|
(M 2 .hale
<br />ISR fIl>td14o IN
<br />1
<br />1 :
<br />1\�
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS o .3sn Fa.f_ -ran P•3 Wm a • q —__.
<br />N _ aaaen woan Na oimAE w
<br />P (P•, ``\\ X/'/ 1 ,»++ Gan M`. ' , -
<br />1 �• ' .iWaN A 1wF - - - . - . - �T -
<br />AA T- raN1/.•e-r rc.�.r-r _.T�-r
<br />11/a'1 f I. I ("'nfoLw�o� I -_ prau.-fly
<br />I 1 INmr I 1' ). 1 J I I _ 1
<br />rIA3,aN
<br />I 1 i
<br />I 1 j / 2• Yi d V ./ 1 nwu a0.n
<br />i -
<br />euoea r/ : Vr
<br />I 1 EDGE OF ir�rOL1Rr,� Nm C a) e/NY OPaw n. I i
<br />I 1 r APPL1C14RF -y W. , /: IMFFAF X, ,
<br />1/T
<br />AWN.. CO. - S ► +REED em : .
<br />1 I j - ,
<br />ELEVATIO
<br />>@6Tr. /
<br />I 1 Sr F- 1/4' . 1• HALO 1 4. 1 I 1 , 1
<br />1 SAIL 1 A 1
<br />I s,IIM F,Nn "/y -r Ned PAIL We asa
<br />a. wo TAT., , / ��--`, i rANu• • IT+r NTmt[ a R.a tPaO q CDtlw1 k OESNN PRQ2NC MAW \
<br />1 ra.R 1., r/r
<br />ILaY 1 allnl"1 'PIImU`.r w�Rra i j t I
<br />ao,ml wn1N6 S-en
<br />i3yw I • I I i
<br />I - l Lw. T W e,tma r/ 3 , _ —r— . 1n• I I
<br />jI ii b,a�s i t of 7 moR '0Mn dart° w to , I
<br />' �' IDrQ1H 0.96i rRF M
<br />I V •SSG PAT.. -rl-0 1a1 -- 2 I
<br />1 2
<br />I 1 YJ'.1/aW-r i II
<br />tWMs-n F ,ry•- - - ry• t '
<br />SHOT.
<br />Q Olaa x s & Y-7 (M TOP a rOwnaN) ® ® , 2•ELEVATION .; MWox VM na N4LAN wIm
<br />I
<br />SECTION Y-Y Lsx SPLIT STORY PANEL ELEVATION
<br />I II SCALE 1/4- ,- SCALE 1/4•-I' a irwq A7 SCALE 1/6'.1•
<br />w u a°`if aw �"�
<br />MUl 1 N1N ACNIFID El C
<br />I I\
<br />C_--
<br />I
<br />ll.
<br />GMKJET A,pIMA \\ /t
<br />w wrEnean
<br />wwam sell
<br />t� ,.,...
<br />• SPNIS aAL10 i0R tLIAS.D. O(SON PRLSSt1RE RATING PPaTO SS.O f , -7x 0 p a/
<br />PARM�"iEL ro no�Y+u'sSYi"ELNcH caENED
<br />SECTION I
<br />SCALE 3/6-1•
<br />NOTE: MULLION CW NSO K, "STALLED R'/O STORM PANELS ON TOP
<br />OR a0TT0M 50 YMAt R IS LOCATED .1 TOP OR BOTTOM OF OPENING.
<br />(ONE PANEL OPENING W/ TUBE TOP A BOTTOM)
<br />MULLION
<br />REOURED Mtn.
<br />SPAN CRT •
<br />TUBE MULLON -
<br />> i-G' TO 5•-B'
<br />2' . 4' a 1/r
<br />a 5'-8• TD I'-10'
<br />2' . 5' . I/r.
<br />2' . a' . 1!4•
<br />INSTALLATION DETAILS FOR REGULAR PANELS (j) & ,1J�
<br />INTO EXISTING WOOD STRUCTURES
<br />nz-n
<br />-
<br />, T. uR w•DW•ru.
<br />M/r Pm►n w+an
<br />W bmnM mm rrM4 �.I _ m10�71FFa--�ww�.R/ sHe .wH
<br />_ �
<br />4' ! w ,/r. ,M rags • Y Pc • r ,/N•r ,Av 90aw
<br />�
<br />_ , ,n• ul..mP .N.oNnil., I r N.rm reMNn•NN - - - ,v�,n• Irl .o-n gmIPWE u sw n.Pmon.
<br />�'�rMeo fem
<br />.>«-m �o nNsm .age •rAFo,. - .. .-_ - - �, IrrIDF ,Il,r
<br />m
<br />f a K/Ra
<br />� ir i
<br />+II �rM•1.
