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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR �4 •" oAWH � � .
<br />SPLIT PANELS d WD > CONprF " an AL N A•
<br />C
<br />HAAMM i "7
<br />,• ,. M A NR. I I
<br />-Ln 6/144,INrnl !L r �•
<br />® f.- L� It1AIM I W21nNH41r[ar ti
<br />+• ". ' :-!•---~ ' nuDiaD,' 6NY1 \ r ro R°OiNRssl wto/�' 1
<br />1A1/I! co. R ,6COim 'm.°n °I°I" 1
<br />DETAIL I 4 1 + 1
<br />W.�,FHD
<br />An.II
<br />O f aAi'Mrr�.'-S
<br />HY 61
<br />tlNg W49
<br />1
<br />N.x IAIWL
<br />4'
<br />MR
<br />SCJU.0
<br />ENu�i
<br />ENL =
<br />YUUWMI
<br />SF`HMLE
<br />IIiAO
<br />GALE M006
<br />[ 11OIRALl
<br />IV4i1 .
<br />• SPATS ,LID IO: �D. O[SOfIF RfEsIWF MTNO
<br />sOKE s ,•
<br />NOTE: MULL,, dN N50 5E W16INIlEO W/0 STORN PNIOS nN 10P
<br />a PANEL �aPE�A11q iI% TU6�[ � i lOYI� Sorrow IK ,XO4N0
<br />INSTALLATION - AL.TERNATIVE I W
<br />SCALE. 1/4' - 1-
<br />V• MULLION
<br />SPAN (TT.) •
<br />REO IRE'D w
<br />TU E YULUO" "
<br />4 A'-6'
<br />2". a• • 1/r
<br />a 4'-4• to V-0•
<br />r. 4'. 1/a•
<br />s'-6. 10 6'-to'
<br />2• • D' .> !r 1,1.
<br />< 4•
<br />> r-to• M W-r,
<br />2'. &*. I/r
<br />1 I
<br />IN
<br />M4I.P • ps,WnlM/ > WM llv0
<br />IS, 46,/ - tI
<br />I CORAL !
<br />I
<br />\.
<br />l
<br />i+
<br />• • _'._ �` - MLIlON fINH • Ia MIMILN S•I �.,
<br />SECTION Y-Y \ �pM SPLIT STORM PANF�
<br />VALEELEVATION
<br />ILE 1/4'-t' PN brl2 &'x h.T!
<br />r 7
<br />�' E • M' UL
<br />1 i
<br />1 NIMULLAUN - MnWATM SW
<br />SCALE 1/4-
<br />°" 1
<br />' nLT A4
<br />Y fAOf W r .a
<br />MN MDTALIf�O >rMAMIW
<br />WALL MOURTM
<br />1NSTALIAAT111E 2W
<br />SCALE: 1/r - I-
<br />NNOTES,
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.s.r. AND PANEL'S LENGTH UP TO 8'-8-
<br />2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />ND1EME comaWATK)Il OF SECTIONS:
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />comm" afew 6 COIOKiE AICHM
<br />(6R aP ul!'14H))� \ (THEE e0 SHM IrM�
<br />y Pomo CKOOOtll'uttU. 2Sp•
<br />[WWWm 1 `• t.A.
<br />auWD p \• I
<br />• I'"` �fOID4E ! = TINE sOKDIKE�
<br />FM v F011 1 1XI4
<br />IMTW 11
<br />1 �o � rNLFr 12 }i2o.c. yaay I ro ouc mo 12 1`/2�'o.c a
<br />) _ T •'« �/ M D/e• Y- (EASE Q , 44.11•y�KrctA1E
<br />�%1•)'l- I TO • / t/x' o,C, `MMMM (!Q OLT 2/T4) I 70
<br />0 12 1 0t b&i
<br />M COKCRIM S
<br />aOQ1VALL
<br />M01S0
<br />(SEE s1 c"I ONJ •J V•, COI,OIItON)
<br />sHEEr 1•) PoMWEO 1,]IIL71[7[r J
<br />I:enL AD1AINo `oHCm7`
<br />[[ ON
<br />A ! jy1•
<br />SIM 14)
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN
<br />SECTION 1 SCALE, 3/8' - I' - SECTION 2 scALE: 3/r - r
<br />(IQTES ON L6F .96EL'T _x*„P.. PEAL Sf511N_1YSIM' °'�^a..:
<br />T LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL)
<br />OR AS AN WTERIDR PANEL. (ANY PANEL LOCATION IN 6ETW'EEN ENO PANELS).
