|
mF ,.3t. WALL AND FLQOR MOUNTING INSTALLATION FOR
<br />ON SPLIT PANELS
<br />\\\ R ® iD51 +"M TN«l BaLi9
<br />_ a »f NUT
<br />�� Y111efJ+SC-1t' $•+3'aifs•ao'-D'
<br />„=EG I 'YGx ll Z ® ((t«0gl5a�pfii0� r �Noen«-ltANEM1/a
<br />a11019
<br />I
<br />L } 7 Y '" I' RAat10N1 M/'/{wAWyEi, a DOM
<br />tAAXT.
<br />--- ,
<br />a1N Trra+ x1.
<br />1 EDGE Of WALL `� "i w w z tJ+• G 'Y
<br />P IW\ 1" -, 1•«IdR tlA. eMtOc w Ia�i/s,
<br />"= NOR e,wAIT
<br />GN SHMS a ! s)
<br />PANG•� -0• Ym. PANEL
<br />t *IILTOI, P�P6SA�E M,FIa
<br />�ba,NU�-'tlLN WEED
<br />Ma>-
<br />-�W i,wXs'
<br />lENafRq�1y�rSx6a Wr�r as y
<br />a«717 PIPE '
<br />a +5.4 Ad.0 -72a NL PNWO
<br />I
<br />as sEC,a1a x ! u �.
<br />Ran1/4"1G1
<br />SI;ALE v4'=I
<br />« OO, taAs
<br />I- Da'raatD MULLION SCU RULE
<br />Max. WUL "N
<br />SPAN (Ft.) •
<br />REQUIRED tin.
<br />TUBE MULLION -
<br />> 4'-b' TO 5'-Ir
<br />2" = 4" = i/8"
<br />TO r-10"
<br />2" N 5" = I/w.
<br />2• = 4'. 1/4*
<br />1, W- y' I p�Gry
<br />• UP TO +96.Ga,€„EA ,!NEE RATaG
<br />,IMULIN t i EL'i E "f'L G Ida QED
<br />SCALE 3/8-11
<br />NOTE MULLION CAN ALSO K INSIALLEO W/0 STORM PANELS ON TOP
<br />OR BOTTOM SO THAT IT 5 LOCA7® AT TOP OR BOTTOM OF OPENIK
<br />(ONE PANEL OPENING W/ TUBE TOP t WOW
<br />INSTALLATION - ALTERNAXVE tw
<br />SCARF: Ile - t'
<br />WALL MOUNTING
<br />INSTALLATION-.L�IiI lAOIffA- '
<br />NOTESL
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 P.B.L. AND PANEL'S LENGTH UP TO
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WDOD MEMBE(t$ TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_
<br />TOP 4 BOTTOM MOUNTING$ CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />«E aWA'.
<br />a1O161Miaes =
<br />i
<br />L
<br />1
<br />MAI"iaTOON Y-Y
<br />�JIIt■ ��
<br />`11R �1�11 1�1�i! �t�l)�i�l�fill
<br />CEILING AL BOOR MOUNTING WALL t PLOOR MOUNTING
<br />INSTALLATION i �WIVE tW jNSfAWTION.4 - ALTETtNt1j'jjyj'
<br />(SECTION AT TOP IS UTATED TO +55.5-57.0 MAX. sma . Ile - 1'
<br />A:S.D. DESIGN PRESSURE RATING)
<br />SCALE: 1/4, -. 1'
<br />n,wAr 1
<br />,oL�r•nip�c i
<br />xaa' Rom r4ax
<br />No MYt /Y.d,kU
<br />»R1rJ m�ON ..4 o«nw ow,
<br />��F�L�O�O1}R��MOUMI�T/Ri�G a� A
<br />INST1'Md1iA�Ai7m. S 1RiY{L7..SGW
<br />SCALE: 1/4'.r 1`
<br />GWICREIE AHCHOA5 CONL'AEIE A/ CHM COME M4piaRa: BEE SCIEORE ON *w m
<br />_WR
<br />(SEE S' O 0-SCt6DtWF ON Fap MOOD 9p4a SEE S 19ON ON SHFEF 13
<br />i4)� i. ?T k 1 15
<br />S W 14)�-,
<br />_
<br />POVKD CONCREre \\ r2s,. i/4, 2/4. 2Z/41 3/4 OR 4/4 1. 2 A 1W/15
<br />__.i
<br />PAIRED COHCRL'fE "°. '4 : T�-,�•
<br />PEGIARED d I C9n1 i Ca„t
<br />•, I s: I
<br />FISO
<br />;MR >t;a hSOE O" C ~, (ENDPAlE1a P OHri , PNHu (N/EEfiOR' {E76 PN$xj {(
<br />FOR
<br />WE
<br />t'' a/tl* 12'
<br />i
<br />_ aSNN NUT EVERY
<br />srw e u lfY 0.c B w i 1vc. 1 1 1
<br />} - 1p'nY SP sJe`Mia (CASE i sIcJ4�Y=1�wNam�E
<br />ipis)' [ s s LNn (CJSE Rjj Sea
<br />ro�TeW
<br />LBF[.1� I/$ as mLUe 1z/ Js .._
<br />I
<br />ALENA
<br />PANEISI.OGi,ON
<br />r I (SEE oEAltS tJt4
<br />ILaAtip!
