt SCALE 3I9"1` SCALE s/a•,' .9i FOOD (SEE NOTE 1 4Y 20a s5 (SEE NOTE 1) , ro-AYi Q
<br />Ii'Ie�I.i�SCNE: 1 4` . t• r salt yy suas,i NJA w/ T/rsP ) ayJa�+sVMy/s, iSEE NQtE 1) L�L1. a
<br />3 f NOai zsr ilea aft t �c a si32` wNa LAN ; Y ai o V _�...y� f E�i1Ff aX w i
<br />A`x 1 -.._
<br />i • WERTOaERpP , 1 "
<br />EL LL,�-4i a e. J,�, ! ru Mi woes SCRAftim
<br />5'aNeaui I 3 i SITE OR W. i or+ sFiisi a I i " ! /�
<br />t * AJIA4i S �7 #!A�' b i r L{.��. TO aL i 7 ' a 0 \ V
<br />AIR YTn: I wQ.tNia -- -r, s
<br />- _ .___ -/
<br />BUILD -GILT MOUNTING wvs I r,. � ) i sez aac. r � � i INSTAIiATIOI(" Jy[7EMlNA1TNE 1Elam
<br />_ t i Eq EO sox
<br />j £ EQ ' i OF 9<" I i Of R" # e
<br />fff ! I W% MFX k t U) -C�i
<br />N(I It FLOG MOUNTI O WALL i EI_ NOUNTIN • I EQ _ i miT^ M N
<br />SrA�I R. -- �-�-- --- ,..,5 EQ - I _ _ 1 Ea <: � � ( � � .. � ( � _"'-'. j a f.
<br />NTM /NSidLI,A'tl4ti - ALTEINU E.AMI' INy"mM/s - ALTERNATME sW E, I i E I ,,, Ors3.Jy�•
<br />WALL
<br />-01i SECTION AT TOP IS LIMITED TO +65,5-07.0 MAX, WAM t e 1" 7 I 1/2 s " : " /YZ• d 1 (n
<br />INSIALLAWN - ALTER TIVE 2W ( / I EQ Td ; i 1. Y�� fm" ! /z oc. i EO ( t IaR i ' ui Q
<br />-.- A.S.D, DESIGN PRESSURE RATING) ` ; 'w- ;s (i NE,ASIEo Co.Qa t/r ac I - t2, �
<br />I Pt,/ mN s A +
<br />SCN.E Ile .• T' SCALE: I/e - 1 • i/i' i/9' LGNa 8RA45 9051aR i /P. ), �_ '
<br />z1eN } ,J4'e-YW2. 9S. N.a. e a tI4• QC. } 1 i i 4 CON. Nvn ia3t e r a �- - !I , ! a ' ' i ,a LAG SCREWS I iir N ?y N
<br />f} it H'Dk PA118. tEMmNs UPms•-e` ANa a
<br />slap • a rR m 1 4, .I ,/P of ICE 1EMi1N4 LIP m a' -a' Now
<br />Y'xT' >iNE i€1 TIN p74-to PA6YlM7E FENCE D oR } )1 R2'x4' %A I t i i' r#-:o VAN€tMATE PLUS 2•zREOU ' 1- 't l I I[ � 2" PPEENETPATgN AT
<br />tNatwe PMptAIAtE ItHG ! t2 t/Y 0, C WITH , „•� 4 11,Y,Aa Some e r D;6 ♦/ i 6 1/4' Q.C. w 1 7
<br />,J/zz LFi tlWFJ1ED PQ�EtRxilat AT L 7N �-, tn' ib aPrexaa N mTERNA�11( u ALTERNATIVE 4W , l / /s MMWBM OF PLATE ` z�
<br />6 z'.i',4ns mar tADI8T1, of om m mm KATE Hw z"x4• PLATa I e NWsami a RAre. spLE s/9.,' sc4E sJe.t' ! �' � t iM WIDTH OF PLIREADED ATE