<br />LIFE SAFETY PANELS LAY OR MAY NOT BE WISTAILID ADJACENT TO RECU:AR PANELS
<br />(W/ OR W/0 REGULAR TWICKSJ
<br />Y. ,ITT SAFETY PANEL CONSISTS Of 0.039` GALVANMW STEEL STORM PANE, AS
<br />PER COMPONENT. SHEET 2 or DRAWING
<br />RIMS PANEL 05., TO BE REMOVED OR 0WA►LED FROM THE IN1SIOE OF
<br />STRUCTURE,
<br />J. LIFE SAFETY PAMjy RE0,161ES TOP TRACK TO BE COMPONENT ma WTMM TRACK TO LYMANU TILL
<br />OE pA5 PER SHEET 2 OF THIS 911100m. E(,�•P.:iiu.
<br />COLwONENO K WSTALLED WALL OR FLOOR MOUNTED Fo1L0W1N0 SECTIONS I t CENSE
<br />7 oN Tws SHEET. Aa pR2t AS DETAILS I t 2 ON SHEET 14. 3;
<br />4. W. LENGTH FOR COMPOIEMm IS IS•.
<br />MOVE. ANCHOR SAC. FOR FAFIPd/EM ®ANL'NORAGE AT BOTTOM 6 GIVEN ON
<br />S(MDULEII t 2. SHEET 14 * .:
<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE. pTE O
<br />S SEE DETAILS FOR aWAUAT10N INTO W009 rRAME FOU00 S ON SHEET 15,. VA. oo
<br />6 BEE SHEET 4 FOR ORAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF `J'S ONO
<br />SPACERS AT TRACKS "WALLED AGIMCENY AND BEYOND TO STUCCO/WIOGO BANDS. F44 N111HM
<br />CERL160 ! MOOR 1101111T1110 WALL A FLOOR MOONTRNO
<br />IOW L L ATNON - ALTrIMA ALW LNSTALIITNOILLt -ALTERNATIVE SW
<br />(SECTION AT TOP 15 LIMITED 70 +55.5-97.0 MAX. SCIIL• 1/4' . 1'
<br />ASD. DESIGN PRESSURE RIAT6(G)
<br />SCAM 1/4' . I'
<br />My �Fo.
<br />-INSEcT9x=_-L:_
<br />FLOOR HOLOTM
<br />ICCFALLATWN - SECTION ♦AW
<br />WALL. 1/4' - 1'
<br />MR CONORM ACOMp St SCHUXIJ M SAW 14;
<br />IPA WONT somm IRA t erAft ON sow Ie
<br />1, 2 A
<br />I � I••�1/1, 2/4 w4 3/4 a 4/4 �1, 2 A TW/15 IW/1S � I a• Ma
<br />�tL,�sM■■4IT6wE
<br />■IO■�■96�L6
<br />7i0 �1w11�ewwtl•
<br />IB■A■N■■■�■IO■�■� ■�L.TTiliiu59■aN9
<br />I '
<br />I
<br />()
<br />R
<br />R/�R■\�i).■■R■a
<br />■!.a■■
<br />■■11
<br />pp
<br />r.
<br />IF,atON
<br />W/Is
<br />ION
<br />ONTElthAlt-J
<br />UK SA♦m�PANEL L...
<br />AREA W/M0 In SOFTY PANELS
<br />LOCATION OF LIFE (SEE NOTE'KIM
<br />- . -.. I.. Alto" PANTO S W/ OR
<br />W/O REQU Aa TRACKS
<br />_.-. SAEIY PAWL
<br />(SEE NOTE I
<br />-J
<br />WLOM7
<br />° UST PAIR Q_ro H. WSTAUn AS
<br />LIFE WON SIORLI PANEL OPEN" S/Wl.
<br />WS BEmMAFRPNIrµpt[
<br />M RIlC7,OL9
<br />PANEL
<br />ELEVATION
<br />OR REYOD FWW 9W
<br />OF s11K71AE
<br />i(1)&
<br />SCALE
<br />V4• w- GAP ®®af
<br />1 .
<br />f ,/P w,.