<br />AT fto PA
<br />wvxs 1/14
<br />mum CONCRIDE
<br />i I A 2/4, ZV4. 3/4 OR 4/4 I 1, 2& W/15 1, k 1W/15
<br />I
<br />_ ALTERNATE GtTWN
<br />L
<br />-.! ON I. SAFELYLOPANEL
<br />AREA W/NO LIFE SAFEt1' PANELS I NAGAT'ON OF UK (SEE NOTE 1SELOW)
<br />I.•. REGULAR PANELS W/ OR 4�-. SAFETY PANEL -^'I
<br />WJO REGULAR TRACKS (BEE NOTE 1
<br />M ,/ .•%f!<'.✓✓' Ir:! /,'iJ' f s' l ..✓l �E O BELOW) ! Im S'.TD11INA OPEtR1blG' lxL
<br />SCKXU ONSHEET sAe OPTFORLJEE T PTO
<br />,�. RUM Os^MmIlAl/KKi
<br />14) PORED TO!AC,IElE'-� ?` [ WL apfRaO O1it2JIM 1i�N
<br />Bfi=
<br />{ PEOIHIREO BE INST LLED OR ROW&M FROM IPMOE
<br />WNICRL7E ASOF E
<br />� ,+)---E.D. ELEVATION
<br />I L Ill „��j��1QA�_U�Nj`. tNS7,�TILON WAN_ AND FLOOR. MOUNTING INSTAe_TION SOALE 3j3z.-t'
<br />-�I�ON SCALE 3J8 T" - .C1Tm 2 SCALE: 3/8' - 1" 1J+ ,MN GAP
<br />,[gg11's 0 UM IV= rTrUNA PANEL. �YcTEM 1NSTAtuT1ON : .
<br />I. In SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1
<br />OR AS AN INTERIOR PANEL. CAW PANEL LOCATION IN BETWEEN ENO PANELS). $ PNlIIt17k PAM3S 8 rLTDaA7E tOatKMI
<br />NLOTE t) AT
<br />LIFE SAFETY PANELS ANY OR M(AY NOT BE INSTALLED ADJACENT TO REGULAR PANELS Dq pAHDs
<br />S&F NtFlE ,}
<br />(W/ OR W/O REGULAR TRACI(S.)
<br />2. LIFE SAFER( 039 PANEL CONSMTS OF 0:' GALVANIZED STEEL STORM PANEL AS S GETION B-B
<br />PDT COMPONENT. SMEET 2 OF DRAWING. SCALE 3/32"-T"
<br />THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY P REQLNRI3 TOP TRACK TO BE CAAB'ONENT(Dt BOTTOM TRACK TO daNLy1�RT1�(jjy,-
<br />BE COMPON AS PER SHEET 2 OF THIS ORAWTNG. �aaY'„`((,4` ✓
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 4: • 'QH
<br />•'°..
<br />yr
<br />2 ON THIS SHEET, AS WELL AS DETAILS 1 a 2 ON SHEET 14. •4,31 GEN+SF
<br />¢
<br />FLORIDA BUILDING. CORE )17. h YelOat NMIfYICone zone)
<br />4. Min. LENGTH FOR COMPONENT 0IS W. �
<br />Max. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON a eaow Ta7EC4. A+I:..
<br />SCHEDULES t Z SAW 14. it g 20 GAGE GALVANIZED STEEL STORM PANEL DRAW On
<br />RLj-��
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE. ? * •. '(E •�c-vi ti = -
<br />a7jn/maa
<br />A DAL:
<br />5. SEE DUALS FOR 1NSTAUATION INTO WOOD FRAME BUILDINGS ON SHEET 15. }' :' A GLOBAL PROTECTION PRODUCTS TLC.
<br />'% p QR iTrTL _E C C /Mc.
<br />4�o aw, sT sTxttr
<br />B. SEE SKEET FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION ,gA4A 'j�'js 0141k DIY'" 11110 Whr x1«Oomeame i .,ar� K, w MOM' (W)GOV T FAX- (115P)ON-O7DT 20-17$
<br />PACERS ATa7RACK6 INSTALLED AUA4AWACENJ AND BEYOND TO STUCCO OD BANDS. L..
<br />iNNH w r wM, as r a DK WM NAr
<br />PA EWAI.%-05NATiI11TNATE 04-0o=*
<br />WALTM A +R., P.E. DIP. • , ww ,7 or 25
<br />FLDIBOA
<br />MAXIMUM
<br />A.S.D.. DESIGN PRESSURE BONOL (zm-f`l AND CORRESPONDING
<br />MAXIMUM PANEL LE"L' SCHEDULE
<br />(VAtp TRAY FOR & Be51'ALLATHONS AS Pm SECnm 1 TNAU 10. ON SHEETS 4. 5 ! 8)
<br />CONDITION
<br />MAXIMUM A.S.D.
