|
wl1''4 1.3R+
<br />CONTAETE ANAMDIa
<br />w� PwJr•
<br />WALL AND FLOOR MOUNTING INSTALLATION FORM
<br />SPLIT PANELS
<br />aI SRIEi a A in i
<br />x_14,
<br />MULLION SCNmuLE
<br />Mw MULLION
<br />SPAN (FL)
<br />REQUIRED 16".
<br />TUBE MULLION
<br />4 4'-r
<br />2' x 3' x 1/6'
<br />> 4'-s' TO S'_r
<br />2' . 4" x 1/e
<br />: 4'et4"
<br />> 6"-rD" m a',O'
<br />2' x a` x i/6•
<br />1. S. k 4 SPANS µ,HQ
<br />+ UP TO A FOR
<br />AS 72ASG j PRESSURE RATING
<br />W PMkARAALIEL G7�ORAFON? 5� SLENGTN.
<br />SECTION i
<br />SCALE 3/8.1-
<br />NOTE: MUWINi CAN A150 IK 7ISTALIED 1R/0 STORM PANELS ON TOP
<br />(ONE980PANEL OPENING W1 TLOCATED TOP Aa TOPORBatTgl OF OPENMG.
<br />rw
<br />wukoN
<br />{31V4ti TPu WITS
<br />ww'!! A NW.
<br />{ X 6/t4'. tAPfbIM Xt.
<br />\Iz�1/4-
<br />n D,} POUT -
<br />rtivIl• -
<br />allI��i���
<br />MALYW SPAN " Do. 11Aa]DN SOIDI.
<br />SPLIT STORM PANEL ELEVATION
<br />#N >J SOME I/r.1`
<br />2
<br />INSTALLATION
<br />DETAILS FOR REGULAR
<br />INTO EXISTING WOOD STRUCT
<br />PANELSCD do (dA
<br />RES
<br />=1 aY 7
<br />nN[
<br />m
<br />n s� NLRr1
<br />e n uw.saee s r ac
<br />NxeRHR Ib104 NM3OL
<br />4
<br />14Y r .
<br />tAA tlaawa x j
<br />HrF ua v°ew/Irmv
<br />/
<br />i/PANeIn / auv
<br />w MH
<br />`�. H wn. 111.tARIIA
<br />rop wow�i vv1. -
<br />t W}lel1R® RT[TMT.I1
<br />1 Y Too
<br />POTS /1Mwiu,l+st
<br />J1 t
<br />i
<br />1K
<br />K
<br />wRw wm W/
<br />�1,
<br />� t
<br />I - Nx I Diw
<br />i
<br />I •_
<br />1 a•.sn• Ltx 1 3 Ha I
<br />SOO • Y
<br />IS DA-
<br />�
<br />i7-Fnv eN n.Et I `J
<br />II
<br />ASP a+�6
<br />w aas
<br />;
<br />wAM
<br />1
<br />INSTALLATION
<br />.�[
<br />-. ALTERNATIVE 3W
<br />I
<br />t
<br />RN
<br />SCALE- 1/4' . t`
<br />mw • v ac ) fOpW ' � plRt. i
<br />4
<br />t ,I3 ilgi1 4N 1
<br />'
<br />1 r ;..',y
<br />1 RAaNG b new w1r�
<br />BUILD-M MOUNTING
<br />CATION ALTERNATIVE 1 W
<br />{ ' .I
<br />t� w6.sw r,x.
<br />ww
<br />LA-L-1;
<br />INSTAL-
<br />1,
<br />K .PwAPmr+ir n L mN/
<br />At MRNwM OF %.%
<br />SCALE_ 7/4` . 1'
<br />CEILING & €LOOK MOUNTING WALE k FLOOR MOUNTING
<br />WALL LMOUNTING -
<br />INSTALLATMN - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE SW
<br />(SECTION AT TOP IS UM IED TO +5&5-67.0 MAX. SCALE 1/{' . 1."
<br />RNSTALL►THNN
<br />- ALTERNATIVE
<br />2W
<br />A.S.O. DESIGN PRESSURE RATING)
<br />SCALE: I/4' . Y
<br />SCALED 1/4- - 1-
<br />I t
<br />�1EhWWr48
<br />IW FIIeN1 NJR.ED
<br />(.• ua Wws . r.,,re
<br />r H" 1N1PiI® ! ND ON1M31lWP
<br />llLliiS:
<br />4TL1NM74NH11M/A
<br />A,,.tit �+kN
<br />E N6
<br />1�����NN
<br />SCALE: 1/4" r.1•
<br />1. MS7ALLATIONS ARE ONLY VALID FOR. BUILDINGS WITH A,S.O• DESIGN LOADS
<br />+sA>al
<br />�� �� .• +•., r�
<br />P. EN ''• '%
<br />P i0 +55.5 -72.0 D.f. AND PANEL'S LENGTH UP TO 8'-8".
<br />U P.
<br />: 1�: ` 3
<br />FLORIDA BUILDING CODE (High VdacItHuFTdcano Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />°'�0 �� INC,
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55
<br />OR EQUAL
<br />No. 4167 � z
<br />20 GAGE GALVANIZED STEEL SIM PANEL DRAW BY.