<br />a t P 1/4-0 the SCIEws a "r: 1 `, ; �/ `V
<br />Ni LDWAS UP TO B-r ww. � ( t t �"5B'ngoa�suoct. w/ 1 j 7 ' u,
<br />A2 n1w MLp1® 1 _ ,1.. ' - r i TfiRFAOiQ 1 1P'Fj flR V. I I t f 1 W • Q..Q
<br />ANCH
<br />.MSEAUAMN AT MIDNIDTH OF PATE E
<br />�+' w mass ♦ r.a QL - NOTE : SHUTTER TRICKS ¢ -
<br />ALT
<br />OW
<br />SCALE 3/8-1* SCALE 3/a-r" - - SCALE US-1" SCALE 3/a-i"
<br />FLOOR /10tNNTNNQ ' ¢ >-
<br />INSTALLATION �MGMjT4ON 4AW 1, INSTALLATIONS FOR ALMRNAINES 6w, OW dt LOW ONLY VAUD FOR - o
<br />OypNININiN1rA,NIAA SCALE 1/{• « 1" > L Eli f WUINGS WITH A.S.O. DESIGN LOADS LIP TO +4&% -A6.0 Os.f. AND e�ey1i�1117nI1ITQNgyrAH ' � 4- Ij
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH X&M DESIGN L>MI55 .�•� A TH. ^�•••.�atr, PANEL'S LENGTH UP TO i2'-4` a*`,•�$.,;..,•. /j✓
<br />Tj , • ., d "as 1. tHSTALEATIONS ARE ONLY VAUO- FOR BUILDINGS WITH A.S.O- DESIGN LOADS . EIy(. �" 2. FOR
<br />NEW woo0 FRAME CONSTRUCTION:: w00i7 ,AE,)eOERS TO BE SOUTHERN
<br />>;•: _ EN •.
<br />UP TO +SSS, -72.0 .1. AND PANEL'S LENGTH R TO E'-@". y . GENg •"' FLORi BUILDI G CODE NI h verooff a ne ne a - " 3 '• F : 1.• �G SF
<br />v OA N NUM a Za UP TO +55.5, 72.0 PSF AND PANELS LENGTH UP TO 6 B. ]�; !i� FlQR10A BUILDING COD€ Nf h voloo Nur loans Zone PINE V0. 2, W/ 5PECIFlC DENSITY D fA55 OR ETIUAI � FLORIDA BUILDING CODE N) h Haloci Nurctegns Zone
<br />2. FOR NEW W000 FRAME NSTRUCTION: WOOD MEN@EIS 70 @E SOIRHERN 2. FOR NEW WOOD FRAME CONSTRUCTION: WtlOQ MEMBERS 70 BE SOUL'HERN s� • mma1A.TEca,an Fa, PINE N0. 2. Wj SPECIFIC OENSt'fiJ OF 0:55 OR ftNNAL. ., ems mtEOD. ec. F.P, - _ IRO. Fa:
<br />No. 4167 E 2O GAGE GALVANIZED STEEL STORM PANEL PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f10• - 20 GAGE GALVANIZED STEEL STORM PANEL FE)R cou TrrRt r>F scTwks: = NG• 4 6 * _ 2D GAGE GALVAIRM STEEL STORM PANEL DNeaN $ - DRAW W. � NT . OR"m TP: NGff BINA e
<br />Nggg FOR COMBINA7LON Of C=CTiONg: _ * : _ • ®��• /► If
<br />*T ""'aso TOP aA BOTTOM MOUNfTNtS CAN @€ 'Y•. 1L IE C O fNC.