<br />` BOLIED W/ 1/00-24d' IS, MA t WBlfan AT MU AP a MKILSIM IF PANS.
<br />DESIGN PREMBE BEING (R.A.L.) AN CCIRRESPOWINg
<br />MAXIMUM ANGNOR
<br />SPACINQ
<br />fir} EDULE PQR REGULAR STORM PANELS ,Ii A a NSTAAUATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURM
<br />CAALW ONLY FOR PANELS TO47 @ IKSIAUATi0115 AS PER SECTIONS 1 TIM 7, ON SHEETS 4 8: 5)
<br />APPUCAILE TO
<br />Tat
<br />T1/4
<br />,MMtluw„
<br />k�l�
<br />✓.
<br />\£AE LsF
<br />FLORIDA BUILDING CODE (Nigh VefaOHY HIM
<br />cone Zone)
<br />y
<br />s No. Q7
<br />talaxL Ix
<br />FP.
<br />,
<br />.A.. • .k a
<br />20 GAGE GALVANIZED STEEL STORY PANEL a
<br />paPMR BY:
<br />sT
<br />�
<br />GLOBAL PROTECTION DUCTS, U.C.
<br />�iL
<br />wT/ GD
<br />y� A� ,o
<br />yq�
<br />E III.
<br />DOM
<br />44A4(ss
<br />L
<br />Ntc Amy
<br />x•A N. At. xPAe=r AH R ]H« PWX' (GaQ� 7'ab IM- (Pu)US-ai27
<br />, 1rN ,v,.wA. F..smn«,-on
<br />20-17$
<br />�ANNNM
<br />.E SFN.%SNNATUREfiN1E
<br />WAVIR A. TLUI N.. P.E mw
<br />IN[[T N OF 2a
<br />xtl «MAHgEA�9SUAR.E
<br />SRaT•1
<br />�
<br />� T�C
<br />a T[N
<br />+55.5, -Y1.0
<br />Y-5' OR LESS
<br />? iJ4"
<br />9Rf80UEO
<br />t T1NU 3 t T
<br />+S S..S. -M.O
<br />>7-3 TO 8' a" Mdw
<br />23f4'
<br />U1�1.3E0
<br />1 11#R+ e t 7
<br />i65A. -72.0
<br />>B'-Y m 1/ -$' Ym,.
<br />? if2"
<br />`BOLA ATOM
<br />B
<br />++3.& -:e.o
<br />12'-A• OR tEss
<br />7 1/?'
<br />' ��
<br />IL I 8 10
<br />MNaaAM AS.O.
<br />LYSION
<br />PRE�TsaRc
<br />RATING (PtTJ
<br />,IAA'eRIM /I1pRORD 9Rip11C fT1R E0. - 7 ,f3• •"
<br />!
<br />��''nDN
<br />MAAWAIII PANG
<br />LENBRt t„• (1W
<br />TMCON
<br />CF TAP..OaP
<br />t"AlN-«
<br />PA,VELMAIC FONAAE'q
<br />PANEI.WATE PLUS
<br />ro 1?WpErc
<br />ro concaDE
<br />Ta cawvREte
<br />,>t
<br />m CONN2tE1c
<br />E
<br />m voNaaETk
<br />+
<br />K
<br />N/A
<br />.NJA
<br />N/A
<br />e'
<br />VA
<br />•`
<br />MJA
<br />a•
<br />!!fA
<br />, )
<br />B'
<br />S'
<br />N/A
<br />M/A
<br />r
<br />r
<br />b'
<br />!'
<br />r
<br />/'
<br />1 (bOITA11)
<br />tl`
<br />NJA
<br />N/R
<br />N/A
<br />b"
<br />NJA
<br />tl•
<br />N/A
<br />B"
<br />N/A
<br />211�)
<br />4'
<br />TVA
<br />NJA
<br />N/A
<br />!'
<br />NJA
<br />a'
<br />N/A
<br />a°
<br />N/A
<br />2 (eanDM)
<br />+SAG, -720
<br />Jr
<br />N/A
<br />M/A
<br />NJA
<br />r
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />3 ; 4 (Tpp)
<br />7'-6. OR tF55
<br />OR LESS
<br />tl'
<br />S'
<br />WA
<br />N/A
<br />b'
<br />T
<br />Y
<br />6"
<br />6'
<br />r
<br />3 iBOTTUM)
<br />r
<br />N/A
<br />NIA
<br />N/A
<br />b'
<br />NJA
<br />r
<br />N/A
<br />8'
<br />MJA
<br />7 jTGP}
<br />8'
<br />3•
<br />R/A
<br />p/A
<br />r
<br />8•
<br />r
<br />a'
<br />4 t 7 (SOTTO!=)
<br />WA
<br />N/A
<br />T2 #/$'
<br />b If4"
<br />1$ t/2"
<br />B tJ4"'
<br />W lJi•
<br />a iJ+'
<br />b fJs•.