<br />NOTE FOR COMBINAMOj OF S=5.:
<br />o#;
<br />-
<br />= o:, ST OF r
<br />' /► GLOBAL PROTECTION PRODUCTS. LLC.
<br />■Bit
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />:;'f} ,,
<br />Won S.W. 51 STREET
<br />Huff a iNOTN[EIINRD trowANr n/WE F1.. 333u
<br />7(��11Na
<br />COMBINED IN ANY WAY 70 StLi7 ANY
<br />4,�t('+JQ�
<br />2 176
<br />0 xw. ]1N fM. M1 A1N _ 3I. 3Ik MRNM WWOM NOEL {B34)6M-75a5.. FAY, FI%}MI-8711
<br />Hw.,: at,-tmP,F-tpA 47t-tN,
<br />INSTALLATION.
<br />Ar Ai. (+
<br />Pop
<br />TA-DwdTty A.
<br />�a rs A. rPnr a. • w
<br />AFMNrl
<br />iiDNNN2. SENfSGWT11M5/Gt7E
<br />W&TER A TAtTT Jy„, eTE. SIEST la .w 29
<br />CONCRETE A 04M
<br />(SEE SCHEDULE ON�
<br />SiEE7 14)
<br />CONCRETE ANCORS
<br />{SEE SCHEDULE 4)�
<br />MDUL ON
<br />PONIED CONCRETE
<br />tAtANw '•i
<br />II-
<br />p
<br />�
<br />wMG MIT : aEwr
<br />67W • Iz t/z• O.a.
<br />ACHIN:
<br />/1 i/a• R
<br />t
<br />7t5
<br />To o 12 f /r v
<br />(SEE bET. 1/14j
<br />/I
<br />i
<br />1
<br />I
<br />i
<br />3oR caH° c
<br />i
<br />at= WALL
<br />REOWm
<br />i
<br />I
<br />CONCRETE AN04M
<br />(SEE SCHEJXX.E SHEET 14) ,
<br />POURED
<br />Cmt
<br />OWE
<br />WALL MOUNTING INSTALLATION WAI.L AND FLOOR MOUNTING INSTALLATION
<br />00
<br />- SECTION 1 SCALE: Veer - I' - SECTION 2 SCALE: 3//- - 1'
<br />NOTES�_SAFETY STORM P,bNEL "tY_$iEM"_1NsT.3ATN
<br />T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INFERIOR PANEL. (ANY PANEL LWATION IN BETWEEN END PANELS).
<br />UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REGULAR TRACKS.)
<br />2. LIFE SAFETY PANEL CONSISTS t>€ 0.03/` GALVANIZED STEEL STORM PANEL AS
<br />PER COLNPONENF , + SHEET 2 DF LWtAWlND,
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLEDFROM THE INSIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY PAN&L REQUIRES TOPBE GOMPONE AS PER SHEET 2 OF THIS DRAWNN TO BE VENT Q & BOTTOM TRACK TO
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS i &
<br />2 ON THIS SHEET• AS WELL AS DETARS' , & 2 ON SHEET 14.Sli`Y`'
<br />4. Kin. LENGTH FOR COMPONENT ® 75".
<br />=I
<br />MIX. ANCHOR SPACING FOR COMPONENTQDANCHORArE AT BOTTOM IS GIVEN ON
<br />=
<br />SCHEDULES 1 & 2, SHEET 14.
<br />COMPONENT ® MAY BE PERMANENT OR RE19NABLE.
<br />S, SEE DESALS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15,
<br />AL,
<br />B. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF
<br />SPACERS AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD BANDS.
<br />A 4,
<br />FL
<br />•
<br />.iii#liii iiiiOilsRR7iiifi)•iiiiiTriiNii�illrii!
<br />IN��
<br />long
<br />IBM
<br />L-1111-1/4,
<br />2/4G 24/4. 3/4 AST 4/4 j
<br />yl, 2r& 1W/15
<br />y1, & 1W/15
<br />' ALISNAM LOCATION i
<br />_..T ON LIFE SAFETY PANEL L..
<br />AREA W/NO LIFE SAFETY PANELS
<br />I LOCATION #' LIFE (SEE NOTE 18FLOTj
<br />J
<br />---- i.e. REGULAR PANELS W/ OR --
<br />W/O REGULAR TRACKS
<br />SAFETY PANEL. -
<br />BELOW)
<br />• LAST PANEL (:i m BE WALLED AS
<br />OPTIONA
<br />LIFE SAFETY S�W4 PNEI QPENING SHNL
<br />ALWAYS BE PROWpED WJ RFAR NANOE
<br />Wft
<br />TOFACLRATE MSTAtl E R/TENOED
<br />TO IHSAILLED OR'ROUCM FROM INSIDE
<br />' '
<br />ELF
<br />BE
<br />SCALE 3/32*.1`
<br />I
<br />B SEE' NOE t PARRS. B AT EH' OY°EPANFll�ou"
<br />SEE NOTE 1)
<br />SECTION B-B
<br />SCALE 3/32'-=1'
<br />MAXIMUM A.&D" DESIGN PRESSURE RATING (R.a.f.) AND CORRESPQNDiNG
<br />MUM eMEL LEN9B "I" SCHEG(LE
<br />(VALID ONLY FOR PAI ELM"II krth INSTALLATIONS AS PER SECTIONS 1 7NRL1 I& not SUMM 4. 3 A d1
<br />pRMI%IMUN ASR Lax. IENDIH
<br />M11N0 .it ($i• K•N
<br />"`'
<br />OONINIgN
<br />+554. -72A 7'-r OR LESS
<br />2 IN
<br />L#4m ED
<br />1 1HRU a k 7
<br />+S". -72A 1 27'-r TO r-r Mi.
