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<br />WALL AND FLOOR MOUNTING INSTALLATIQH FOR
<br />SPLIT PANELS • a
<br />N mom
<br />31yi, .w-r tin, 4w-r
<br />:4 �(,- -a . • 4b�`.!"'°'«I�ra, }_`WALM
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<br />a1iAElo,..k+
<br />MULLION SCHEMN r
<br />MIL MULLION
<br />wM (R)
<br />REOMW2D M..
<br />TUBE MULLION •'
<br />4• 1 Y•
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<br />MMLL[l NI Ef��•S llROM oR[INIm
<br />AIDIL' IIIILLION EAN ALiD 6E YMiM1E0 w/0 lIWRN PANELS ON 100
<br />d1 tp R TINT R / IOCATm Al TOP OR BQTIOM OF MEMYIr.
<br />►ANp. Tu6E TOI
<br />(01! oPwlo w/ r OORO10
<br />_—�uT1DN ILIMBIATIVE 1w
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<br />' "NN, WIN • OTC inam I
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<br />yNt SPLIT STORY pA ELM ELEVATION
<br />1CA4[ 1 4'-f• prwra.z 6GYE t/6 t�'➢•��
<br />AI 1•w,'� Y rC-
<br />w
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<br />SONG 1/r - I•
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<br />SCALE 1/0' - I-
<br />a�
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />LIP TO +56.5. -72.0 p.s.t. AND PANEL'S LENGTH UP TO 8•-6'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP s BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUM ANY
<br />INSTN.tATION.
<br />COLM ! FLOOR MQUNTMI WALL !BOOR 110UNTRAO
<br />INSTAt1ATN�11 _ ALTERNATIVE lw D/.4TNlATOD1/S - ALTElMATR/E
<br />(SECTION AT TOP IS LIMITED TO +Oa6-A.0 MAX. SfiME: ,N' . 1•
<br />A.S.D. DESIGN PRESSURE RATING)
<br />RILE: 1/P - 11
<br />3 .Iwn
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<br />RISTALLATION - S[CEION AAW
<br />WALE. Ifir . 1•
<br />collam IE AA moo OOTIORR Ammon IN 00,001<tt NCNMS: am Mu N ow➢1 14;
<br />(all scmclu t W (aa SCHOW aN rM woao analr 2a SSOTWN N 2W ,•
<br />Wet? N) ` sw 14) : ,. ' k 1W/15
<br />1/1 214, 24/4, 3/4 N 4/4 ,. 2 k,w/,s ,•,,,.
<br />.sw*FTAARD OOI,oRR _._ _._ Jl00 1 MIL.
<br />1 Jim-- - 1 J.2
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<br />/µ1DwC .,
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<br />• oW
<br />ri:', l• /,>:: i � I � i � � � 140[WS 1/u 1p6Y0E t00RI0M
<br />M I AT 41/ PNL3n
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<br />RImI•o
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<br />t, 2, k I,MI/,S 1, x k 1W/15
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<br />r i ALtERN4TE lW
<br />I
<br />PANE L
<br />. ! ee•L
<br />AREA /NO NNE SAFflY PAILS
<br />- 7.• W II,AIUS w/ Ial
<br />(SCE 16ELOW)
<br />WETY PIWAIIE _J
<br />w /o RM AR TRACKS
<br />(SEE NOTE I
<br />omcwm MIGNON
<br />(•ME
<br />ii ;� / f rl,:l.,t / % /
<br />..
<br />OeAA Mm
<br />SELDW) • LIST P1MR1 m TO SUE 34TNJED AE
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<br />PpNlm OOCINW J�
<br />1'LowfACUfARATTAMW1T1011 NTOCN
<br />y4 AmtAAlln
<br />To V N61NJt0 N NCMDVW FROM IRBOE
<br />(a"
<br />9TRUCII TIE
<br />i
<br />ON
<br />ELEVATIWALL
<br />MQUIlMUG
<br />MTAUAWN WALL AM
<br />SCALE 3/32•-1-
<br />- SE(:TION
<br />1 SCALE;- 31r - I• - SECTION 2 ECALEI 3/8' - ,'
<br />��'2�LL
<br />, 00a.
<br />/e M.. w
<br />• 1 • lAr M.. -
<br />NOTTS ON Lim Y SIMM a.•TIN AW IATIDM •
<br />ov
<br />1. LRE SAFETY STORM PANEL CAN BE EOCAIED AS AN ENO PANEL (Mr 01t LAST PNIEL)
<br />)
<br />_;.