<br />8 iJ4'
<br />S ITtlFfaDYPOM)
<br />SEE tI1fE18 to t,1 FOR ANCHORS TYPE a SPACING FOR ItsrMTA>�is «10 WOOD FRA4caLNOna
<br />MINMIMi NN>fDR SPAtk�S AND MIWRM EDGE MSTANCE NE ND!•ATE9.ON 7Ma Sp1EWt FDR E0. LESS
<br />1HW YNIIO4Tm ON 5p1EOULE REDUCE WN1MaR SPALTND RY LAAmR.YYie SPrtPN SHOWN ON QUA BY
<br />9NATL�i;ESa TNu1 MMWM R18CA1EO� � HKaiOR 11AA6FWYS LE95Na. F��
<br />tAKOW
<br />CE ,xP-QIP
<br />6a,Fa1
<br />,a1�-�
<br />w NFUYw eA,aNa p,,}
<br />D
<br />3
<br />s
<br />«p„pRp� a•,a Y (hF
<br />]
<br />3
<br />3
<br />D
<br />3
<br />3 ,fA
<br />tm LttL LYfddA err W
<br />3
<br />s
<br />s TMi
<br />s ,/x
<br />Raw. m 9TBE•+111e18D
<br />e'Ciell
<br />1J4' HA. = 3/4• v "1", w/ INSTALLATION
<br />DETAILS F4R.�REGULAR PANELS!
<br />&
<br />70; �"AWN 6�;l
<br />PANU LOOM oA
<br />t1URGRa UP 1Aa,. aR IIM1O
<br />INTO
<br />EXISTING WOOD MUCTURES
<br />IO C) P&M MATE rKWADID i
<br />11) OR
<br />PNSLA7E fE WITH 1 1f2` IA
<br />12 Y a a
<br />_
<br />HI
<br />m fICTDLT FOR ALL tFNGRB Ip
<br />LIDKAHS
<br />)
<br />Fto er-r MAu
<br />1/4 P UP SCEWS r r�
<br />Al
<br />f
<br />mvaTia,wa' twaal.
<br />i
<br />E
<br />I
<br />1k
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<br />i I
<br />'A1
<br />I I
<br />/ I
<br />do
<br />ED
<br />EO
<br />I.
<br />iv
<br />ytl
<br />I7 3 Tart
<br />E
<br />EO
<br />L
<br />i
<br />1
<br />�,TERNATiYE 1 W
<br />AYE..
<br />SCNE 3Ja:t"
<br />SCNE 7//8.1'
<br />k
<br />I
<br />a
<br />sa
<br />SHEET E
<br />FOR WTo ry
<br />LlPAilal
<br />/DYa3J3t'
<br />SEYAFDARAt . 1 j
<br />i
<br />I v.m 1PaA1tUpW
<br />E.`
<br />TO CAM, 1
<br />,. 122 I =
<br />£0
<br />!
<br />f0 � -
<br />I
<br />ON
<br />ED
<br />ED,-
<br />ED I EAI
<br />�
<br />1/2'
<br />�Aa1.-.i
<br />'
<br />k i � i
<br />t1 Wa00 NNE
<br />I�
<br />t t ( 1P4" 4D = a(r LANN.BRAT+.i eUSHRNi
<br />fS N/ t ss o5
<br />1. � 4 a '
<br />'`
<br />'+��'iT S='
<br />NW�' / wDw-
<br />..
<br />AMID. LENGTHSP A
<br />{ I� FOR PANEL LkNO1Ntx UP TO S'-G' ARID a
<br />� tj4' DA. Fat iF/ATT15 1� m B'-Y ice.
<br />`
<br />Iy 1t
<br />I 1 t 1
<br />x
<br />4 L1rN. wwa •
<br />La
<br />OR iih10 PANF3WalE FBP�E a OR
<br />} f � �
<br />,�
<br />PANELYME PL16 a r2 I a a WIM /
<br />O 1
<br />'''T
<br />ehter"
<br />1/4'A lAG W1s . r O.C. w
<br />r rv+MWN�OR
<br />�L'TERNAnVE. 3W
<br />ALTERNATIVE 4W
<br />1 $' MN. tNRlvnEo Ire twN AT
<br />P1R1 Oi E105RA Wd9D PUIf FOR
<br />2'=4 PLATE f _
<br />V_
<br />r ImAEM 9PMiE
<br />or
<br />SCALE 5J8-i"
<br />SCALE 7/5-1•
<br />} "I ALL LOWNS UP TO I'-e'
<br />S
<br />Al ATlON -
<br />imo
<br />ip
<br />LLATION
<br />NOTE SHUTTER
<br />FR)T
<br />In
<br />SCAT 3/8-T•
<br />SCALE 3/0.1,
<br />Nam
<br />a1MaTFNfPN
<br />����arlWT�l
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B'.
<br />? �.. GENs •,C,
<br />=1�:` t f
<br />FLORIDA BUILDING CODE (High V*1001 y Hurricane i0rro
<br />2. FOR NEN PINE NO. 2.WW/D FRAME SPECIFIC DENSITY CONSTRUCTION:
<br />OF 0.8E OR EOUAL. MEMBERS 70 BE SOUTHERN
<br />= :' 00. 16 •".�_.