<br />i
<br />• �
<br />' I? WT fwaln[ i r ) RPm w>oo
<br />®a-, � i; !�p,,,'�km t `-{.-t� � � p irk I
<br />.C�I
<br />A WAQ� "� I ad IOImMf 1
<br />fan.
<br />fteRAU i s">RDML
<br />-Tar m I
<br />I
<br />I
<br />i- ewR'p.I.�AR"DI•{ 1 q I
<br />m WAmWALL MOUNTINGi { �
<br />i BIISTALLATM - ALTERNATIVE 3W , j , .,.nqw�
<br />r
<br />SCALE 1J{'
<br />—Y ar I
<br />,ua.m7
<br />_ ._ _...
<br />"M"O1 I a x"T" • r .. _
<br />INSTALLATION - ALTEIVE RNATi W /r +N " - -- 4• M .oR.r • r .
<br />N'lprw
<br />SCALE: 1/4- - 1-
<br />CEILONG R FLOOR MOUNTING WALL NY FLOOR AMOUNTING
<br />INSTALLATMkII - ALTERNATIVE AW INSTAWMOINS - ALMHATtVE SW
<br />WALLL WOUNTM
<br />(SECTION AT TOP IS UMftED TO +55.5-67.0 6W. SCALE: 1/4- - I'
<br />RiS'TALI. - ALJERNATIVE 2W AS-D. DESIGN PRESSURE RATING)
<br />SCALE, 1/4- - I- SCALE: 1/4' I-
<br />I d I,W-eM�L.uYSD
<br />Aw111LLuuIm,Nn„F� INSTALLATION 1 f4 SELMON "W
<br />A1�R.A•Ti(�/IHHy
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />PANEL'S TO B'-B' '•,-{ '-
<br />UP TO +55.5. -72.0 p.s.f. AND LENGTH UP y���.••' VGENS FLORIDA BUILDING CODE (High Velocity No cons Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN'
<br />o3010 NT�O' •a. fP
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL a NO. 4167 -s 20 CAGE GALVANIZED STEEL STORM PANEL
<br />_ tIRNRN n:
<br />NOTE FOR COMBINATION OF SE[TIDNS. q9; $T DF__ a -_ �— GLOBAL PROTECTION PRODUCTS, LLC. GATT
<br />I L E C O
<br />...
<br />TOP a BOTTOM MOUNTINGS CAN BE `'y,O,c'•• FL RIOT', •?I'? .am s.r s, aTREtT
<br />T� ` A ~ ter•
<br />20-176
<br />Nd r r •wr.. •4sea n aGr war: (tsAHw-7s.s. TALE rys.teea-a,s>
<br />COMBINED IN ANY WAY TO SUIT ANY FSS�y�L,G,�'T.�_
<br />INSTALLATION. 'h lyM1 A 4;ff SEAL/soMuaa/Ma ,WATptI�',>_ iE mm ,o a fl
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING s f.) AND
<br />MAXIMUM PANEL LENGTH "LAW SCHEDULE
<br />CORRESPONDING
<br />(VALID ONLY FOR &9 INSTAL AT101ffi AS PER SECTIONS 1 THRU 10, ON SHEETS 4. 5 ♦ 6)
<br />MAXIMUM A.S.D.
<br />• 90.TED W/ tnTl-2p,' SS YS k WINNUT 9 CKDW a NOUNGTH a NNRL
<br />DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS QI)i W INSTALLATIONS
<br />INTO EXISTING CONCRETE k CONCRETE BLOCK STRUCTURES
<br />(MAID oNLY FTRI PANEL$Q! @#wALLATI0N5 AS PER socroN5 I THRU 7, ON IIIETS 4 A 5)
<br />LNINININNIN..-
<br />PS�a' A T'�lJF/l
<br />:r
<br />3. ' ��GENSF' •
<br />FLORIDA BUILDING CODE (HI h Velocity Nor cons Zone
<br />= ':
<br />_
<br />, N0. 4167_
<br />O3m0 AT[CO. IK.