<br />2 3/4'
<br />UNBOLTED
<br />. 1 Tito; 5 a 7
<br />+35A, -729 aY r TO '1'-2- MN:.
<br />2 IJr
<br />' AT WNF3O C1M
<br />6
<br />+43A. -4a0 12'-1' OR LESS
<br />3 1/2'
<br />' aD� N i1DIL,ICM
<br />4 9 a 10
<br />BOLTDI!Ff 1/0-2dn' Si M:A k WMGMff 7J MOW k KAMM OF PANEL
<br />(VAUD ONLY FEW PANELSM& Q DWAUAT06 AS PER SECTIONS 1 THRU 7) ON SHEETS 4 a: 81
<br />MAXIMUM A.S.D.
<br />IGN DES
<br />PRE-MM'G�{UP.R
<br />Mthet" MICHORS SPACING FOR ED.. 3 1/2' -
<br />SE a
<br />MVY��
<br />NA%IAIM PANEL
<br />LENGTH 1' 14)
<br />TAPOOK
<br />CF S CARP
<br />CALK-K
<br />PANDAMATE FEMME 10
<br />PMHLWIE PLUS
<br />To OIN"N"'.
<br />C
<br />70.1
<br />I to
<br />1
<br />To. CONCRETE
<br />ToA/,)
<br />C�
<br />10 CONCRETE
<br />to
<br />COBN�CRm :
<br />TO CONCRETE
<br />C
<br />BLOCK
<br />5-
<br />N/A
<br />WA
<br />N/A
<br />8'
<br />NJA.
<br />e.
<br />d`
<br />WA
<br />1 (w)
<br />S"
<br />1'
<br />WA
<br />WA
<br />fl•
<br />a`
<br />e`
<br />e•
<br />B'
<br />8
<br />1 (BOTTOM)
<br />N/A
<br />WA
<br />N/A
<br />d•
<br />N/A
<br />I.
<br />WA
<br />v
<br />N/A
<br />2
<br />S
<br />_
<br />WA
<br />N/A
<br />N/A
<br />fl•
<br />N/A.
<br />5'
<br />N/A
<br />S
<br />N/A
<br />2 (807FOL).
<br />+55.5. -720
<br />Y..
<br />N/A
<br />'
<br />WA
<br />NIA
<br />r
<br />WA
<br />b'
<br />N/A
<br />r
<br />NfA
<br />3 a 4 (TOP)
<br />7'-6' OR LESS
<br />ORLESS
<br />6'
<br />r
<br />NfA
<br />N/A
<br />S.
<br />S
<br />C
<br />a'
<br />6'
<br />6"
<br />3 (TiOTTOO
<br />dR..
<br />'N/A
<br />N/A
<br />N/A
<br />r
<br />N/A.
<br />d'
<br />N/A
<br />d'
<br />NJA
<br />7 (TOP)
<br />N/A
<br />#/A
<br />8'
<br />4`
<br />b•
<br />a'
<br />r
<br />0`
<br />4 a I (BOTTOM)
<br />N/A
<br />NfA
<br />12 1/2•
<br />6 1/4'
<br />12 1/r
<br />a 1/4-
<br />d 1/4'
<br />6 1/4'
<br />6 1/4,
<br />S 1/4'
<br />3 (mWJ60TTOM)::.
<br />SEE NiEDI la ! 11 FOR AND1MIS TYPE k SPXM FOR WSTALATNHS INTO WOOD FAME SAUDI&
<br />WOOL% ANCHOR SPACIOUS NSF MNMA1 DICE DISTANCE ARE I DWG) ON THIS SCHEDULE FDIC EX, LESS
<br />TTBR IDR)1TE0 ON soem E REDUCE ANCHOR wmw By MULOPL"40 SPACED SHOWN ON SCHEDULE BY
<br />TILE FCLawWD FAL7pi5. FOR TOOOPERATORTO BEPD931SE REDUCED SPACING OBTAINED uarG FACNTIR.
<br />SHALL. NOT BE LESS TVIONNNUM SPACD INDICATED FOR OW1 M0100 TYPE: AT ANCHORS LOW&
<br />11b[
<br />1/4'e
<br />t!,-!:R
<br />1/4.
<br />1/+.
<br />i/4
<br />Ife...
<br />WON
<br />or Y p CHIP
<br />P
<br />HSYK-RI
<br />IIXD-LET
<br />le(. AMNPR OWING NIN
<br />3
<br />3
<br />3
<br />3
<br />2 1/2
<br />3
<br />♦4WRFpluYR tw.N.M. BLi
<br />3
<br />3
<br />3
<br />3
<br />3
<br />31/2
<br />wAM,7 Oww.M Elul#
<br />3
<br />3
<br />3,12
<br />a 1/2
<br />4
<br />3 1/1
<br />AWL LY MITE CMKV
<br />KC
<br />NW
<br />31/2•
<br />�
<br />-
<br />-
<br />AD
<br />tkO..