<br />` ate' '
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />F'•B,,
<br />N= FDE MDJN ON OF ff NS:
<br />y* $1 9f _ �
<br />��aa y► A
<br />TL G C Q INe.
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />°T
<br />y`�)
<br />��'
<br />t F>WI Ne Y
<br />4ma S.M. 51 ffi7r
<br />OW n- xau
<br />TOP do BOTTOM MOUNTINGS CAN BE
<br />3
<br />4iiAF,j•i ILA*(' '.R4L'
<br />p�
<br />PHON : (W)RI"Iwa, PAY: (a44)lN9_' ar
<br />20°••178
<br />COMBINE!} 1N ANY WAY T4 SUIT ANY
<br />INSTALLATION.
<br />@
<br />NlNNN.
<br />yr„ e' p 'K."
<br />CA-000071/
<br />.N A+
<br />td E � �
<br />WALTER A lI1FT .Y.. PE
<br />•4 ,T.tn
<br />IICf71, M ]I
<br />STLIDS a
<br />L
<br />TO72ifOL/0'
<br />T))
<br />mms o EYE7
<br />(12 1j2
<br />O HOLD PAN,
<br />3/B' AGn. {CASE i)
<br />3• ARn. (CASE I)
<br />MA1 A.SD.
<br />UPON
<br />CF LIP-w
<br />CNN- 4
<br />PAUKK FEMME ID
<br />PNELWaE PlU3
<br />O
<br />W SLXIC
<br />m
<br />xelE
<br />m
<br />TO
<br />To
<br />mO
<br />TO
<br />m
<br />SECTIONS /
<br />COMBNUtlON
<br />4NWW RAND.
<br />tLRGFIi 1' (R)
<br />ftqwA . 3
<br />Ca
<br />SUN.4L
<br />RHTi
<br />$=
<br />BdrJp6,cow
<br />CONCRLTE
<br />BLOCK
<br />Lia4ORETE
<br />BLACK
<br />Or TAB],
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />8"
<br />N/A
<br />6"
<br />N/A
<br />1 & 2 (TOP)
<br />55,0. -720
<br />9"
<br />7•
<br />9•
<br />9'
<br />9•
<br />9"
<br />9"
<br />9'
<br />9'
<br />9•
<br />I (BOTTOM)
<br />51-0. OR LESS
<br />+ss.a -72.D
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />S'
<br />N/A.
<br />1 & 2 {TOP)
<br />- -
<br />soTars
<br />9'
<br />S'
<br />9'
<br />6`
<br />P'
<br />7 i/2`
<br />9`
<br />9'
<br />9"
<br />8'
<br />1 {BOTTOM)
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />S'
<br />N/A
<br />6"
<br />N/A
<br />8,
<br />H/A -
<br />1 k 2 (TOP)
<br />+55.q -72.0
<br />r-a° TD 8'-6'
<br />8"
<br />4"
<br />9
<br />B
<br />9,
<br />ay;
<br />®,
<br />6•
<br />V
<br />6"
<br />1 (BOTTOM)
<br />M11PMUM
<br />PREISURETAPCW
<br />I (SRN a SJLI' We. F1RR1 'fa' aF MANE)
<br />dA A LSRa a J' Mn. t'Ap, Yy OF NNPfj
<br />LE TO
<br />SE ON !e
<br />YOF THEM
<br />WINOaR1AL P7N�1,
<br />LENGTH 'Y.' {R•)
<br />' -
<br />-
<br />O }
<br />+49.2 -61.5
<br />3• �"
<br />4 1/2- i 4 T f2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52.5 -564
<br />3' 3`
<br />4' > 4`
<br />2 (BOTTOM)
<br />r-s' OR LESS
<br />+550 -72.0
<br />2 1/2• ! 2 1/2'
<br />4' 3 1/2"
<br />2 (BOTTOM)
<br />r-6' OR LESS
<br />+55.0 -720.
<br />2 1/2, t. 2 1,
<br />N/A N/A
<br />2 (BOTTOM
<br />7'-6' TO V-0'
<br />N/A p N/A
<br />3, 3,
<br />2 {BOTTOM)
<br />r-:6' TO 81-8'
<br />/.'A. /'\ f='a ALTERNATE
<br />Kid a]
<br />s 1 +�^ A _. AND •: 'BNB AMMMUM PANEL LENGTH -L! SCIJEDU
<br />• ,N,ik* u,l�.. li ..ANY ,b;�,
<br />YVeW RSA, G[eON
<br />Wu PMtBLfluMpR
<br />H,Pfl"a))WRIx
<br />M# Wi011afa)
<br />"I
<br />+zA- -Tx,I
<br />r-r
<br />x 3/1'
<br />,AeaUm
<br />sm am 1a FOR ANCHORS rft a spi"m :FOR ow"""S INTO WOO FAME BUE0LN0.