<br />_ --
<br />OR AS AN MTEAIDR PAMEL (ANY PANEL LOCATION IN BETWEEN END PANEIt .
<br />1T pOIE 1 PMvs (N.� sW
<br />LIFE SAFETY PANELS MAY OR WY NOT ■ INSTALLED ADAA" TO REOU PANELS
<br />(W/ OR W/O REG" TRACKS)
<br />PNo
<br />•� ,)
<br />2. LSE 6NETY $Tp1� PANa CONSISTS Or D.OM* OALWAZED STEEL STORM PANEL AS
<br />SECTION 8-0
<br />PER COMPONEM m. SIEEY 4 OF ORARINO.
<br />SCALE 3/32•-I•
<br />I74K ►AHEM ALLOWS OSI F iD BE R0^0 OR INSTALLED FROM THE N451DE OF
<br />STRUCTURE.
<br />Jr. LIFE SAFETY P REOURES TOP TRACK TO BE COMPONENT mk BOTTOM TRACK M
<br />W As PEIE SHEET 2 OF THIS DRAWING.
<br />COI = W SKTN.LW WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k
<br />HI�
<br />LtyA A:•• unl
<br />Vf✓'','•_4Z
<br />2 ON THIS . AS WELL AS DETAILS I k 2 ON SHEET 14,
<br />FLORIDA BUILDING CODE M Y NI
<br />4. Mtn. lEtNOtH FOR coMPdLM(t ®®a IV.
<br />MUM. ANCHOR SPACING FOR CONV O W ®ANCHORAGE AT BOTTOM 5 GIVEN ON
<br />SCM CDUUIX k 2. SH¢T 14.
<br />�• ,R
<br />:
<br />p°7° x'•O•' e
<br />20 GAGE GALVANIZED STEEL STORK PANCI
<br />COMPONENT MAY BE PERMANENT OR REMOlABI.EGLOBAL
<br />5 SEE OITALS fall INSTALLATION WIO WOOD FRAME BUU MGS ON SHEET IS.
<br />*
<br />..pp. -
<br />' I
<br />•iI�•.,.
<br />IL G O
<br />PROTECTION PRODUCTS. W
<br />OR
<br />EEC.
<br />4Fm LW e, 3111Qt
<br />WW' � 'WL•
<br />6 SEE SHEET • rOA DETAIL APPUCAB E ro THE NECCUIIY MR THE INPAIATCH OF
<br />N S NAM•
<br />-•rMA
<br />N1 3W
<br />" �Iq•N,•'k-'Ille. row
<br />wsC aw)Fr-Taa rat"6000-sw
<br />SPACERS AT 7RACN3 INSTALLED Ap,AtoR AND BEYOND TO STUCCO/W000 BANGS.
<br />'M'
<br />..-. A.. _Ia
<br />a
<br />m•
<br />Pl pN/IOWTIR/61TL
<br />1-001p11WT 1'r. Pt
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<br />UNIOLMS
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<br />>7'-r ro r-r Mu
<br />2 3/4-
<br />1AlM.tm
<br />1 11•I e a 7
<br />.Rea. -rLn
<br />>IV ro „•-r IIN1.
<br />2 1/2"
<br />'
<br />0
<br />.43A -4LO
<br />Ir-4- M LLM
<br />3 ,/r
<br />AT OLF)RAPS
<br />A • a ,0
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHERM FOR REGULAR STORM PANELS Cti t 8 WSTAIIATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />AMID ONLY FOR ►ANRSnk ((Ai MaSfAILAIIWA At PER S13 nM I TIM 7. ON >MWM 4 k S1
<br />MAIIMN As.Q
<br />aE31a11
<br />MTYIa (Pal,)
<br />WWAO Noon IMu,O FOR LP.. , 11rAFPLCWZ ••
<br />SE[TOIR / i
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<br />To OMKW
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<br />00 tE
<br />l0 OONOwT➢
<br />ObRKiE
<br />10 ORRJNR
<br />10
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<br />N/A
<br />N/A
<br />v
<br />N/A
<br />r
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<br />I•
<br />NA
<br />1 MM
<br />••
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<br />N/A
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<br />N/A
<br />N/A
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<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />2 Mon"
<br />.6A•• -72.0
<br />r
<br />WA
<br />N/A
<br />N/A
<br />r
<br />AVA
<br />r
<br />N/A
<br />r
<br />N/A
<br />3 • 4 (TOP)
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<br />r
<br />r
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<br />3 (al7nar)
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<br />N/A
<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />7 (1O1)
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<br />N/A
<br />NN
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<br />r
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<br />N/A
<br />„/A
<br />12 I/r
<br />• 1/4•
<br />1! 1/Y
<br />S ,/4'
<br />• 1/4'
<br />6 1N•
<br />• Ile
<br />a 1/4•
<br />s Oy/g7gM)
<br />I
<br />INE fl/Ela 10 k 11 FOR A/KTWM! t,P[ • anraN FOR PIalA11AlWIN Arro MM1M rMM[ SUIO.10.