<br />3• - '
<br />N.9p
<br />Sm
<br />-
<br />NAG
<br />A
<br />-
<br />31/2'
<br />-
<br />1m
<br />Hm
<br />TAa
<br />1/4• LD.. 6/r WHO BRASS Bum«NG W/ INSTALLATION
<br />DETAIL, FOR PANELSa
<br />A 1A
<br />i/4`R-2OR2' 6.8. N.S. f "A 6 1 `-
<br />PANEL L RAID R tJ4' D.G.
<br />UP 8-r
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />FOR 1AIGif57I 7O d N NEL OR Ifa-1G
<br />m U MO.
<br />PAIEI,WIE FEM41E PJ CR PAHIEl3MIE Plus o
<br />,.�
<br />12 1 ((yy oL C. WOR I t/2' N,,. THIEADED
<br />'^.. PENETRA m 1EiDiR TUB ALL lEHGnHS UPTKM
<br />�
<br />_
<br />^,• �
<br />% saw"
<br />1NRMw 1
<br />M dd�4(OfD
<br />"+
<br />�
<br />�... y 1 �
<br />�
<br />TIODD hFAOBa
<br />F
<br />}fj
<br />I 1 I
<br />y 1
<br />� .� L.� • Wa."t. 1 4Y- i:$. 'ap,79
<br />ED
<br />1EOF
<br />n 1
<br />1ti
<br />I-- I ,W.
<br />Eat
<br />EO
<br />1 r
<br />]i6yj,
<br />1
<br />WYAD PPD'DFn
<br />7
<br />IWPARD
<br />1
<br />AM
<br />I M
<br />d )
<br />T
<br />ALTERNATPA i W
<br />Ai SERE AT11/E 2W
<br />- 1
<br />SO4E 3/8-7•
<br />SCALE 3/a.1'
<br />I
<br />T R
<br />j
<br />7
<br />I
<br />SEE SCHEDULE�1 #
<br />SEE SCHEDULE 0.
<br />1 ?- - tISOtT a f
<br />1 I
<br />FiAmI. I
<br />l Ew1a.NU7
<br />€ERY
<br />T GLASS. I . a
<br />pa
<br />I a 12 1 RL.
<br />/z•
<br />i
<br />'
<br />i I 9
<br />ED
<br />EO
<br />EO t
<br />�
<br />fD y
<br />EO al
<br />EDIT
<br />EDL�jj
<br />�...
<br />1/Y� }.f.
<br />EQ I
<br />I F_
<br />?; ' I ED
<br />I
<br />1(
<br />-;.T:U1- j
<br />�•-!
<br />i
<br />tty,itl�,\ (
<br />i {1
<br />I` ff wwa PuoE
<br />" f,,.yf31 REalffG
<br />( i `'-. VAS` rD. x 51r tale BRAss eJswxi
<br />i i t, s w/ 12a2' Ss ws. 0 6 7{r G.c,
<br />Nip
<br />i
<br />+Mic Ira.
<br />1 4
<br />a
<br />UP m TO w
<br />s t rwt oR LEND"
<br />i tIJ, ,rlg i f4' O,C. FOR INNIE E m a' -OR M.x.
<br />r1w PRATE PATIRMATE FFYAl$ Et OR
<br />t
<br />4
<br />T
<br />PANELMk1F P AA • 2 1/2 a. c wm 1
<br />3
<br />)
<br />fPAAtE
<br />1/ V,G KNAS t:0" OA w
<br />-- t ^ NR DWEALxa Pna7.Wf x
<br />T E RNATIYE '.ON
<br />AL"IERlUTIVE AW
<br />1 II t/Y MA-flMClSTI FWOODAKAY F
<br />i OWDTH T6YC WOOD PUTS FOR
<br />2"x4' q{
<br />- a M fM tATG
<br />SC+V:E JjB•7"
<br />SOME 3/!.1'
<br />m UP
<br />li ru LENGTHS P 7D a
<br />NOMOVIA
<br />NOTE SWTTE'R TRACKS HOT SHOWN FOR CLARITY
<br />ALTERNATllCE
<br />SCALE 3/B.,•
<br />?W
<br />SCALE 3/11.1'
<br />ND.,LEx4•
<br />`TYANpMtHH1HNryM
<br />.
<br />1. INSTALL ONLY VALID FOR BUILDINGS WITH A.S.D. OE5i0R LOADS
<br />'A'4 ti ...........
<br />a at.. ENS '%
<br />C
<br />UP
<br />ua TO +55,5; -72.0 PSF AND PANES S LENGTH Up TO B'-B',
<br />Ste: �� ^.
<br />FLORIDA
<br />BUILDING CODE (High Velocity Nu
<br />no Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />s is -
<br />'^ No. 's*=
<br />exnoTLiEGa,31c
<br />20 GAGE OAI.VANIZED
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />B
<br />STEEL STORM PANEL
<br />oAt:Mn:
<br />NOTE FOR (xi118(Nar11JN De SECTIONS:
<br />'s q ST - _�
<br />1 Co.GLOBAL
<br />IL..ECoN4.