<br />IIAP
<br />r Het" "°[ ) "✓e1R
<br />B Y; 1010°"r"AN`loan"
<br />LEE IIt1, 1
<br />SECTION B-B
<br />SCALE S/u•-r
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (O.R.fJ AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH •0 SCHEDULE
<br />Y,w a Iw Y m9 sAls, a(A A.IA III..
<br />OL,MMAA as
<br />II 7Na a (P•[t.)
<br />Nu. tA)10,11
<br />OQL N )
<br />�/�A g}ApA7p1.
<br />to CAM!
<br />.a
<br />p =
<br />IO" MIDI
<br />OF"
<br />HOA -724
<br />M--r OR LC16
<br />2 1/4•
<br />,66M,m
<br />1 TIM 6 L 7
<br />>r-4' To r-r M..
<br />2 a/r
<br />,W190LTm
<br />, TISW1 e 6 1
<br />.aea -r2a
<br />>s•-r ro „•-r MIN
<br />2 In'
<br />• M K DY0MN3
<br />- _ .
<br />.wA -4LO
<br />12'-+' Ol LE36
<br />it/21
<br />°, 0 A It)
<br />• WID M/ 1/44-ml, ss. MS L "GI All A WNW A N61UIORl OF ARM[.
<br />MAXIMUM A.S.R. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS 6) A Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(RIND ONLY FOR PANIMS M& nA WST,ILAMNS AS PER MOMS I TNRU 7. ON BNEETS 4 L Al
<br />WARWAI AS.O
<br />MSoI
<br />M(�PG (Pi r)
<br />wmna MCTOWS t►/l'MO NaR EA. _ A 1/Y '•
<br />Appluaw To
<br />urrom { •
<br />ANY aCOMRMTgN
<br />LMIMAM MAT.
<br />ID1001 i• (A.)
<br />I
<br />UP"
<br />Cr TIP -Ono
<br />NYawn Few 0
<br />WNRYLR RU
<br />,0 ODIIMEIC
<br />ODMpCK1E
<br />To COMQ[n
<br />OOr11tlYU10m TotT[
<br />10 GONgC1C
<br />CaN�1011rl[
<br />10 COK,MIF
<br />O
<br />IlLm
<br />10 O71tl[t[
<br />�MpNt[ 70
<br />r
<br />I/,
<br />N/A
<br />MIA
<br />4•
<br />N/A
<br />r
<br />/(?
<br />a•
<br />RA
<br />(too)
<br />s'
<br />r
<br />N/A
<br />N/A
<br />r
<br />IF
<br />r
<br />[•
<br />6'
<br />{•
<br />1 (LQTIOw)
<br />r
<br />I(/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />f•
<br />N/A
<br />r
<br />N/A
<br />1 (roPl
<br />i
<br />r
<br />WA
<br />N/.
<br />N/A
<br />s'
<br />MIA
<br />r
<br />WA
<br />r
<br />NJA
<br />2 Oprt M)
<br />•OILS.
<br />M LRS
<br />---
<br />N/A
<br />VAIr/A
<br />1.M/A
<br />r
<br />wA
<br />r
<br />-
<br />N/A
<br />i
<br />3 .. (Tor)
<br />' rLC"-r oR t
<br />s'
<br />f•
<br />N/A
<br />N/A
<br />1•
<br />e'
<br />Y
<br />r
<br />6'
<br />i'
<br />3 (em,Cwl
<br />r
<br />N/A
<br />VA
<br />N/A
<br />r -
<br />N/A
<br />-0, w I
<br />N/A
<br />7 (T01,)
<br />s'
<br />6•
<br />WA
<br />N/A
<br />r
<br />s'
<br />r
<br />s`
<br />iF
<br />6•
<br />1 t 7 ('601YO0
<br />N/A
<br />M/A
<br />42 1/2'
<br />a 1/-'
<br />12 ,/r
<br />a 1/0
<br />S I/•'
<br />s I/4'
<br />6 1/•'
<br />s 1/4'
<br />D ( /aOrTIAI
<br />SIX EII M 10 A 11 FOR AIC"Oft TYPE L WPM PO,.6WWYNS WID NO FMAE ENp,I
<br />1W414Y mcial1 1I00011 AM YIIYN WK 067NC[ Am momw am TNi 1XIlm" FOE to. LEN
<br />THAN IS4•A10 a1 IC.WIAE IUuC[ *0410 /AOsO M WARP." el'AOTW 910O/ M soft,[ a
<br />IRE fW WSS FFCPML Fell US aLVRON TO K MWILE, MICIM PACING OWOAD VR6 FACTOR
<br />SHALL ,10� K LIU TOAM 1000W II 111 O W INKAID F06 FILM MOW ITK M ANCHORS MKW,
<br />D1wO 1R
<br />Val
<br />IN1
<br />t/PHI
<br />/H>•
<br />.1/4'.