<br />+'., IO I6Ec. GLOBAL PROTECtNN4 PRODUCTS. LLC. 07 #iT UFN S 7E iL�iA! PROTECTION PRODUCTS U.C. 017"
<br />NOTE Hem cGMeiNATmN sEcnDNs: Q SS E A GLOBAL PROTECTION PRODUCTS, I.I.C.Cc SIALLATI IN LINT wpY TD surr ANr r
<br />TOP k BOTTOM MOUNTINGS CAN @E y d •., FL 9P : • 'me 's' s1 • . fs _ Rt,�1 "` 1 L G {} 1 Ott: 4am SW, 6, INSTALLATION. d •., R14 - +ma $sr, si »
<br />A F R1 - • ANn 20-176 TOP & BOTTOM MOUNTINGS CAN BE i did ••..•: ,...; t axwANr ow. n- mia i A' .� ,utm a - ANx rNrt, n- aui4
<br />COMBINED W ANY WAY TO SUIT td"!Y `4 :'' •• •• • J A,,, ax. e. r.�N - e4s,R.n 3Pm PlAIL: ta54H6a-Tssa, FAX (asa)dea-a7N 4° F ,aN 1ec a. r sA eweAe a4mN. n Wa n Mde Isx)eea-r,A4 FAx: @a4)60a-eP37 20-T76 4i° F$S:' ��1 ! iu.. aw m m. st wru Nma a a"P nee: (ess)e�- vAte C +Nm-em 20-176
<br />�¢ Kum A 11U1T Nr., PIE
<br />INSTALLATION. HH1S'j'/Q AL - w4.. 04f. tA-$ooer79 4n ,wi - re. .N..w ra.r ..i owaero na CfMIBINED IN ANY WAY TO SUIT ALA' bAy ri�45'/ # wn . twat we -+ma . r : pat eN-,m a Awe. �o NIT °yH, N A w... iNg 4H-,m. r. ,tan m-»N ,s w .a,ee. sc r aaNms Nx
<br />°yIAIa Nalt1 SFM/WaOMEJ1kTa Nuns A tarn JrFLARM., P.E. ,r-,a _ INSTAI1ATiDN. NH - E. LRC/OAE I M M A TLLU F'., 11 PE m Ye-afIF - prir IINM L G-000671s - -
<br />4RA Ia tr 90 r aai7 t, O' 1h m rate a w 9E[l ,z O 2t
<br />N
<br />p
<br />0m
<br />N
<br />Q
<br />O
<br />.�
<br />c
<br />U
<br />^2
<br />a-
<br />c
<br />O
<br />O
<br />C
<br />0
<br />!�
<br />O
<br />Q�
<br />0
<br />M
<br />u-
<br />.�
<br />'�
<br />^0.•t1
<br />(W
<br />Q
<br />-
<br />C:)cu
<br />rr
<br />CONCRETE ANCHORS
<br />(SEE SCHUX" ON
<br />POIROT) a)Naa7E
<br />SPUTET 14)
<br />�1
<br />D.C.
<br />haw
<br />i QF,
<br />r
<br />5HOOT ,1 (In SC19DUtX ON NJPOfMED fir: r+vrrr/ fr.-rrsr ()jA�F:.^ grs.11.:r� IM�1nAlI0H)
<br />(SEE"E $09=1 01
<br />.-^--E.O.----�
<br />WALL MOUNTING INSTALiAT[ON W aaLT „ )
<br />�,I. AND _FLOOR MOUNTING INSiALLATiON
<br />- SECTION 1 6CA E sf6" - 1" - SECTION 2 SCALE: 3/8' - 7'
<br />NOTES ON cA4r1Y aNvau tutMF1-erc'rca 1tlS(y i ;�;.
<br />T. LIFE SAFETY STORK PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PNNLL
<br />OR AS AN KNTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN 040 PAREls)..
<br />UFE SAFELY PANELS MAY OR MAY NOT BE INVALLEO ADJACW TO REOLIiAR PANELS
<br />(Wj OR W/0 REG" TWKS:)
<br />2. LIFE SAFEt`I PANEL CONSISTS OF D.039" GALVANIZED STEEL STORM PANEL AS
<br />PER COMPONENT SNEEE 2 OF DRAWING.
<br />Tfm PANEL TTSEU` TO BE REMITTED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE
<br />LIFE SAFETY P B£OURES TOP TRACK TO BE COMPONENT @ & BOTTOM TRACK TO ;aLAaa►ittkTlt
<br />(AMPONEWT v INSTALLED WALL FLOOR MTHIS �KKIHTEtt FOLLOWING SECTIONS 7 Qe �,g,-V'p:•••
<br />2 ON THIS SHEET,. AS WELL AS DETAILS I & 2 ON SHEET 14. r��:',GEN�
<br />4. Ilk,. LENGTH FOR COMPONEM t)Ij 6 1S'. �
<br />Asm. ANCHOR SPACING PQR COMPONENT (I )ANCHORAGE AT BOTTOM US Gm ON
<br />SCHEDULES / h 2• SHEET 14. k :
<br />COMPONENT S6)1NY BE PERMANENT OR REMOVABLE. .N� Ale
<br />5: SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BLALWNGS ON S� 15, C'+' 'Y•'••
<br />y , ILA
<br />E SEE SWEET 4 FOR OETAPL APPLICABLE TO THE NECESSITY POR THE WALLATION OF G'I'y°FS�' QN
<br />SPACERS AT TRACKS INSTALLED ADJACA NT AND @CMOs) TO STUCGQ/WOOD BAHOS, IAAINN NM
<br />a�.>tra..a. �rwrNa.ar�aarwr�
<br />■NM��>.Iri flil�lf���iN�����NllNlili�r�f �#��fBtBllrl•I!R
<br />W/O REGULAR TRACKS
<br />(SEE ,NOTE 1
<br />BELOW)
<br />LAST FANEL it: TO BE INSTALLED AS
<br />SAfEtt
<br />UFE sl�vRiyi PNEL OPFNBIO SeNLL
<br />A�D'AYS BE PA'PIn� W REM NAN(KE
<br />m PAr3UTATE HL57 a' 9NIt7N0EO
<br />70 WE ALLLED DR ROMD4M FROM NNSW
<br />ELEVATION
<br />SCALE 3/32"-7"
<br />0-
<br />1 e
<br />1 *
<br />1/4• MILL OAF
<br />II{Ia,r'
<br />t
<br />B SEE 1nTE , IANELS.