<br />IA•1• A Now SPACIM AI/ UNION W 011114E An M omm N "a "tau FM LA LEW
<br />TNW MCM AIN N a 01" "M maw OVA" a MLAJ^vw ,w3al Sam N aWmul n
<br />TA FOLLOWS AACWM roe" otwm To It Pp66SLC Lmuem W4at➢ alum Uwe "Z M
<br />OVAL NOr M ,OS TNN WWW 0110E I MIS Fa EMI aCNN 1N3 AF AICIOM U K-A
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<br />W/ I/4'P-2aw' 91 MA • { we ac.
<br />IM ►N,W LOIONi to ro e'-r NW a
<br />'✓ I ! I ,/•' ac roll U8i11I UP ro r-r M•,
<br />.� N 0,4-10 FAWAINIE MUMZ 1D N
<br />FANDA'An PLUS 0 1! , a a YAII 1
<br />1 7' MM THINAM A7
<br />9A UP To 6000 m,. IBA
<br />nL LOrO1N UP ro s•-r M..
<br />DIRECT
<br />ALTERMTMINIMPUM
<br />SOME 3 1•
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS 'NTH A.S.D DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PAAEL'S LENGTH UP TO W-B'
<br />2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD LEMBEAS TO BE SOUTHERN
<br />PINE N0. 2. W/ SPECIFIC DENSITY OF 0.53 OR EQUAL
<br />ROM MOUNTNOS CAN BE
<br />IN ANY WAY TO SINT ANY
<br />N.
<br />-_.AT END
<br />STUDS r 1
<br />am
<br />T�1 IgID •I
<br />Q
<br />INSTALLATION DETAILS FOR REGULAR PANELS(l)
<br />INTO EXISTING WOOD STRUCTURES
<br />A
<br />� } R 6LL11itii •s��'o66'"'"to6oL
<br />, i
<br />rot
<br />�-10
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<br />l✓
<br />) I
<br />1
<br />I
<br />•p
<br />1
<br />1 �
<br />}
<br />ALTERNATIVE
<br />1 W
<br />SCALE 3h-1•
<br />E
<br />LSD k LLlwEeS� . 1
<br />;--
<br />ro TAM
<br />I T1
<br />",IA
<br />EO
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<br />�I'
<br />I 4 ,YA
<br />j f', i/ �yAl'Li% iwoer °t
<br />kl
<br />TEMATIVE 3W
<br />&RNATIVE 4w
<br />r YM' PUtt • IasiM,r MATE
<br />1
<br />K uN AHS IA14lT111 rT1ALAM
<br />SGNC 3/B-,'
<br />S�lI 1
<br />TWIT : SMUTTER iRAO1i NOT
<br />Elam
<br />T110MN TOR
<br />!CAE 3A-1-
<br />cum"
<br />ALTEWMIE
<br />AT END PANEL
<br />(t2 1/2' 0. C.)
<br />TO NO(((/D�/UfEMNEL
<br />Y
<br />� /4• BIT 11 W IIRONOR PANEL `kTID PA/Kl
<br />lLC
<br />"`sl•Ac•/'IrllD'o sIACR �
<br />1 •-a' Mln
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />ttcALE 3/N' - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.a.f.) AND CORRESPON01
<br />MAXIMUM PANEL LENGTH `LN SCIjgQulRg
<br />LAI'PL'r'•R'r aLY ro aaBclDws , k 2�(((I�RFO A,311 )�(T7`r sterol PArri
<br />A3A
<br />Iansum
<br />(_IA
<br />TNDON
<br />Or W-MP
<br />am"
<br />AN61MR IIXU 0
<br />POSAML NL6
<br />MWUw" to
<br />yCICNf 6 k
<br />1>atslNltaN
<br />a SEWN
<br />MNMIW ►N16
<br />LtaolH i• (IL)
<br />TOCONNICIt
<br />ROW
<br />ro
<br />aaNclslE
<br />ro
<br />aolcRnl
<br />WOW
<br />m
<br />aaWa7E
<br />WTO
<br />OIaW
<br />59,6. -710
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />G'
<br />N/A
<br />1 k 2 )
<br />5'-0' OR LOSS
<br />p•
<br />7'
<br />S'
<br />{'
<br />S'
<br />1'
<br />S'
<br />1•
<br />S'
<br />{'
<br />, (BOTTOM)
<br />.S&O -72.0
<br />6•
<br />WA
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S•
<br />N/A
<br />6'
<br />N/A
<br />, k 2 (TOP)
<br />S'-0' tO T-6•
<br />S.