<br />PROTECTION PRODUCTS, LLC.
<br />Ia00 xw, a SIRE_
<br />GATE:
<br />70P & BOTTOM MOUNTINGS CAN BE
<br />PF '•+.L •RHO
<br />F TT.:
<br />x0 k ENe mIMANr
<br />w aw T, .lA 2a!'4 eeRMK. a 2M,e
<br />' DAkG FL, aifu
<br />FHCNEI (*&)MO-7545, FAX: (ffi4IOg0-82P7
<br />20-176
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />AAA S`$,i : i},
<br />IW« = twW no-Hl.3 , a = nert .N-+au+
<br />oRAnta w.:
<br />INSTALLATION.
<br />�MIll1 iI1NRM A. .sEAL/slaWliUR/a4TE
<br />wKTER h4tl0d7T14PL
<br />Me• "ew1A w,. +. W.wPw Ms...
<br />a .. .
<br />SEER YI.On
<br />s)
<br />/ .1401,14
<br />21
<br />A. \1:. ..
<br />i: ee\ /\.::4 .e PEI
<br />.3•
<br />:L-TiiT�''�
<br />(12 tJ2'0.(
<br />TO 110LD PAN
<br />air hw,, (GISE I)
<br />31 MA. fCASE N)
<br />M?ERNATE.!>. /\
<br />y p i u ¢ SEE �j
<br />#2 FOR
<br />Mml. ANCHOR MASK. ANCHOR
<br />SPAONO SPACING
<br />DETAIL 2 •FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCALE 311r - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ING a fi AND CORRESPONDING
<br />MAXIMUM PAT. LENGTH "L" SCHEDULE
<br />((PPDLSINffi,Y�gRj,Y TO 4TCT= I k 2 INL1jS iTLTt FOR )a.iF Sae erppy Pyl;
<br />A•YSTYu ON cM€E•T t3l
<br />.
<br />WI UM
<br />MTo
<br />�
<br />TAPMN
<br />Ef TAP -GIP
<br />OMK-RN
<br />PNp.WR MAU D.
<br />PANELWdE PLUS
<br />CTWAPPLICABLE a
<br />AP
<br />�O THEM ION
<br />MNwUM PANEL.
<br />tFNOM 1'. (n.)
<br />TO
<br />ar�7E
<br />To
<br />CO RMC.
<br />TO
<br />To �
<br />COeRRETE
<br />at� Jf'
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />1-
<br />N/A
<br />6-
<br />NIA
<br />1 & 2 (TOP)
<br />55.0..-72.0
<br />B"
<br />7"
<br />9`
<br />9-
<br />9'
<br />9-
<br />8'
<br />9'
<br />9"
<br />9-
<br />1 (BOTTOM)
<br />5'-0' OR [Ess
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6-
<br />N/A
<br />V
<br />N/A
<br />I. a 2 (TOP)
<br />+55.0 -72.0
<br />B"
<br />5'
<br />B"
<br />8`
<br />f'
<br />7 1J2'
<br />9'
<br />1'
<br />Y'
<br />-
<br />1 (BOTTOM)
<br />5'-C` TO 7'�-
<br />+55,0 -72A
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />NjA
<br />6' ..
<br />N/a
<br />6'
<br />NjA
<br />1 & 2 (TOP)
<br />-
<br />7`-6` t0 8`-6^
<br />71'
<br />4
<br />4"
<br />6"..
<br />9'
<br />6'
<br />1•
<br />1 (BOTTOM)
<br />MCOMW A5.0.
<br />DESIGN
<br />PRESSURE
<br />RATNO '. s,H,3
<br />I (nuo • 5/r Let: TNM lOF # ANt%Lj
<br />= I mw a r Mn FRIRI XP CF MOLE)
<br />APPLICABLE TO
<br />SECTIONS ((&.
<br />COEBINAT{3
<br />OF THEM
<br />WKIMUM PANEL
<br />.LENGTH 'L' (N.)
<br />TAPCO7 -
<br />EM WAM1a
<br />i
<br />1/2' 1 4 1/2'
<br />2 (BOTTOM)
<br />Y-6. OR LESS
<br />4'
<br />2 (BOTTOM)
<br />r-6- OR LESS
<br />+550 -72.D
<br />2 1/2` ? 2 1/2•
<br />4' 3 1/2-
<br />2 (BOTTOM)
<br />7'-r OR LESS
<br />+SBA -72.0.