<br />Fu••
<br />AT
<br />ETA p��gL1OgGILRk
<br />SEE ROTE ,)
<br />SECTION B-B
<br />SCALE 3/32--1•
<br />STUDS 4
<br />It,21/
<br />S)
<br />e ► ► i a.,: i : i !6'i
<br />. 1i Ile`.,. c t . •► .. _ t1 e.
<br />t,.e"..ei :31 •EL:i .M. is 1
<br />- ALTERNATE
<br />a
<br />(12 0. G,
<br />3• Tie. (CASE N)
<br />m
<br />011i'll
<br />I
<br />-
<br />"
<br />N DASD. ISM
<br />_
<br />N DASD. ISM
<br />_
<br />CF W-W
<br />CALK-a1
<br />FWAawTE Fmu 0
<br />iV/iLMNE PLUS
<br />SEetIONS k
<br />NIAta1W FiIl1
<br />m
<br />7>mim
<br />To
<br />noMTO
<br />ro
<br />TO -
<br />ro
<br />m.
<br />PRE ro
<br />Ocil f2lATaN
<br />Low, vim
<br />Rain. 1. MOCK
<br />MOCK
<br />BLOaT
<br />Cosm
<br />-
<br />.MOCK
<br />elnat
<br />OF 11NFM
<br />V
<br />NIA
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />B"
<br />N/A
<br />B"
<br />N/A
<br />7 As 2 (TOP)
<br />550. -72.0 S'
<br />7`
<br />9'
<br />S*
<br />9'
<br />9'
<br />9*
<br />S*
<br />B`
<br />9'
<br />t (BOTTOM)
<br />5'-O' OR LESS
<br />B`
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />8"
<br />N/A
<br />6`
<br />N/A
<br />1 Be 2 (TOP)`.
<br />+WIT -72.0
<br />9'
<br />S'
<br />9'
<br />B•
<br />9"
<br />7 T/2'
<br />B`
<br />9"
<br />9"
<br />B*
<br />1 (BOTTOM)
<br />W-O` TO 7•-B•
<br />-
<br />6`
<br />NjA
<br />NJA
<br />N/A
<br />B'
<br />N/A
<br />6'
<br />WA
<br />6•
<br />N/A
<br />1 k 2 (TOP)
<br />t55.0 -72.Q
<br />9`
<br />7'-B' i0
<br />4"
<br />g'
<br />LwR,NUN ASC.
<br />-
<br />! tsars ! 3)d' Let i1Q11r wP K Ng16
<br />T
<br />Wi a OILa ! 3' iM flal TOT OF-*
<br />APPLICAM,Eb&AN/ TO
<br />ANY SECTlCOMBIN71T10
<br />OF THEM
<br />MAAMUM ANE1,
<br />LENGTH •L." (k.)
<br />T
<br />, _IN
<br />r
<br />+49.2 -51.5
<br />3"
<br />3`
<br />4 " 4 1/2*
<br />2 (BOTTOM)
<br />r-e` OR LESS
<br />+52.8 -66:0.