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
<br />* *
<br />DROP, WI,
<br />8 ST OF'=.=
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />TIL�ECO
<br />°' Ba
<br />S.ox:, log- ����
<br />/
<br />ENE. 4em $.W. 51 flnnT
<br />.It
<br />FSS` " 'c`►
<br />ti
<br />faw'"RI°.k. a : °INKY PL iv"
<br />�.�t
<br />r +r P.mca°Y
<br />nell n1-,am. aN0 nI-,u1 ca6F).�-�4y, FA[ (96.)IS.ay717
<br />20-176
<br />'NNN, ,HIM E SFAL/96wNR[/MR
<br />aYOma Na
<br />WALTO
<br />1. Pi-
<br />N1 7
<br />AHFR s O !d
<br />IWMJrYR�hSa.DA.a
<br />IW. LEMQM
<br />tsEaL ti )
<br />m ATOM
<br />I coNOlraN
<br />�j a m ��
<br />or „sy
<br />•55A -T2A
<br />Y-5' OR LESS
<br />2 1/4'
<br />JIIBOLlFO
<br />, /INU S a l
<br />4AlS. -7xA
<br />>T _5• ro r-0• Yea.
<br />13/•'
<br />IAYBOLIW
<br />, tHRu 5 • 7
<br />_ +ss.o. -r).o
<br />>e'-e' To ii•-2' .Na
<br />7 In'
<br />' �'��
<br />e
<br />..3a. -Aso
<br />Ir-4• OR LESS I
<br />> In_
<br />• eaoTEn�tI,
<br />E • a ,a
<br />NUKRRM AAo.
<br />9ESKN
<br />PR[;$tAR
<br />PAiTNO (pA r)
<br />,AeIIAYr Iwo,ols SPAOW MR Ea.. 3 ,/r -
<br />AP4A.rA"E ro i
<br />SCI;faNg / a LMIISLJY PANEL
<br />AMY (aIDWN1aN I LOOM
<br />O THE]I
<br />TAPCON
<br />CF TM-GWI1
<br />FJAX-M
<br />PAI'ElllaC i01ILE a
<br />PMrE1MaE RIb
<br />ro w,OWTI[
<br />�
<br />To wwaR,E
<br />o�
<br />To oD„rn[a
<br />ro wNwEII
<br />etw, Gulf
<br />ro DD.NOER
<br />I
<br />I twNaQRT[
<br />r
<br />N/A
<br />N/A
<br />r/A
<br />4•
<br />HF/A
<br />I•
<br />R!H
<br />b•
<br />M%
<br />e•
<br />a•
<br />np
<br />NA
<br />a•
<br />r
<br />e'
<br />r
<br />9'
<br />r
<br />, (eon--- aq
<br />s'
<br />,N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />e•
<br />N/A
<br />r
<br />N/A
<br />2 (1O1)
<br />e•
<br />N/A
<br />N/A
<br />e'
<br />I M/A
<br />5
<br />N/A
<br />S
<br />N/A
<br />x (epTTOyj I
<br />.Sa.S, -72D
<br />r
<br />N/A
<br />N/A
<br />X/A
<br />B'
<br />N/A
<br />e•
<br />7 k . (,OP) 7'-5' OP Lf55
<br />OR IBS
<br />e'
<br />S•
<br />N/A
<br />M(A
<br />6'
<br />6'
<br />e'
<br />r
<br />6•
<br />6'
<br />3 (moo,) j
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />6'
<br />NIA
<br />r
<br />N/A
<br />7 �� -�
<br />e'
<br />s
<br />N/a
<br />N/A
<br />e•
<br />e•
<br />6•
<br />e•
<br />r
<br />r
<br />1 a 7 (emra.) I
<br />N/A
<br />M/A
<br />,a 1/2•
<br />6 1/4'
<br />17 in• I
<br />8 1/4'
<br />LTIOP/BOTTOM)
<br />SF[ 1NQ16 Ia t 11 FOR ANCHOMb TY'P[ a SPACING FOR •b'IKu1oN5 AMID IFOm ,RATE elleDeD.
<br />MaNeNw Moan SIACN05 AND NmaaRM E0o[ DISTANCE AR[ Nr,rAIED w T1a5 s0[DUL Tpe cD LESS
<br />TWIN Io1UOw w 90RDUE AEOICE ANalall 9MCRa er MU7IPLYNO NACNG 4arN ON SCHEDUIL n
<br />THE TOL3OINC iACTORS, FOW 116 OPERATION ro N R06yetF, Rm,CFD 6n,Ola aRg1RD ,APING FACTOR
<br />S1WL HIO R LESS THAN YNYW N•tr3,a IDHf T(D FTR EACH AHO,IDR TY•E AT ANGOR$ ASKING.