<br />O•
<br />Y
<br />6'
<br />S•
<br />7 1/2'
<br />{•
<br />S'
<br />f`
<br />6'
<br />t MOM M)
<br />+56.0 -02.tl
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5'
<br />N/A
<br />6•
<br />N/A
<br />I k 2 (TOP)
<br />Y-6" TO r-6'
<br />6.
<br />4.
<br />6'
<br />8•
<br />6"
<br />6`
<br />6•
<br />S•
<br />i'
<br />I'
<br />1 (BOTTOM
<br />MASM41A
<br />PRpaAW
<br />1 aiw a IN w "M TOP a Nan
<br />ew I me 0 r w Rol w Mr A"
<br />/ e0
<br />COAINNATq
<br />MNgYUM PANQp,
<br />1271O7H t' (R)
<br />-
<br />Chl -
<br />COMUM
<br />OF THEM
<br />42.2 -01.5
<br />a• ,•
<br />4 , 2' 4 , 2•
<br />2 (BOTTOM)
<br />71-C OR LE3s
<br />+521 -6{.0
<br />3• 3'
<br />4• e
<br />2 (BOTTOM)
<br />r-I. OR LESS
<br />+65.0 -72D
<br />2 1/2•
<br />4- I 3 1/2"
<br />2 (BOTTOM)
<br />r-B- oil LESS
<br />+Sb.O -7L0
<br />2 1/1' 2 112•
<br />N/A N/A
<br />2 (tIOTT04
<br />7'-6• TO 6
<br />+55.0 -Y2,0
<br />N/A N/A
<br />!' Y
<br />2
<br />ro r-6'
<br />J�ENSE•�
<br />No. 44167
<br />utmw A•aWF,IOIaw
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<br />N/A
<br />N/A
<br />0"
<br />N/A
<br />6•
<br />N/A
<br />0'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />S'
<br />1'
<br />N/A
<br />N/A
<br />6'
<br />Ir
<br />6'
<br />6•
<br />6'
<br />e'
<br />N/A
<br />N/A
<br />t (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 />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6•
<br />WA
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />5'
<br />N/A
<br />b•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5. -73.0
<br />Ii•
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />3 k 4 (TOP)
<br />a7'-b' iT) 6'-6•
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<br />6'
<br />4•
<br />N/A
<br />{'
<br />S'
<br />6'
<br />e'
<br />6•
<br />{•
<br />N/A
<br />N/A
<br />3 (wrroM)
<br />6•
<br />N/A
<br />k,22'
<br />N/A
<br />6•
<br />N/A
<br />{•
<br />N/A
<br />/•
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />4'
<br />N/A
<br />6•
<br />S.
<br />6'
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />N/A
<br />WA
<br />6 1/4-
<br />12 1/2•
<br />6 7/4-
<br />6 1/4'
<br />6 1/4•
<br />6 1/4'
<br />6 1/+'
<br />N/A
<br />N/A
<br />5 (tor/BOTTOY)
<br />60.0. -b3.3
<br />N/A
<br />N/A
<br />S 1/1'
<br />12 `/2'
<br />6 1/4'
<br />6 t//•
<br />a 1/+•
<br />6 I/4•
<br />a 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOT70Y)
<br />'-B' TO 11'-2'
<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 s/e
<br />6 I/4•
<br />6 1/4'
<br />6 1/+•
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />6'-6' 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 />N/A
<br />6 ,/4'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4•
<br />B. S. 10 (TOP)
<br />43aL -10.0
<br />6'
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />t'
<br />61
<br />6 1/4•
<br />6 1/4•
<br />$ (BOTTOM)
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<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
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<br />6-
<br />6 1/1•
<br />6 t/+'
<br />S (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 t/4'
<br />6 1/4'
<br />6 1/4'
<br />10 (BOTTOM)
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<br />PANEL'S LENCTN UP TO 12'-4•
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