<br />,H•4
<br />IHIPWII
<br />a lie!
<br />DNA•.
<br />1NCm
<br />41
<br />6 0" van ch.)
<br />,
<br />3
<br />It
<br />f 'n
<br />3
<br />W^ KA Ins ww"
<br />WOW
<br />_. ...
<br />_-
<br />,m
<br />-.• A H
<br />_-
<br />tA0 -
<br />-
<br />- ,Ap
<br />HAD
<br />1/4- ROL L a/I' LOW 6RAn KG MO W/
<br />tN4-20Ar S! MS 0 6 Ile cc. FM
<br />1401 LUSTIG N TO r-r 0*0 4 1/4. ac
<br />ICI ww" OP 70 W-W w.. an I,M,a
<br />Fw4LWM IDMt S ORAmmmyt PLA 0
<br />71
<br />"
<br />= 0. C. WITH I In• Mk VHFMAOCD
<br />TON
<br />M1
<br />70 NfAMP MR ALL 1.9111" 11►
<br />r-r wN
<br />L
<br />I
<br />I
<br />i
<br />1
<br />j I
<br />Ij 1
<br />I
<br />1
<br />1
<br />�yi�:i:L`iiii i"i♦
<br />mms:
<br />1. INSTAiLAT1(NS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANn'S LENGTH LIP TO V-9`
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR E.DUAL
<br />N{jjTE POR [OLIBItIATION OF SECTIONS:
<br />TOP ! BpROM LIDUNTINGS CAN BE
<br />COMBRLEO IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />-J1 --A v2- --_..1 .. --AT
<br />STUDS 0 EVERY
<br />aMEaLAP
<br />(12 4/r OCJ
<br />,b H11xo 1>ANEL
<br />INSTALLATION DETAILS FOR REGULAR PANELSC7b
<br />INTO EXISTING WOOD STRUCTURES
<br />i
<br />" ii
<br />& (A
<br />I
<br />I
<br />I
<br />iIrl
<br />EO
<br />EO
<br />�
<br />to
<br />(. .
<br />I
<br />1
<br />' ALNR�
<br />'
<br />i
<br />A�mIWI'm'•'
<br />R' eul["DUN
<br />p_
<br />E
<br />LLZEAiA
<br />1lIIL �(A �Il! L (
<br />ALTER"TrVE
<br />-
<br />RCAF 3/M1'
<br />SCALE 3/9-1•
<br />Sat 6 I
<br />- raS`ip"WwiFRAn"K'
<br />M
<br />1 a 11 , OS
<br />Ea
<br />I
<br />I
<br />EQE
<br />1
<br />,
<br />�
<br />E __
<br />I ..gin---i..•
<br />I
<br />.
<br />LSo
<br />i
<br />,,
<br />IWaL.w
<br />�y
<br />IMaMm
<br />4 6.a
<br />. ' .' _ _ ; �7 r�i•wr•Afe•R r °r4MenlaiaNALTERIIIATIVE
<br />..
<br />SW
<br />ALTERNATIVE 4W
<br />i5A• Urt a tWr6IH OF Aux
<br />SCALE 3/4.1'
<br />SC/ME 3/8-1-
<br />IIcLRMEn
<br />K ••NA A./. Iu4fTAA I AMII.uNOTE
<br />: SHUFTW TPACICI NOT
<br />FRAME
<br />SHOWN IN CLARITF
<br />__ , (NISI
<br />I/4' SEE SET WIENOR PANEL ENO PAAEL
<br />•1 ®OR I SFA60LAE /t : SOII9IAE (♦1
<br />/ - _a•...� FOR 11MANCHOR ANCHOR
<br />.
<br />OR OR1M moon NVZM SPACM
<br />1•-Y CON.-.