<br />�� 7NB
<br />1/4••
<br />lAPaal
<br />O WP-�
<br />1/a:
<br />��
<br />��
<br />1/4:
<br />Guy,
<br />1/r•
<br />1R4aD
<br />r Na>la P4m aL)
<br />]
<br />]
<br />)
<br />3
<br />, ,n
<br />J
<br />aA �+ OWING er PJ
<br />3
<br />3
<br />, ,n
<br />: ,n
<br />3 ,n
<br />AauE ea W` elawr+4
<br />RIE1011
<br />3'—
<br />Im_
<br />i/4• 10. . 5/5' LONG BRASS Pismo W/ INSTALLATION
<br />,/4,_20,2 MS e ,0
<br />`°"
<br />DETAILS FOR REGULAR PANELS
<br />C� &
<br />6 1
<br />PANEL L[,OT6 vP m 5'-0' AID s 1/4' O.C.
<br />G L V
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />Too LFAIGI!6 UP m a -6• MSC. OW 11 -10
<br />PNp>MTE re"s 0 OR PAMDUATE PLUS e
<br />- I 1/ 0. C. WIr4 i I MIT. THREADED
<br />x x n
<br />m ,R.eOFR fo1N ALL IlNf.'7HB IP
<br />to 8`4ION
<br />1
<br />p
<br />4
<br />I
<br />-,• r.- 41- sa n
<br />ICI
<br />O.
<br />_ _
<br />TO
<br />EO
<br />E01
<br />.)
<br />b
<br />1 h 3 O.f
<br />E01
<br />I
<br />I I
<br />�
<br />�
<br />I
<br />I
<br />YOII@�
<br />I WIRED
<br />Naaa ,FAl�al
<br />am.m
<br />1 g
<br />-4-
<br />ALTERNATIVE i W
<br />ALTERNATIVE 21M
<br />SCALE 3/8."
<br />SCALE 3/6.1-
<br />1
<br />,
<br />9EE SHEET a
<br />oN SHEET e I e
<br />FOR Mn. !
<br />TO LASS I
<br />ro GLASS
<br />BEE SL' 'P, S oN sno"I e
<br />__ _. rql MN LAMMTw -i I I ■
<br />la aus5 1 a /. S
<br />I rMSTrm
<br />oR1H 1/Y Or, rj
<br />I
<br />t
<br />I
<br />EON
<br />I
<br />EO
<br />EO1
<br />1
<br />EDi
<br />E01 Oa
<br />EO
<br />1 I I
<br />Ea, - , Ebl
<br />-- _--.
<br />E01
<br />1_
<br />LIT.. S/r LOAD DR." BLISeeDMS 6 6 1/: DCFOR
<br />r4—
<br />i/A.Eatt/.'
<br />PANEL LEN00NS ,A m 5'-r AD a Oc FOR LE/ICTM LP ro r-6• .w.
<br />r..• SCALE oR l,4-10 PANpyOE IOWE CDR
<br />ISA6 PMR MO[ PLUS 12 ,n a c WI H ,
<br />;/•� r °PM+j(p
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />E
<br />'.. 1/7' TH TF4TIMI PWOOD DN M
<br />LrDwaTH N EK,STWa e000 PIAtt FOR
<br />-
<br />2*..
<br />„�,r,�r
<br />a.eIWON O AIAR
<br />SCALE 3/6-1•
<br />SUaF 3/B.1'
<br />Au. LENGTHS w ro e•-r EHm.
<br />MANIC
<br />DIRECT MO,IiNTING INSTALLATION -
<br />CONS OO�LONS
<br />NOTE : SHUTTETR TRACKS NOT SHOWN MR CLAIM
<br />ALTERNATIVE BW ALTERNATVE
<br />SCALE 3/8-1•
<br />7W
<br />SCALE 3/9-1-
<br />NOSES:
<br />. �%
<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'-8'
<br />�.•'' •• N • ''• ;/i
<br />FLORIDA BUILDING CODE (High Velocity No come Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERNIt
<br />16 •�
<br />°iO3D Ki60' "`
<br />PINE NO. 2, w/ Sp cinc DENSITY OF D.55 OR EQUAL
<br />No. *
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />NOTE FOR COMBINATION OF SECT10N5
<br />`
<br />er
<br />= HOLY. ST C� t _
<br />•.,
<br />IL E C O INe.
<br />GLOBAL PROTECTION PRODUCTS' I.I.C.
<br />a' „mha.NW
<br />s 9 FL Rlp �
<br />NBA EMa1�"IIa WLlAM7'
<br />.sm sr.
<br />TM1E, IL 1V 1.
<br />I.