<br />]•
<br />s"
<br />?1
<br />a' e
<br />2 (BOTTOM)
<br />r-8. OR LESS
<br />+55.0 -72.0
<br />2 I/2'
<br />, 2 1/2'
<br />4• 3 1/2"
<br />2 (BOTTOM)
<br />r-8" OR LESS
<br />0
<br />2 1/2'
<br />2 1/2'
<br />N%A N/A
<br />2 (BOTTOM)
<br />O
<br />NIA
<br />N/A
<br />3" r'
<br />2 (BOTTOM)
<br />Avr4aae ALA van1N
<br />,rw PAriL LBNCIN
<br />'*N Ti ,
<br />q
<br />r-r
<br />2.4w
<br />SEE SHEET 15 FOR NCHORS 1TPE $ 6PN.TIW FOR INSTN3AWNS INTO WOW FRAME MRDOO,
<br />MROM ANCHOR SPN21Ki4 AA OMW Oft OSTOCE SHE I UCATIM ON yW4 SCIE UM FOR
<br />La. LESS I" room am SPAIEOM.E mm" 000 9PAGHi6 BF WATVM W SPACING
<br />mwN ON SCHEDULE BY THE fou.OINO FACfORa1 FOR THIS Opals!" m BE POSpME•
<br />mmm SACIC OBTAIED Lam FACTOR SHALL !LOT eE LESS Ism NORMARN WACiMO
<br />00100m FOR 04" A CHOR TYPE AT MSNM i.som
<br />ANEtAt m
<br />1/41
<br />it4'a
<br />, 4i
<br />W0-
<br />OF TIPS
<br />OAIF4-N
<br />AOL Nam wom (h)
<br />}
<br />$
<br />3
<br />3
<br />2 1/2
<br />*AtlaApe,ANCi 8n•)
<br />z
<br />3
<br />3
<br />3
<br />3
<br />RA N4Y.1 WYiu fiat
<br />3
<br />3
<br />3 in
<br />31/2
<br />4
<br />xMIL tll. Old►E
<br />R1nwR
<br />43
<br />ADC
<br />INSTALLATION
<br />/4Y LAa sc Ins t e ac s�
<br />DETAILS
<br />FOR OPTION f 1 E!2R LIEF SAFETY NORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />112 rs,' ,
<br />tmm
<br />[ 1
<br />I
<br />E
<br />°ciNr °u man"',
<br />-
<br />707lz'
<br />, - a roc
<br />I
<br />I.[E NATIYI� 1 ALTE NjL ADVE 2
<br />1/e' wn..
<br />I ,I4'7IA1' M,aNaE
<br />o�ttalt%,�4
<br />I x�skis
<br />ON�
<br />1
<br />i
<br />sFOED
<br />r
<br />Ea y
<br />(
<br />Ea
<br />./,
<br />1
<br />OR
<br />_
<br />I
<br />�
<br />!(<
<br />I
<br />. WOW PLATE
<br />I`•.
<br />I,
<br />;
<br />'v, HOOD PLATE
<br />MUM
<br />u LIs S7MEmS ! r' i%R W/ t 1/2'
<br />1
<br />t 711�M£b P8"Ist, 10/t W/
<br />/4-0-M P ss. e r aa. aR
<br />ALTE N IY
<br />FRAME CONDRIONS & ANCHOR LOCATIONS
<br />,/4ro-2I PAELML1E nwN.E m NM
<br />1E
<br />PRAWATE FILM a r O.C. N/ , ,/Y NK
<br />48E}m. To BISIMO DODO
<br />AT
<br />E WQOD
<br />SOME: 3. - V
<br />PtATH
<br />Marc : s,AmEa TRAM NOT SIVO Fee CLAWrif
<br />WALj,. MOUNTING iN�j� T.A ION
<br />ALTERNATIVE 1 W
<br />sate 3/a' - Y
<br />rm>ts:
<br />' 1,. aNSTAUATIONS ALE ONLY VALID FOR 9ULDMOS LOOM AGO. OE4GN Lr3Nas ta+ ro
<br />+SS,S, -72,6 Pa AIA DNEL'S LENGit1 UP ro W.W.
<br />2 F'at NDI 'NOD@ FTtAME OONS,AUCIKIFO Ir000 NEMaERs 1O BE sOtm,TasN
<br />PIE NW.2,. ilI OEtEttl' W' O.$3 IXN EOWL..
<br />FLORIDA
<br />W
<br />O
<br />Q
<br />U
<br />O
<br />Vi
<br />cW
<br />C
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET N0.
<br />SH 1.1
<br />
|