<br />7MWeR.t ANCHOR OPAOIIG3 Nib M«WLa EDGE OEtiafCR ARE INaDATEA GN un GHAT' t'
<br />m ... NpGTEO ON 9E1' EaAE lIa1L10E AtR3iDR SPANK 11 #RAT ", lc SPACING
<br />*10" ON SpRi U 9Y THE ADUONG FACTORS, FOR M OPMKDOW TO BE POSSIRf.
<br />RI= SFAcm Owen" u" FACTOR my" No BE LESS THAN umm" mew
<br />SHADATEO FOR EACH MOM TYPE AT MOORS MEMO
<br />ANOIIDM LYRE
<br />1/4'•
<br />r/4'.
<br />1/44
<br />1I+•..
<br />Tfr
<br />am*
<br />,aX re-aRF
<br />'4.
<br />ONN-N
<br />Wu Am= vim ih)
<br />].
<br />3
<br />3
<br />3
<br />a 1/a.
<br />''alpkaOGWT
<br />Q'•i
<br />3
<br />3
<br />3
<br />3
<br />]..
<br />aAr.l
<br />ado, W
<br />3
<br />3
<br />3 ,/a
<br />3 t/2
<br />4
<br />ADIMIL m QOZ
<br />BNBIM
<br />►ACRN
<br />1 t/1•
<br />�a
<br />JS
<br />_
<br />_
<br />_
<br />_
<br />-a,
<br />rm
<br />110
<br />(VALID ONLY FOR
<br />QIWMLAMONS AS PER SECTIONS 1 THOU 10. ON SHEETS 4. 5 e 6)
<br />MA1fIlAIM
<br />MNIMRA ANCHORS SPADING FM EO. - 3 1/r •`
<br />AS.a DESNN
<br />TAP ON
<br />CF TAP -ORE
<br />cMX-w
<br />PAID, FEMALE ID
<br />PAV6JME PWS
<br />BOLA SET
<br />APPLICABLE To
<br />PRESSURE
<br />RAT1N0
<br />(P4tFJ
<br />70 CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />:m OOFCIWE
<br />TO
<br />FANOWE
<br />am
<br />TO a1fAOKM
<br />To
<br />CONCRETE
<br />BLACK
<br />TO GONGRM
<br />TO
<br />COW2EIE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />70
<br />CaHuaETE
<br />&OCR
<br />ATtal
<br />,R THEM
<br />LMM (IL3
<br />B"
<br />N/A
<br />N/A
<br />N/A
<br />..
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />I (top)
<br />6'
<br />A-
<br />N/A
<br />N/A
<br />8"
<br />6'
<br />6'...
<br />B.
<br />6'
<br />8,
<br />N/A
<br />N/A
<br />1 (DOTTDM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (W)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S-
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55:5. -72.0
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />6`
<br />N/A
<br />6•
<br />N/A
<br />NIA
<br />N/A
<br />3 A 4 (TOP)
<br />>7'-S' TO W--B'
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />8"
<br />8"
<br />B'
<br />6'
<br />8'
<br />6"
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />NIA
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />4"
<br />N/A
<br />N/A
<br />B'
<br />6"
<br />8"
<br />6"
<br />8'
<br />6"
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<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 />a i/r
<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 />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 />6 (TOP/801TOA)
<br />W-8" TO 11'-e
<br />55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 tj#'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />NIA
<br />6 (TOP/SOTTOM)
<br />a'-B' TO 11'-2'
<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 />6 1/4'
<br />6 1/4'
<br />6 1/4`
<br />8, 9. 10 (TOP)
<br />43.6.. -4&0
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />8
<br />B•
<br />6 1/4•
<br />6 1/4"
<br />8(BOTTOM)
<br />OR LESS
<br />,"N/A
<br />Njh
<br />N/A
<br />N/A
<br />N/A
<br />LN/A
<br />A
<br />8"
<br />8`
<br />8 T/4"
<br />6 1/4`
<br />9 (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />6 1/s'
<br />8 1j4•
<br />6 "'
<br />6 1f4"
<br />tO (BOTTOM)
<br />SEE SNEER 10, 11 NO 12 FOR ANCHORS TYPE t SPACING FOR AWALLATOIS MO WOOD FRAME Bled
<br />LESS
<br />TF W ON SOWAC RM ANCHOR DIG DWANCE By IM TTOITIOOHSPACING OTHIS SONODAS N SSCOR CHECULEE BY
<br />THE FOLLOWING FACTORS. FOR TH6 OPERA'TNlN m BE POSSIBLE, ROMM SPYAIMG 08TA1NW USWO FACTOR
<br />VDU. NOT BE. LESS THAN MINU M SPACI O INaOMED FOR EACH AWHOR TYPE AT AHONORS LEOW
<br />Aoa1IMTYFK
<br />1j4�
<br />1fJ'•
<br />1/4'a
<br />1fC•
<br />1/4S
<br />TAPOOI
<br />_1/i'a
<br />TAP -PPP
<br />CNiL^Nl
<br />soup-m
<br />W= MOM 9PACO 014
<br />3
<br />3
<br />3
<br />3
<br />a 1/2
<br />3
<br />3
<br />3
<br />3
<br />3 1/2
<br />M-10 aaaN«p.a
<br />3
<br />D
<br />3 ,A
<br />3 1/2
<br />+
<br />3 1Jx
<br />real► ImL Imac asnNap
<br />* A'6
<br />T o R
<br />-
<br />3
<br />Im
<br />-
<br />1A0
<br />1M0
<br />INSTAILL1A,TiON DETAILS FOR REGULAR PANELS(I & 1
<br />INTO EXISTING WOOD STRUCTURES
<br />-77
<br />_,,_,j14-10 PAHEIALSTE PLATS ' 14-10 FAMELATE PLUS 14-10 pAHELMATE PLUS
<br />O.GPEhETRAwjTQ1
<br />f • �Tf
<br />RA Ip� HT/f0' w�W PENETRATION TO
<br />J THREADED PIaE'tIATUOW 7O /
<br />FDMITNO ,MOOD HEADER j `' OOSTHC W'DOD HEADER EXISTING WOW HEADER
<br />/ 1.