<br />2 1/2' 2 1/2-
<br />N/A WA
<br />2, (BOTTOM)
<br />7-6` TO B+_0'
<br />+55.0 -72,01
<br />N/A N/A
<br />5' 3"
<br />2 (BOTTOM)
<br />8'-8'
<br />WXWUW 0A f6WmN
<br />M,4 PNet, tnD,l1
<br />Mral� M� AtOt
<br />PIMSNAE IW7LRO
<br />(IW>)
<br />L• M3
<br />16K IECwNS)
<br />C
<br />,ISM. 72,6
<br />Y-d'
<br />t 3%A"
<br />uaGltm
<br />SEE BIER_ 15 TOR ANCDAS TYPE A, SPACM FDA INSTALLATIONS INTO WOOD PMEE BUI DIRIL
<br />UM" ANCHOR SWINGS NO MO" EDGE DFiDMN£ AN 0434CMD ON TMS SCHEDULE, FUR
<br />C.D. LESS THON MWATED ON SIMEDLRE REDUCE ANCHOR SPFCWG D BY mutLvitr SPAcims
<br />SHOWNON SCHEDULE BY THE FOUD04G FACTORS. "A THIS OPERATION TO R Pam£,
<br />REDUCED SPACING OBTARED USING FACTOR SHALL Nit BE LESS THAN LDMAIIAi SPACING
<br />WINIXIED FOR EACH. ANCHOR TYPE AT NKHORS tBUNO..
<br />AIBIIDR TY►!
<br />1/4-it1/4'o
<br />1/4""•
<br />7/k'.
<br />1/
<br />TN'aWY
<br /># ttwenp
<br />FINALS to
<br />oilK-M
<br />AaL. mowSWIL.10 (w)
<br />3
<br />3
<br />3
<br />3
<br />•MIIWy6P4t M)n,}
<br />3
<br />3
<br />3
<br />3
<br />O
<br />RAW IIY6.OAT
<br />3
<br />3
<br />31/2
<br />-3 /1
<br />4
<br />AwA CBr om011 om
<br />FFeL01I
<br />31
<br />1.00
<br />-
<br />trOp
<br />(VALID ONLY FOR
<br />AS PER SECTIONS 1 1HRU 10, ON SHEETS 4. 5 & 6)
<br />14UMN ACHORS SPACING FOR F_)A . 3 1/rMAXIMUM
<br />-
<br />01sb. DESIGN
<br />YAPCON...
<br />- CF YM-•CRP.
<br />CALK-M
<br />PMNLWIE FEMME W
<br />PANDANIE PLUS
<br />SOLID SET
<br />APPL6GEYE TO
<br />SEOnow f a
<br />MAXIMUM PANEL
<br />KITING
<br />(P•.•1.)
<br />m fAFNCRE7E
<br />m
<br />CONCRETE
<br />BLOCK
<br />m
<br />TOCONCRETE FANCRETE
<br />BLOCK
<br />toCONCRETE
<br />7tl
<br />CDWAM
<br />BLACK
<br />TOCONCRETE
<br />70
<br />CONCRETE
<br />BLOCK
<br />TG CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />-
<br />TO
<br />CONCRETE
<br />NWCK
<br />ANr CORMNNION
<br />or THEM
<br />LENGTH 1` (6.)
<br />6"
<br />N/A
<br />N/A t N/A
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6"
<br />4-
<br />N/A N/A
<br />6"
<br />6'
<br />/'
<br />6'..
<br />8'
<br />1•
<br />N/A.
<br />N/A
<br />1 (BOTTOM)
<br />1'
<br />N/A
<br />N/A N/A
<br />8
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />NIA
<br />NfA. N/A
<br />6'
<br />N/A
<br />5'
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A:.
<br />2 (BOMM).
<br />55.5, -720
<br />1`
<br />N/A
<br />N/A N/A
<br />-REF/A
<br />1"
<br />N/A
<br />6'
<br />N/A
<br />s-
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>7-51 TO W-E7'
<br />OR LESS
<br />.
<br />4'.
<br />N/A
<br />/-
<br />6"
<br />6•
<br />6•.
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />a"
<br />N/A
<br />N/A N/A
<br />6`
<br />N/A
<br />61
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />-
<br />7:(TOP)
<br />v
<br />e
<br />N/A N/A
<br />6'
<br />6'
<br />8"
<br />6`
<br />6•
<br />6'
<br />- N/A
<br />N/A
<br />4. & 7 (BOTTOM)
<br />NjA
<br />N/A
<br />12 1f2' B 1f4-
<br />72 i/2-
<br />6 1j4-
<br />6 1/4•
<br />6 1/4-
<br />6 1J4'
<br />6 7/4'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />80.0. -53,5
<br />N/A
<br />N/A
<br />12 1/2' 1 6 1/4'
<br />12 1/2-.
<br />6 1/4'-
<br />8 1/4"
<br />6 1/4.
<br />6 1/4,
<br />6 1/4`
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />8'-r T0. 11'-v1
<br />55.0. ^12.0
<br />N/A
<br />N/A
<br />6 1/4" N/A
<br />6 1/4`
<br />N/A
<br />1 6 1/4P
<br />6 1/4-
<br />6 1/4-
<br />6 1/4`
<br />N/A
<br />N/A
<br />8 (TOP/0011" )
<br />8'-1` TO 11'-2'
<br />N/A
<br />N/A
<br />N/A.. N/A
<br />N/A
<br />N/A
<br />N/A.
<br />N/A
<br />6 1/4"
<br />6 1/4-
<br />.