<br />TOP A 80770M MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />TORT•
<br />yAiCs•Si' ((,
<br />• >r W_ r r TALK w
<br />w... am P,-,a neo eH-,Mar"'"
<br />-
<br />PHaG Ne4MeI-754e, TALK-. (n5.)wa-6m
<br />20-176
<br />INSTALLATION
<br />ArN A
<br />to
<br />rr
<br />Defa•a r
<br />INN N411E44 i S[ l h1PHARRa/GTE
<br />MMLTER A TRL/T a,. P.E-
<br />meTT
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (.s_f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n & a INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE B(,OCK STRUCTURES
<br />(VAR ONLY FOR PANE15 1OA Q INSIALLATIONS AS PER SECTIONS T TARN 10. ON SHEETS 4, 5 A 6)
<br />IMX%1UW AINOIONS SPAdm FOR EL.. 3 1/r ••
<br />A -SO DESIGN
<br />TAPCON
<br />CF TAP -GRIP
<br />CALK -IN
<br />PNKLWTE FEMALE D
<br />PAfE11MTE PLUS
<br />SOLID SET
<br />• E ro
<br />SCC I IO
<br />,a4lalUM PANEL
<br />PRESSURE
<br />RM»C
<br />ro C°ICRIM
<br />TO
<br />CONCRETE
<br />BLOCK
<br />ro CONCRETE
<br />I ro
<br />COWCRrrE
<br />BLOCK
<br />m CONCRETE
<br />ro
<br />CONGC7E
<br />at=
<br />m COMMIT
<br />ro
<br />CONCRETE
<br />BLOCK
<br />t0 CONCRETE
<br />ro
<br />CONCRETE
<br />soot
<br />TO CONCRETE
<br />m
<br />CONCRETE
<br />BLOC.
<br />OMB
<br />ANY caleaRrxloN
<br />OF I u
<br />LowTH 1' (A.)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />6'
<br />NIA
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6.
<br />6.
<br />6.
<br />6-
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6•
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />r
<br />MIA
<br />N/A
<br />I MIA
<br />6'
<br />N/A
<br />5'
<br />N/A
<br />5'
<br />N/A
<br />MIA
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />MIA
<br />3 A 4 (TOP)
<br />>7'-5' TO 8'-8'
<br />OR 'E�
<br />5.
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6'
<br />6'
<br />6'
<br />B'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />e.
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />a'
<br />N/A
<br />N/A
<br />I N/A
<br />7 (TOP)
<br />r
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />A A 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />1 5 1/4-
<br />12 1/2'
<br />6 1/4-
<br />6 1/4'
<br />a L/:
<br />6 I/A-
<br />6 1/4•
<br />N/4
<br />I 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 /2'
<br />6 1/4-
<br />6 1/4-
<br />I 6 1/4•
<br />8 1/4'
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/90TTOM)
<br />8--8' TO 11'-2'
<br />SS.O, -72.0
<br />N/A
<br />N/A
<br />6 1/4-
<br />NIA
<br />6 1/4-
<br />N/A
<br />6 1/4•
<br />6 1/4'
<br />6 1/{'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />8'-B' TO IV-2'
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/1'
<br />6 1/4•
<br />a 1/4'
<br />8, 9, 10 (TOP)
<br />3AL -480
<br />a-
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />r
<br />6'
<br />8 1/4'
<br />6 1/�
<br />B (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 />S.
<br />6'
<br />6 1/4-
<br />6 1/4•
<br />9 (BOTTOM)
<br />12'-4. OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />6 1//' 16 1/4'
<br />10 (BOTTOM)
<br />SEE SHEETS to. I AM 12 FOR ANOg16 TYPE A SPACING FOR IMALAA7I0NS MID WOOD FRAME OL&M D