<br />DETAIL 1 : WALL MOUNTING INSTA�j/IT10N (APPLICABLE TO SCHEDULE 1)
<br />BEATS: 3/1r - I'
<br />MAXIMUM A.S.Q. DESIGN PRESSURE RATING(R.s.f.) AND
<br />CO RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 18) FOR
<br />INSTA LATEMS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />cRNfn,Hi Fr 6 7 N%W. CEBUMQ TOP L ffitTTOM W/ E.D. . 3 1/2'
<br />1 AT ALTERNATE
<br />END PANEL
<br />STUDS W EVERY
<br />OWERLAP
<br />(1i 1 2
<br />-
<br />3'
<br />r
<br />( 1
<br />/s2s }/4• 90E I.SEE I INYOIOR PANEL CND PANEL
<br />® ION p ) SOImUIL
<br />I Y ANCHOR Pil AMCIOII
<br />M DND PACWW '
<br />I'•, YM.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEDULE 2)
<br />SCALE: 3/(r - I•
<br />11AXIMUM A.S.D. DESIGN PRESSURE RATING (Q.t.f7) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH •L' SCHEDULE
<br />�!nON nNnlr GLw�_:fLrTKI1..1..LtMpGSICD.fDB.lfE °_.lny STOfiM PAM„
<br />NASA
<br />MW[[Sft%ftmSVIKt.I
<br />lvew
<br />OF W-GIP
<br />I QVr ft
<br />To
<br />AMISS MOO 0
<br />NMAR AM
<br />P i
<br />M4ww nNEL
<br />LOOM V (N)
<br />TO
<br />OMGI'TC
<br />am
<br />COMCAm
<br />COMIC
<br />W
<br />C� R7[
<br />A
<br />W
<br />comcpm
<br />MLOfwM-
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />a•
<br />N/A
<br />, A 2 (TOP)
<br />5510. -72.0
<br />r
<br />T
<br />r
<br />91
<br />9•
<br />r
<br />9•
<br />9'
<br />D'
<br />9•
<br />I (BOTTOM)
<br />5'-0' on LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />V
<br />N/A
<br />5'
<br />N/A
<br />r
<br />N/A
<br />1 A 2 (TOP)
<br />,60.0 -72.0
<br />g•
<br />D`
<br />r
<br />e'
<br />r7
<br />1/r
<br />9•
<br />4'
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />V-0` TO T-r
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6-
<br />N/A
<br />6•
<br />N/A
<br />I t 2 (TOP)
<br />scHLOIAr A2.:_.Qly'J III= MMWI CDIDItOts AL69DDYJIi_.LD�_.-i112
<br />MAAAAA &"
<br />PI�gAE
<br />xr
<br />I "A 9 Sp• IPA nW TOP O MAIM)
<br />OIL I (STD s r r. F SM TOP OF TAW,)
<br />APPLICABLEMAN SECTIONS 10
<br />TO
<br />Y I bO
<br />LENGTHMti PANEL
<br />A -
<br />cwiw
<br />OF THEM
<br />+49.2 -61.5
<br />3- 3•
<br />4 1/2* 4 1127
<br />2 (BOTTOM)
<br />7•-6. OR LESS
<br />+52A -44.0
<br />3' !•
<br />4' A.
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />+65-0 -72.0
<br />2 1/2• 2 1/2'
<br />4• 3 1/2•
<br />2 (BOTTOM)
<br />r-a' OR LESS
<br />1/2'
<br />N/A N/A
<br />2 (BGROIf)
<br />T-6' TO 9'-0'
<br />N/A N/A
<br />3• 3•
<br />2 (BO TOM)
<br />T-a' TO a-
<br />MNWAA Aet walF
<br />I'A Ia4,tWH0
<br />M. . L)NMH
<br />MRL;A11DIHS1
<br />IMIIAI SDNAMON
<br />O 4tAIN
<br />rIAlO
<br />0111110NS-r
<br />i
<br />13/4'46aID
<br />so 0QT 16 MR ANC)OIM rm L STAID" Po1, omv" Oo16 INTO aw MINE WLOIO.