<br />6 1%4'
<br />6 1J4"
<br />-a.. g, 10 .(TOP)
<br />43.6, -IB:D
<br />6'
<br />4'
<br />N/A N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />1"
<br />6 1/4'
<br />6 1J4'
<br />6 (BOTTOM)
<br />OR LESS
<br />6"
<br />4"
<br />-
<br />N/A N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<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 N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />& 1/4"
<br />6 1J4'
<br />6 ij4"
<br />6 7/4'
<br />-30 (BOTTOM)
<br />SEE SHEETS IQ 11 AND 12 FOR ANCHORS TYPE ! SPACING FOR INSTALLATIONS INTO WOOD FAME BUILDING,
<br />MINIMUM ANCHOR SPACINGS AND MINNAM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR ED, LESS
<br />THAN INfS TED ON SCHEDULE REDUCE ANCHOR SAACRD BY MULTNLYING SPACING SHOWN ON SCHEDULE BY
<br />THE FOLLOWING FACTORS, FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTNNEO USING FACTOR
<br />SHALL NOT BE LESS THAN MM" SPACING INDICATED FOR EACH ANGNOR TYPE AT AMOHORS LEGEND.
<br />Am" Tm
<br />1/re
<br />1 A'.
<br />1fv.
<br />1/4.
<br />1/4'.
<br />7/V.
<br />TWWxMf
<br />a TAP -ow
<br />D
<br />tAiii-IN
<br />ww-SIT
<br />Mh ANCOR SPACIHD OWd
<br />I�[P.RHRM4M1 DaMtz)
<br />7R.P:.MMi 4+w.4 6MeA (wJ
<br />3.
<br />3
<br />1 3 1/2
<br />1 A 1/2
<br />1 4
<br />3 1/2
<br />AEIMIL fa. IMK MMMX
<br />F A'C
<br />T 0 R
<br />t t!2•
<br />.ss
<br />.3s
<br />-
<br />-
<br />-
<br />21
<br />.•
<br />-
<br />-
<br />i0
<br />O.R.7
<br />3 ,�•
<br />-
<br />IRO
<br />-
<br />IAO
<br />t-0o
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELS(I
<br />INTO EXISTING WOOD STRUCTURES
<br />/
<br />do
<br />I,{ P lhtp PANEtAU1TE'PLUS
<br />14-10 PANELII.TE PLUS
<br />(/ 4'
<br />%�'THR 1 a.N R 1 7
<br />jj
<br />} 14-fa PANELMATE PLUS
<br />E T 4' f 1
<br />TFIR£ADED PENETRh71OM M
<br />THREA[iE0 PENETRATION m
<br />E7(iSTING HEADER
<br />T
<br />WOpD l{�Aq ER TtRYfADED TKRI m
<br />�
<br />... EO05nNO LEADEN
<br />WOOQ
<br />` :• f
<br />... WOOD.
<br />REOUIREa EAISARO WT7aD' HEA007
<br />zl
<br />a•
<br />t t MIT
<br />LOIN f STUD0
<br />i 6 1/4• ce.
<br />i
<br />/
<br />f� a d W oA
<br />P
<br />41
<br />J i T�
<br />t
<br />WOOD HEADER 1 i WOOD HEADER
<br />READ I J Mn I /�T RMU14CO
<br />1 I I
<br />f t 1
<br />/ 1
<br />r
<br />0
<br />}
<br />_
<br />r
<br />SEL SCIAOE ON -;
<br />BEE SHEET A ON
<br />TEE SCHEDULE OH
<br />6TA+i. 1
<br />--..-.- ..- -*-- ''--- Amu PANEL LENGTH
<br />TO
<br />.^.- .•-Off`s..-."'9 Mnx. PAH11 LQIGiH Moc PmL
<br />�1{a4-2ars•S„g:.
<br />t/4Y-2o{S aS,� (SE£ NOTE t)
<br />, (SEE
<br />LENGTH
<br />NOTE 1) 114Y-2wt1 3.&. (SEE NOTE 1)
<br />t
<br />r
<br />I
<br />!
<br />i '
<br />A
<br />t • 1
<br />r OF 1'
<br />'s 11AN
<br />i OF
<br />i MAIL
<br />I •
<br />4X#M'
<br />T �
<br />11
<br />M i i
<br />1
<br />uMr
<br />NERI STIR •
<br />Q,
<br />• 12
<br />_
<br />}
<br />Ea ((
<br />£v. 12 t OL
<br />i
<br />�.__
<br />•
<br />2'x4` WaOa }}. 2'94" WOOD PE+1% ; ) 1 L_
<br />1f4'I LAG SCREWS
<br />2"s4' WOOR..P�[t L.,.1 t i .M MIL. THREAa£D
<br />HPµ„ k4-TO PANEtMATE PLUS
<br />REWIRED t 0 6 T 4'.. O:C» W/ i 7Ja• R£4UIt£0
<br />l
<br />:.
<br />1
<br />REaUBS}} , k : P6YtETRATN)N AT
<br />° MTOWRTTH OP PUfi£
<br />W's If W`RNTH PENETRATION U
<br />I
<br />j 1/4`1 LAG SCREWS O
<br />t_
<br />1° aD STAaa£a:ED w/E
<br />STUD W 1 1/2- MN.