<br />MINIMUM 4O,D4 SP.CV= AND IIRAIALIM EDGE MANGE ARE N°CATED ON THIS SCHEDULE FOR ED, LESS
<br />THAN MUTED ON SCNFDLAE REDUCE ANCHOR SPACING. R WLTPLYIINO SPACING SHOWN ON SCHEDULE BY
<br />nR FOLLOWING FACTORS. FOR THIS OPLUTON ro 6E POSH M REDUCED SPACING 091ANM USNC 'ACTOR
<br />SIWL NOT BE LESS T OI MUM" SP'.CNG INDICATED FOP EACH ANCHOR TYPE AT AND*= LEGEND
<br />AUMM TAW[
<br />TAPEOI
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<br />3 ,/z
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<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 I/2
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<br />3
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<br />DETAILS FOR REGULAR PANELS
<br />INTO EXISTING WOOD STRUCTURES
<br />do JA
<br />.III
<br />ih10 PANOU"IE PLUS
<br />4 f1-10 PO4ELWTE PLUS
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<br />SCALE 3/e-1•
<br />SCALE 3/s-I•
<br />T W W I ONLY V F
<br />1. FOR ALTERNATIVES 8 9 A OW 0 L VAUD OR
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<br />FLORIDA BUILDING CODE (High VelocityNorrtcone
<br />Zone
<br />N FOR nMRNAT,nN tM' SECTIONS:
<br />_ No 41
<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />` # •• V
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<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION
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<br />CONORTE ANCHORS CCRCEIE ANCHORS FOR OoNatm AN Hose: SEE 9D"w M 9MT I.:
<br />(SEE scHEDmz w roR WDDo EPEW'. SEE SECTION ON sHEET 10 ALTERNATE ALTERNATE
<br />, lu 5RE ,.) -3- q�/ t, �A �w/1s 1 1 8 LOCATION 8 1 1 1 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />.'. J POURED c01NGETF , 1/4, 2/4. 2A/4. 3/4 4/4 I, 2 $ 1W/t5 �s Mv.. � - - -_ 1•-0 t/2• --.._ _ _Al ENO PMffL AT ENO PATINE I/a•• UG sCR01, e r D.C. W/ NG
<br />CONKED !:awcNRTE �'- RNVRED\ f SOLO• to'
<br />. . . . - ,• M{n. S OVERLAP I _ m EIDSNIG RWO .FJOP 11p1i
<br />- - - - I Cn
<br />5/e? 0. N EXISTING WOOD STRUCTURES
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<br />- 1 IRouRED k" (CAR IQ J�
<br />rffi r� 60 R o� 11 T1 I 111 T 1 T? 1 T11 i IT TO HOLD PANEL
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<br />i _ _ , :N, NFLHRE / 1 .Thl• YAOa/E I I i` (/Q,'p�� SCHEDULE
<br />#1 SCHEDULE /1 / s t I _
<br />1 1/r , r/ s sn' M-. lu8t>) - / r/ I , _ j. 1 ,_.i _ i _.I- 1 . 1 l 1- .. i. _ ! S. V OR .- 3' - OR FOR MSC. �3' _ OF 8 SCNEDIAE H o�•RDIILE r
<br />(SEE KT ,/1A)� *o0i ,z , z o,c. S oE� L,:) I j I tee ,a ,n• o.c. , I _ ANCHOR ANCHOR #2 FOR , 4 FOR
<br />51 P '�' 1{ .7..) _ I ) r OR DIRECT MOUNT SPACING 9P>! 3• "QSPA 'AOSPAC�ING 3• i I
<br />f I I I 1 ROm HFIOER /
<br />a v�'"D a'LwEls`�j'"" ' I i DETAIL 1 :WALL MOUNTING f�ALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPL!GABL TO SCHEDULE 2) "E°"I"" -�ILF "'""° O
<br />(SEC D.) ,n• I rI sCALE ] 1r - 1' R1/WeG'•J 3a' L
<br />d l k zn•) (Kromw DU 0 / Sr r- ]/1r . 1' I pw It , fo.c
<br />I J 3' I ;IIa ' P I I• i DrIA&S 1/1• (n' ) AN MAXIMUM A.S.D. DESIGN PRESSURE RATING ns.i.) AND CORRESPONDING ALTERNATIVE 1 ALTERNATIVE 2