<br />IW41eM ANCHOR lMCelis AND ,Is * WK omm" AN 01OCm M IIAI SCTHDI m fnI
<br />EO LEIS 70M INAMIC M 1 MAX IMM MOW SPFOMO AY wA1MLYN0 VACNO
<br />00" ON 904D I M W FOLOOO FACTORS, FW A4 QPM%FCN TO DE P03MKL
<br />IW= VAC O O FAM U744 FACM SNWL Hal K LESS THAN MWAN MMCM
<br />owxm IN EACH ANMOII THAT: A AICHM IDDO.
<br />AM1109 TFF9
<br />,_L/CIF
<br />1/44
<br />1/4•W
<br />1/4i
<br />rA4R
<br />,/4L
<br />Walk
<br />a W►.
<br />aWl-41
<br />NEN Seem /IMas6
<br />I
<br />3
<br />3
<br />A
<br />SIR
<br />414ilpwd ,Tx)
<br />a
<br />a
<br />- a
<br />I
<br />s
<br />u rNI W 1N
<br />a
<br />]
<br />, 1p
<br />J ,A
<br />4
<br />AL(ML 9a NK OMO
<br />R01BR
<br />1/1•
<br />_._ _ _-
<br />--_.....
<br />b ....
<br />r
<br />,aD
<br />IAp
<br />-
<br />40
<br />O
<br />,4D
<br />-
<br />im
<br />NVAAD DNLY IN PANELS
<br />AS PER SECTIONS I THIN) 10. ON SHEETS 4. 5 A 6)
<br />DMIL4A
<br />WIIYUM ANCHM SMC61D FOR FA. - 3 W/r "
<br />ALa OMAN
<br />TACON -�-_
<br />O TN -CRP
<br />GMII-N
<br />PAAELNlf Itle" 0
<br />PABMAT( Pm
<br />-
<br />SOA SE,
<br />APPLcall TO
<br />MC14Ns F/ !
<br />WMMW PMRL
<br />PIS
<br />MssL
<br />(P.I.)
<br />To OOIICRLN[
<br />1D
<br />OOKaP[
<br />waCK
<br />TO CONCILIE
<br />t0
<br />001L•RM
<br />B1OCx
<br />TO CONDOM
<br />TO
<br />L'ONDIM
<br />@I=
<br />ro cON0E1[
<br />TO
<br />OO40E7[
<br />aOrA
<br />ro COACWErt
<br />To
<br />ComemEIE
<br />Kom
<br />70 caHmErt
<br />To
<br />12111GE1[.
<br />6LOO1
<br />ANT. 0 WKV M
<br />or T N
<br />IDIOM 1- (IL)
<br />9-
<br />N/A
<br />N/A
<br />N/A
<br />B•
<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
<br />N/A
<br />6'
<br />6'
<br />6'
<br />6'
<br />9'
<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 />NJA
<br />0'
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6' y
<br />N/A
<br />NIA
<br />N/A
<br />e'
<br />NIA
<br />D•M.-
<br />N/A •-
<br />-.. D•
<br />!N/A
<br />NIA
<br />N/A
<br />2 (BOTTOM)
<br />53.5, -72,C
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />_6• -
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />2T-5• TO 6'-6-
<br />OR lm
<br />-_B--4
<br />N/A�
<br />N/A
<br />r
<br />6•
<br />6' _
<br />e6•
<br />N/h
<br />N/A
<br />! (BOTION)
<br />6'
<br />N/A
<br />- N/A
<br />N/A
<br />a`
<br />N/A
<br />a'
<br />- N/A
<br />- 6•
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6`
<br />4-
<br />N/A
<br />N/A
<br />a•
<br />0.
<br />6"
<br />6•
<br />6•
<br />N/A
<br />N/A
<br />4 At 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/4•
<br />12 1/2-
<br />4 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 />5 (lOP/007TO )
<br />50.0, -5.3.3
<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/WTOM)
<br />'-5' TO ll'-2`
<br />65.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4•
<br />N/A
<br />9 1/4•
<br />6 1/4'
<br />6 1/4-
<br />6 1/4•
<br />N/A
<br />N/A
<br />9 (TOP/BOTTOM)
<br />'-B• TO WI'-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 />S 1/4'
<br />6 1/4•
<br />p 1/4'
<br />6 1/4'
<br />a. 9. 10 (TOP)
<br />43A -45.0LNIA
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1•
<br />6'
<br />6 1/4•
<br />6 1/4'
<br />a (BOTTOM)
<br />OR ��4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />a 1/4•
<br />6 1/4-
<br />9 (BOTf-)
<br />12 -4. OR LEES
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />S I/4'
<br />6 1/4'
<br />6 1/4•
<br />6 1/4`
<br />10 (B07TOY)
<br />DALE RICHE 10. 1t AND is FaANCHORS /YK L SPACSO FOR NPALLATIONE INTO HOOD F6WK BLeOrO.