<br />`,1 i f AM
<br />i ' •
<br />t rAw sn1n • } i/ 4 1 1 ftm' Sao e
<br />/
<br />2 ( , a If+" as i 4 sy oc . ?• • T/0 oa
<br />/
<br />b DER y
<br />i i Maei
<br />[ , d WOOD HEADER
<br />REW0000u11iE
<br />' SE[ SpEOAE DN
<br />' °� �T 5 !
<br />FOR FOR Wk SPNLa11ON !
<br />I
<br />TO CLASS. I Two OLAffi� m GLASS. {� M- PANEL LENGTH ._...__.._ ., t_-_-- M.x. PANEL LFNGRR _.____ ._...-�p}-.. Mnw PANL LENGTH
<br />IJ4w-aNtr ss, M (SEE NOTE 1) 1NwamP' x.¢' 1 ('.SE NOTE t) ,/dv-aOrD• s,,g, I (SEE NOTE 1)
<br />wf Ms./syawJ
<br />�~# A -��
<br />iEYEI1r -evERr I) .� ---
<br />,AERUP I a` Oda6AP 7 � EVERY a.EpLM i
<br />Or
<br />OF "L 1 i OF L MNL I
<br />NA)t
<br />I
<br />lWW S1U6 • I«D r, r
<br />1a , i
<br />D. I a ac
<br />Ifs 1
<br />4 e AG SeREws
<br />PLATE i D-E ff 1 1-'L4•g PLATE
<br />REOUTAEDREOUIREDW00D
<br />el
<br />)!1 tt4-ty PANEFAATE PLUS m } t PE'NEFM1 AT
<br />1 b a / r ac. W/ , 7Ja C4NT . MWYmTH OF PLATE
<br />,I€
<br />, 1 1 ''
<br />s } i tAO/E0 �DN o - �I �LAG SUM
<br />PLAT 1�
<br />( MN7 WG17M OFPLATE\ i 1
<br />i
<br />SrM�
<br />-- AT MIDWIOTM DF PLATE
<br />DIRECT
<br />so" 3/3-i` Qaww
<br />SCALE 3/8-1• SCALE 3/6-l"
<br />NOTE&
<br />1. INSTALLATTOPIS FOR ALTERNATIVES &W. 9W k LOW ONLY VAUD FOR N71111111NN
<br />BUILDINGS WITH &S.D. DESIGN LOADS UP TO +43.8. -48.0 P,S.f. AND
<br />PANEL'S LENGTH UP TO 12 -4' ., r�oy
<br />g'a,a�,.,•>.•'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN '•,;t ryy
<br />�T�yQ'k�ENAj'AC
<br />€i.ORLRA BUILDING CORE (High VelocityHurricone Zone PINE 140. 2, Wj SPECIFIC DENSITY OF 0.55 OR EOUAL. v%
<br />Nmr FOR TKTN OF 9FMT1QN& NTO. 41 * = aalav mECP. DIG 20 GAGE GALVANIZED STEEL STORM PANELDRAW ,
<br />TOP & BOTTOM MOUNTINGS CAN BE * 'a`
<br />_.. � L� e. • Gam:
<br />COMBINE) IN ANY WAY TO SUIT ANY S TE _. GLOBAL PROTECTION PRODUCTS TLC. °iJam-
<br />~%
<br />FC "
<br />INSTALLATION. f3 Rld i1«a 2w. 3T 37P[Ei
<br />..:% IMa sk E al ANY DALE, PL 33.174
<br />20^ 176
<br />xy.'•..R'•`
<br />�AAlA2(Cisy,•r tt
<br />Wa. 4�a ,M + WY M 1i�:Mh MONO DIN � « PHONE' (G51}iaP-IS4aPA14 {GSsMaa-eY9a
<br />-
<br />ORwWRP Nc
<br />1{
<br />NAMlN L «tar a is r ,ram. -
<br />i11LF1iiTE 5EA+.f9«MSaPFJaA1E 1ov3LNf. 1a1Q t.R. P.E- as n-.a
<br />flu Nt v M[R t? is 21
<br />INSTALLATION DETAILS
<br />FOR OPTION j 1 FOE
<br />LIFE SAFETY STORM PANEL
<br />SYSTEM
<br />,f4y •' as W/
<br />lNIQ EXIaTiNSz WOOD
<br />RUCTURES
<br />I + 2 �. T�cwm PEN€t�TwN
<br />m WOOp iW711ER
<br />ED
<br />I
<br />ON
<br />E0
<br />E
<br />i
<br />E
<br />ED
<br />WOOp NFAp
<br />LEWFE4 �
<br />j
<br />I �' �
<br />ALT RNATI�II„ t
<br />ALTERNATIVE 2
<br />tJ4ww
<br />r0 # •
<br />�•
<br />(��3i
<br />OFS, r/
<br />Is. 0. .