<br />POURED CONCRETE I I I 1 e2/1.) MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f. D ( i __ 1/4 1'
<br />OR wNCRETE MAXIMUM PANEL LENGTH "L" SCHEDULE '' '^ — �' "/ sFID'" s
<br />SLOON CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT t$) FOR ; (Mls) ('� To • ,a ,n oc HEADER
<br />NAMED r i (' tApPLC= r QUAY TO•,c &nms I k 2 horkMa FOH LIFE wry ow ply •, ov I/,.) -
<br />! I A 2/4, 2A/4, 3/4 OR 4/4 1, 2 A rw/u 1. z a IW/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES sTSTEM aN sIEET ,s;. i ,
<br />_ ALTERNATE LOCATION SCHEDULE ,MOUNT —M =— ON Q� `•t ( ♦�
<br />ON CAFE SAFEST PANEL a ,�e'/e!et�mNoerlas TOP k BOTIou. E_D- ] 1 /2' • ro au® eaanw 1
<br />AREA W/NO LIFE SAFETY PANELS LOCATION Or LIFE (SEE NOTE IBELOW) (•v) (Q %Raa) s� A 1
<br />•. q v I /Bt CPnt _ _ j _ L. REGULAR PANELS w/ OR - SAFETY PANEL -J MWm1Y AS0. O N1 -9! ou-N PMRLWII TOWE 0 Nae1M M Pleb ro .,AO. -1xn r-a• z S/.• MILLI® I ro UASs
<br />// \Pl --r - W/o REG" TRACKS (SEE MOTE I ` �� W`w m ,0 ro -o SEETIONs P k MNmlw PMEl ! � eC I EO
<br />CONCRETE ANcHoft(� SITF_OKE J _ BELOW) LAST PANEL E>) TO BE NSTMIED As 'DESIGN
<br />L+'s+'� OREFE OONOIEIE Co"CR1E CoNcItm CONCRETE COFIA[tE [
<br />57DIW m m ro m t0 COi1NTw IDaM 1' (n)
<br />f'j
<br />EppE pF CAFE SAFETY PANEL OKNRG SHALL RA ..I eu3a at= BLOCK POCK co�tnvtt) eta00i OF TIER SIT MM 16 FOR ANCHORS TYPE a S%kCW FOR NSTALIAIIONS NTo NOW FRAME RULDpR: aR i
<br />SHEET 14) VYl /• F oR SLABOPTION STORM kMYs BE P%=A W/ REAR Nd.E AINRARM NKYOR !'KSOS MA MCRRN E7)oL 061N1C[ ME wOrwi[a w T6 sd,[DUIi. FON EO
<br />"FGY 'gym 0' l UN OOWXF N) 10 FIiE MATE MSTN3ATION R RiF01DED 6• N/A N/A N/A 8' N/A 6' N/A 6' N/A 1 k 2 (10P) [D tEES T{W PYUTEO oll SDBDI.IS IEp)C[ M1010R SPAS"0 Bf WL1plIINO sPPCPO ( r jt
<br />C.,• REMRD TO BE INSTALLED OR AEWVED FROM INSIDE 55.0. -72.0 S'-0. OR 1L55 REDO= SPACING ORIO TAPICo �F SIMLL ROF LESS THAN WHIM SPA - EON Wa00 PUMtE O
<br />[ONCNTE gCHORsJ-,•- U STRUCTURE. e' 7• 9' 9' 9- 9' 9' 9' 9• 9• t (BOTTOM)SHOWN5ocxuTHEFOUDWCTORSroe I
<br />(� r `HrET :'i —E D ELEVATION 6- N/A MIA N/A 6' N/A B. N/A r N/A 1 k 2 (TOP) NO ATEO FOR EACH ANCHOR ,TYPE AT MOH ORS LEGEND'
<br />.55.0 -72.0 • IH: W: IH'• 1p: �W�W _ '.., .000 Purt !., RELIVNED
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTAUJTION SCALE 3/31'-1' B 5' B" 6" 9' 7 1/2• B' 9' 9' 9' (8017W) IFlos TAR _._ , -
<br />SECTIN- 1 $fjLLE' J/8 - 1' - SECTION 2 SCALE: 3/B' - !' ®®°R t I s I/a' IW. r N/A N/A N/A 6' N/A 6' N/A 6 N/A 1 A 2 (TOP)
<br />WFOI O MP-0eP-twouva AWmMw may,- - REOORRo
<br />GAP .55.0 -72.0 7'-6" TO B'-r
<br />W -I- 6' 1• 9• 6• 9' 6' a' a' 6' 6' 1 (BOTTOM) AW, ATOHNI 11eC{m OLI 3 3 3 3 x In
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<br />a.6.aN slek (w 5 --3 p t/f-- 3 1/2 - I B) a••A ALTERNATIVE-3 ALTERNATIVE 4
<br />T CAFE SAFETY STORM PANEL CAN BE IDEATED AS AN ENO PANEL (FIRST OR l/5T CAMEL) 1 _ -- z I //��
<br />OR AS AN INTERIOR PANEL (MITI PALL LOCATION IN BETWEEN END PANELS). B Al ocu o t PAMS B ((N.T@N.A LOCATON AmPt � Wu �" P+r•'� PATE
<br />RD) ,/4•. LAG s News B r ac W/ , 1/2'