<br />MWAIAW MICRON VACA06 AND 1001U11 WK o6TACE AN NOCIl7ED ON INS SS1[OIAa. TOR Ell. L�
<br />THAN ,WOGIto ON somm E NEOICE ANCHOR SPW94 BY wAIIPUNO VIACOM SHOWN ON SCFEOULE Of
<br />THE FOLLOWS FACTOR{, FOR THIR W MTON TO K POLINU, REMEm OWNS ow" m 16NO •ACTH
<br />SHALL NOT K LUIS TNMI MOM SPACING II UTm MR EACH ANCHOR TVK AT ANCH01% LFOD10.
<br />I/411
<br />T/•`4
<br />I/r.
<br />1/rW
<br />tpt
<br />,/4'W
<br />7T19
<br />IAPOON
<br />a BHP-61P
<br />01WN
<br />SSLO-RT
<br />M Now ON" 9A4
<br />3
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<br />1
<br />I
<br />..�°mlp OKMw OL)
<br />1
<br />3
<br />SON, 6a on
<br />F A0
<br />T 6 R
<br />.
<br />N
<br />-
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR REGULAR PANELS (b &
<br />INTO EXISTING WOOD STRUCTURES
<br />( r .
<br />T{'I7E IL-10 PAIIOAIAi PLUS I -, /Ih IO PAIELINTE PLUS ,III /14-10 RWEIANTE PILE
<br />..._.� 6 1 4' DPCN[TN/110N fi ." y71 .�4'
<br />ER61N10 HOOD HEADER I f EXISTING WOOD REALtR REW11R - � ` DuTm s00D NE".
<br />,1 I ,I r ,
<br />✓ -Alwl;we
<br />COOK 'AVID 0 I I, l .. PPlM ow 0 � ', I ' am 51YWOOD
<br />0 0
<br />6 I/P ne f ,n' of % 2. i ,/.• 1a4
<br />Mn. REQUIkE[ApER 1,
<br />1 ) G
<br />Iff SOEAAE ON I SEE soww ON 10 fCMWF CAI
<br />M,m 6 scu a I. !eR s
<br />FOR rw. I FOR W.to >BMM110M fj /OM Mk sOYMION -
<br />TO slow. ro LILAffi. n 10 M.m
<br />,Aal. P1V1fl 1[NO1H - _. P• Max PAWL LENGTH ) ' YM1I ww n0a LEIO,1,
<br />WT ~ � y ;_. � (SEE NOTr 1) v.4-xn• LL � I HUE Mort 1)
<br />,011' [F (SEE NOTE 1) ,/•'P701t,• fs '
<br />0 6 EKIN 00.olAP � �
<br />1
<br />50B
<br />MAT
<br />MAY ..� YAM 1L3O7NT
<br />atlN m 9l ' CD _: -� .,.. I � 2 1K 0... EO _ 17�.'!E• D,c ( (
<br />O ' '•. I - .. _ 1. 1 _L ' ! ...) 114'A RAG Scam
<br />25.4' WOOO.PtATE i' YM' WM0Go PIA- 2'.r Wo00 T-All:
<br />REdw[9 . � /14-10 IANFll4Art q.lt6 REWIRED. REQUIRED 1 I, PEN[i10♦°A7
<br />_.7 6 1 4. O.0 n , US i M0R0M OF PLATE
<br />- -- MID WON OF PLATE ►DIETaA IT • I I, I/4•0 ua s(avws •
<br />O.C. s1Aocm W/ ".
<br />O c.._ AT IADRmM OF PLATE ..