<br />REOF RATION
<br />) I 1
<br />j
<br />DIRM BUNTING INSTALLATION
<br />w4 ATTH MOW PLATE
<br />TERNATIVE t!WDIRECT MOUNT
<br />SCALE 3/6-,"
<br />NQ INSTALLATION DIRECT
<br />MOUNT NTING INSTALLATION
<br />LLDLES:
<br />SCALE 3/8-1`
<br />SOLE 3/8-7•
<br />1. INSTALLATIONS FOR ALTERNATIVES SW, BIN & IOW ONLY VALID FOR
<br />BUILDINGS WITH ASD. DESIGN LOADS UP TO 443.8. -48.0 p.M.F, AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />.., r+/4ySS.
<br />2. FOR NEW WOOD FRAME CaNSTRUCT10t4: W000 MEMBERS TO BE SOUTHERN
<br />,yd` ...
<br />-Q•,• CSF�'y
<br />PINE N0. '2. W/ SPECIFIC DENSITY OF 0:55 OR EQUAL.
<br />y v to
<br />FLORIDA BUILDING CODE (High Velocity Hu
<br />no Zone
<br />NOTE FOR DU ._ •TION OF GCTIpNR•
<br />No. 41 x
<br />mma ri Ew. Mr 20 GAGE GALVANIZED STEEL STORM PANEL
<br />r,
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />if
<br />=
<br />A;•
<br />'9 " -
<br />3 0'•.. F1 RID
<br />.� GLOBAL PROTECTION PRODUCTS, U.C.
<br />4-S C C ENO. 4.00 3.W. 61 STREET.
<br />nw1N sr.
<br />Inls4/2Gn
<br />a,e
<br />_
<br />,
<br />+qA r(' •, , ...!/
<br />F
<br />COWMNY AWE: 2 S31a
<br />1?b
<br />L� `•,•F
<br />/T U� Nlf I
<br />NI.t
<br />A L 31w l fk %5 NAM iW0w8 I, 2MY PHONEt4aEi6�-74iS FAY: (064)m-v97
<br />- rts am A- 6N. N„ 174D IN-tSii_ ..
<br />20-
<br />!!N i41MHa AyBGNANRF./CME
<br />is 4Mw WNWNN .a e4w aP.wM. eee
<br />A t '-
<br />ORAAYYO Ho:
<br />.6
<br />4"'V T609D°71FT IE:
<br />SWOt 12 OT b
<br />INSTALLATION DETAILS FOR OPTIQNJ! 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />/4P AG seRWs. r AA w/ INTO EXISTING WOOD ,STRUCTURES
<br />T 1J2 Ii . tFREApEO FETE7PATDN
<br />76 ENi57WG WOOD FWADER
<br />ON & N HET�9 /L�
<br />m MR M11
<br />4LASSN
<br />X aFD
<br />1,. Ile* 'AD ECPLTRS O r O.C. W/ 1 1/Y
<br />_ 1
<br />C
<br />I
<br />:
<br />IM+. 'ttIREPDEb PENE7RATOw OR
<br />1/49.D.Y5/r LOW W.ffi SIS"D W/
<br />i/4-4-20-- SS MS• • r OA. OR
<br />1/4•F-2C PMa1WAlE FFNNE D OR
<br />PARLMETE PUS a r
<br />PAiMMEb PENETRATION TO WWR
<br />WALL i ONTING INSTALLATION
<br />ALS.ERNATyt E
<br />'JCM& 3/e' - I'
<br />1
<br />1, OW94AMDNS ARE ONLY VALID FOR BUILDINGS WRH ASP. DESIGN LOWS UP TO
<br />+535, -72A PIT AND PANEL'S LENGTH LIP TD.a'_r.
<br />L FOR E SCIn VWOOMEM IRS TO BE SOUTHERN
<br />FIE WOOD
<br />D
<br />tl�t
<br />1
<br />EO
<br />ALTERNATIVE 2
<br />ET0
<br />EO
<br />1' f
<br />1lF et�.
<br />ow Iixm
<br />ALTERNATIVE
<br />S
<br />4
<br />QD
<br />QD
<br />Cn
<br />to
<br />Or-
<br />N
<br />�--e
<br />v
<br />N
<br />d)
<br />�-
<br />�
<br />O
<br />O
<br />.0
<br />Cu0-
<br />U
<br />U
<br />Co
<br />(u
<br />fl)
<br />0
<br />C
<br />0
<br />Q
<br />o
<br />O
<br />ICU.�
<br />LL
<br />-0
<br />E
<br />L
<br />O
<br />O
<br />0_
<br />Cu
<br />�� /Jo�
<br />V
<br />CL
<br />C'•ei
<br />n1
<br />1
<br />t 4
<br />ILL.
<br />a
<br />O L
<br />N .�
<br />o (�s
<br />N
<br />'R®r
<br />y
<br />Q (L}
<br />3 >
<br />>
<br />) n
<br />E
<br />C
<br />>>
<br />ow
<br />CIO
<br />}^w1A
<br />w
<br />V J
<br />to
<br />ICU
<br />>
<br />O
<br />U)
<br />CL
<br />(D
<br />U
<br />Co
<br />O
<br />L�
<br />a-
<br />U
<br />W
<br />r�
<br />Vf
<br />Cu
<br />Lu
<br />C
<br />Q
<br />Z
<br />z
<br />Q
<br />J
<br />SHEET NO.
<br />S H 1.1
<br />
|