<br />LIFE SAFETY PANELS MAY OR WY NOT BE INSTALLED ADJACENT TO REGU.AR PANEL5 1) FT PA ="Cou,i a 2 = MW/ RQOR MOUNT CONOR'OP6 AT BOTTOM W. ED. . 3 1/2' • '/� _ _._ _ A _ _ I' MH. THREADED P0EIROW OR
<br />(W/ OR W/O REGULAR TMCRS.) SEE NOTT , '70..6/r .Om WRA S eLaNND W/
<br />SECTION B-g OQu I AAD LOW a 5/r th, Poll EDP OF M kO 00 . (STUD 6 r AWL OOU W O 4*4 APPLICABLE TO I 'n' -- w /.b 20.r Ss Y1 E r oL as
<br />DESIGN _ sEcnoNs f A, MMOMUM PANEL _ - r I. too - _ m u _ 1/.•�2o NwnMnE rEMME a OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS � M
<br />1. CAFE SAFETY S7'OR PANEL CONSISTS OF D.039 GALYANIZCD STEEL STORM PANEL AS T'� B B ■
<br />PER COMPONENT �. SHEET 2 0: DRAWING SCALE J 32--l' PRE5 "t p NY COM&NAnO LENGTH l' (R) MNLIIFTPNNI - - Im / 9pML >h• . 1'
<br />MI5 PANEL ALLOWS TTSICIEL.F 1W 8E REMOVED OR INSTATED FROM ME NSWE OF / RATING •,. OF MOM .p. 7i 3 ,sY - 1m O.41p31.tt PLUS • 9' 0.0 W 1 ln• AW-
<br />I' THREADED RTEiRATION ro DOStnC WOOD
<br />�� N[/ Mtt MOtt SHInTEP iAACKi NOT SIDM4 .all 4A"n
<br />STRUCTURE. .49.2 -61.5 /7*-6P .. •••.•..., ✓,O A,AA111NMNN
<br />NNANMNN 1' J' ♦ 1/2' 4 , 2' 2 (BOTTOM) " OR LESS �' • GEM$ S �,�+
<br />..e WALL MOUNTING INSTALLATION
<br />A ALTERNATIVE t W }2TQ� • GENSIc W
<br />3 UrE SAFETY P REQUIRES TOP 7RACX TO BE COMPONENT®A BOTTOM TRACK TO aAY'1,- P, TILLJ� .520 -B6.0 3' 3' 4' 4• 2 (BOTTOM) Y-r OR LESS NN'T(,P
<br />BE COMPDNEjjf AS PER SHEET 2 OF THIS DRAWING. gfF,Fl ,........, ✓p r 3 •� :.••••••••• ✓p
<br />COMPONENT® BE INSTALLED WALL OR FLOOR MOUNTED FOLLDN+No SECTIONS I a �/• .'( .550 -72.0 2 1/2' 2 ,/Z' 4' 3 1/2' 2 (BOTTOM) 7'-8' OR LC55 - No. 44167 •.'`
<br />2 ON THIS SHEET, AS WELL AS DETAKS I k 2 ON SHEET 14. Q••:'NSf s,G _ ? * c SCARE: 3/a'
<br />.55.0 -72-D 2 1/2- 2 1/2' N/A N/A 2 (BOTTOM) 7•-6• TO B'-o' i#; # FLORIDA BUILDING CODE (Nigh V61oel F ? FLORIDA BUILDING CODE (High Velocity No cane Zone - b NMR(cOM Zone 7 - FLORIDA BUILDING CODE (High Velocity Nor Gore Zone)
<br />4- M;n LENGTH FOR COMPONENT ®5 15 _ z 1.550 -72 D NIA N/A 3' 3' 2 (BOTTOM) 7•-6- To 6'-e• •SDw A,Tw. er:. - ; No. Q
<br />M. ,ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS CNEN ON �' ) M.20 ulum NC F.P. y .�t•• Fr - : : P A,Ew. INc FP.
<br />SCHEDULES A 2. SHEET 14. � _ * 20 GAGE GALVANIZED STEEL STORY PANEL Or Iy,� eT. O •.. fCOR10�;,: �.L►�' 20 CAGE GALVANIZED STEEL STORM PANEL �„ D.. � # •. : a � 20 GAGE GALVANIZED STEEL STORM PANEL �, W.
<br />COMPONENT MAY K PERMANENT OR REMOVABLE # •• ATE ` --1� - / p, ''r•, S ••,r•• 6 r-- - aF/m/S.ID , INSTALLATIONS SCE orET v>uo FIR ,R.0.oPA4 WITH Aso. oaaN :OrJ% w to
<br />5 SEE DETAILS FOR INSTALLATION IRO "MAD FRAME BUILDINGS ON SHEET 15
<br />z' - 'S AL PROTECTION PRODUCTS, U C '` ,S%;'o . ft RIO DM�"'
<br />�3p •- OR F I L E C O E N C. ,RED 5r. ,t s,� 4NNN.PN — ' I L E C O E Nc GLOBAL PROTECTION PRODUCTS, U C. am .sa s. -7x o w AMID PAI n s u mH A ro e -r. GLOBAL PROTECTION PRODUCTS U.C.
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<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE TO ME NECESSITY FOR THE INSTALLATION OF ,S' ' ! LpVANY wY1E rl 3331. 4J%/ ` ?637L' a ANr avE. R AUN f� R, L �{/�
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