<br />10KF JJa., 1
<br />gcaE /6.V SOME 7/MI
<br />.Bus:
<br />1. INSTALLATIONS FOR AL.TERNA7r4S 6W, OW t TOW ONLY VALID FOR
<br />BUILDINGS WITH A.S.D - DFSCN LOADS UP TO +43.8. -46.0 P•e,f. AND
<br />PANEL'S LENGTH UP TO 12'-4'
<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 />wror FOR CmIB51A710N Of
<br />TOP t BOTTOM MOUNTRICS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />N
<br />N
<br />N
<br />y
<br />N
<br />U
<br />�
<br />OL
<br />L
<br />co
<br />O
<br />C
<br />a
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<br />-0
<br />n-
<br />.cm
<br />-6-0
<br />c
<br />0
<br />�
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<br />Q_
<br />�
<br />O
<br />LL
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<br />•2
<br />m
<br />=
<br />3 m
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<br />w
<br />ci DA
<br />C,
<br />w
<br />INSTALLATION DETAILS
<br />,/./4� u�aSO6s6 • r o.n wl
<br />FOR OPTION 9 1 FOR LIFE
<br />INTO EXISTING WOOD STRUCTURES
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />1,
<br />l
<br />I
<br />Eat
<br />empolul
<br />CD
<br />C-
<br />L__
<br />I
<br />0D1
<br />M#MmmoV
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<br />R[OUIED
<br />I
<br />/'R `V
<br />i 11
<br />I �
<br />STG6 "f '°`
<br />IIGMIw7}
<br />yqE' p�'W
<br />O
<br />1
<br />ALTERNATIVE 1
<br />ALTERNATIVE 2
<br />' wL
<br />, w'
<br />, 4•«r Nlppc
<br />i
<br />cn
<br />Q
<br />am sw 1.
<br />r"'m
<br />. !
<br />-.
<br />mI
<br />U
<br />ED
<br />li
<br />101
<br />to
<br />WOW NAIL
<br />O
<br />1 _ -
<br />1
<br />I
<br />I,i
<br />t i { WmuMn'
<br />,
<br /><. oD An
<br />cu
<br />,/�■L
<br />ALTERNATIVE
<br />3 ALTERNATIVE
<br />4
<br />U
<br />9WW�
<br />r.+• rt 1'
<br />,�r. u9 1aRera . r ac W/ , Wp'
<br />■ -
<br />CN
<br />1'
<br />114 LONE was L OAO W/
<br />'/4-04r It IAA • r LM
<br />IV ALTERNATIVE
<br />WOOD FRAME CONDITIONS A
<br />ANCHOR LOCATIONS
<br />cu
<br />10 OP
<br />/4N-20 A4ELMIrt t
<br />ANGUA T[ PAS 0 r 04 r , ,p' W.
<br />TIWNAMO KWEI'MION O !> eet0
<br />sONS wr - r
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE
<br />FUR[
<br />1 W
<br />WOE . SWITER 111110I0. NOT SHM MR CARAT
<br />p. T1Lu
<br />T"�
<br />W
<br />ey'�GEN
<br />owe we 11
<br />S NO.
<br />FLORIDA
<br />BUILDING CODE (Nigh Velec"y NYrrlcant Zone
<br />mm
<br />B 1F :
<br />Sl I
<br />.te,D OLIDa INC.2G
<br />GAGE GALVANIZED STEEL STORY PAIR[ °Wow W.
<br />Z
<br />TalNS 1. f6AT1OARE ONLY WAS MM BULEI+6t WITH ISO. DEVCN LOWS IA
<br />"U.S. -n.n w AM Pans LEIOIH r m A'-W.GLOBAL
<br />WOOD WOMEN ro K 1OU"OM
<br />TO
<br />�
<br />A�•E'
<br />1 LIE C O INC.
<br />IP/3kun
<br />PROTECTKIN LAC. QwE.
<br />A60D LW n sIR1a
<br />Z
<br />2. MR ALW WOoo FINK MNTRUC11ON.
<br />WILE w. 2. W/ fPBGIC Ct STY or OS6 M 0XIA1.
<br />'Oy�FSSI' �- ''
<br />.
<br />�AA/AIII /IMI+ML
<br />•• MOt ANr
<br />rxw° lnR'm ,Y .'A IOWo AMC •
<br />�1PRODUCTS,
<br />PHIOIC OM>•w-PIO. rAK: (M4MRs•47W7 20-
<br />WAS" w
<br />rL S[AL/SIOLhTURLIDArt
<br />CMOow716
<br />WaTOI A TO,R i.. PL
<br />w W
<br />11•' - ww
<br />9M0 is or a
<br />I..L
<br />SHEET NO.
<br />SH 1.1
<br />
|