<br />� O
<br />I
<br />ON SHEET 14
<br />J�
<br />SEPARAICN
<br />I 1 3
<br />m alASS.
<br />I r
<br />ED . i
<br />ED
<br />ED
<br />I -
<br />WOOD PLAT€
<br />ROKOREO
<br />t
<br />8 C.A'
<br />ALTERNATIVE 3
<br />ALTERNATIVE 4
<br />rRiWMD�
<br />`LL '1� AM OR / I l/r
<br />TTi PDE•1A17pH
<br />Ij4,w,sJe' LONG r N>9w11C »/
<br />i
<br />If,•h26x2, �.s MS r r as oR
<br />f4•s�2O PMO MAIM FUME to OR ALTERNATIV
<br />� W QQ FRAME CONDITIONS
<br />4
<br />& ANCHOR LOCATIONS
<br />�PRJA RA•IHO OTO • , iJWOOO
<br />BONG W . 1'
<br />ftAirNW1E
<br />SHATTER MCRS NOT ma^ FDA CLA«n'
<br />WALL MOUNTING INSTALLATION
<br />MNA
<br />a";7'p�Tit l/(/
<br />7AJ„ ERNATIVE
<br />t
<br />.. ✓
<br />BCAWI 3/r - 1'
<br />S"r�Y` .1fjEas4C ,j.
<br />FLORIDA BUILDING CODE (High Velac Hurri*on# Zone
<br />g *
<br />-"' dF •�
<br />Tam fe
<br />20 GAGE GALVAHTLED STEEL STORY PANEL Iran BO
<br />1. WALWIONS ARE ONLY VAIN FAR GU DO.W YAM A16D. DESIGN LLYAS LP m
<br />+xis, -72A PM AND PN€LLS LOWH UP TO a'-b`.
<br />2. FOR FEY! WOOD FRAME rCIRUCTDit WORD MDR TO BE SOUDHRNL
<br />-O 5j
<br />= 9a �L R10 _ _
<br />t
<br />4Y S� • ..A1r`�
<br />��
<br />/► GLOBAL
<br />' L C O IMe.
<br />07/4/21 b
<br />PROTECTION PRODUCTS, I.I.C. MTe
<br />4baa S.M. 51 simur
<br />ti
<br />POE ND. $. N/ SpECRTC DENSILIL OF ASS OP EOiNM-
<br />h/AtlAlH1
<br />TRili t MIT'
<br />3M. - xt. WwM lRa a rt 3»Y
<br />GKtE. 1T]14
<br />AIPLL• (%A)M-75«. FAX' N54}b�.5747 2G-176
<br />iNL1M
<br />.
<br />a7,--e . a . (m4 a -to•
<br />P.E. LWIT1REdLMTD
<br />WALTERtsT„ P.E.
<br />e= r a'!u, as •a r ra DK*M M:
<br />,t-tn DINER a or"
<br />N
<br />(n
<br />N
<br />Ca
<br />.�..
<br />U
<br />N
<br />Q
<br />!�
<br />�
<br />0
<br />-�
<br />!�
<br />Cu
<br />-
<br />-0
<br />O
<br />O
<br />C
<br />O
<br />!�
<br />O
<br />^^11
<br />W
<br />CU
<br />LL_
<br />O
<br />E
<br />L
<br />O
<br />O
<br />L
<br />CD-
<br />C
<br />cn
<br />.Q
<br />.�
<br />/�C/o�
<br />VJ
<br />0-
<br />L*4
<br />z
<br />z
<br />w
<br />J
<br />CIA
<br />CM
<br />? LAJ
<br />�9�93AaA
<br />V i
<br />C t7 C.3 N
<br />� NO 17 fti
<br />V7 d O Epp
<br />ty
<br />O
<br />>_ ai
<br />ca
<br />17
<br />N CL
<br />i�
<br />CO o
<br />G. U
<br />i
<br />Cn
<br />L
<br />LU
<br />Q
<br />z
<br />Z
<br />Q
<br />J
<br />a
<br />W
<br />C/ )
<br />co
<br />O
<br />L
<br />CL
<br />U
<br />0
<br />Y /
<br />MCu
<br />W
<br />SHEET NO.
<br />SH 1.1,
<br />
|