|
an MM r,tA4
<br />mane:t)
<br />i� :►1 iii. ..i ►. ► ►_ i► ii
<br />0�41 N'WI mM
<br />F WNN6BHD MULLION SCNEOUL.E
<br />❑=
<br />Yoe. YULLLON
<br />1WAN (F!)
<br />RBDINRW W..
<br />TUBE MULLION -
<br />2' . r. 1 j8'
<br />> 4'.-S' To sr-S'
<br />2' x e . 1/19'
<br />1, Y-6' m r-16"..
<br />yry pEg�
<br />aUp
<br />`+N46.f`a-'t2.IF 'a�f, INIESSURE RATdIc
<br />pm
<br />$ ION 1
<br />9rALE sje.,,•
<br />NOTE: MULUOtt CAN ALSO BE 6 SIALIED W/O STORY PA W ON TOP
<br />OR SCTM SO THAT SITE PANEL OPENING Mf TL � TOP ! B�O,TO�AQ 90TLOY OF aPET6t�..
<br />INSTALLATION - ALTF ub= 1w
<br />SCALE Ile + I'
<br />WALL MOUKnNG
<br />INSTALLATION - ALTEAINIM 2w
<br />"SCALE' 1/4" - 1"
<br />1. INSTALLATIONS ARE ONLY VALID FOR: BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s,f. AND PANEL'S LENGTH UP TO
<br />2. FOR .NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP 4 BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ..ANY WAY TO SUIT :ANY
<br />INSTALLATION.
<br />,A...i�_
<br />SCALE 1/#'..f`
<br />MI - ALTERHATIYE 3w
<br />ScAm ,/4• - 1`
<br />dmN1 e«° d
<br />IE"Dni.S60 PxA. -12D P4A
<br />L__ . SAY, • N¢ 1I4MYA
<br />L
<br />SPLIT STORM P
<br />,iEL. ELEYATIOH
<br />SOY.£ 7 a"-1"
<br />�,( Q r FLOOR ii0t4jiNO WALL & n= MOUNTRIO
<br />N - ALTERNATIVEAW INSTALIATRIM - ALTERNATIVE SW
<br />(SECTION AT TOP IS UMITW TO +55.5-67.0 MAX. SLIDE: 1/4' - I•
<br />A,S.D. DESIGN PRESSURE. RATING)
<br />SCALE 1/4" - 1"
<br />7
<br />>�r•U2' � 1
<br />' zl.e-hem aes
<br />Nw, tue6
<br />U4 M`ylfmYsio4m4• au
<br />N1D.0Yeu0 060t
<br />FLOESR MOUNTING
<br />I I�T�i I - Nam AAW
<br />SCAM 1/4' - 1'
<br />oil
<br />i
<br />WALL MOUNTING INSTALLATION wALL AND FLOOR MOLTING INSTAllATiON
<br />- SieYd7N I SCALD 3/8' - I' - SECTION 2 SCALE. 3/5' - 1
<br />NMITFC_ ml I_i.. CACRTv CSnRY PANEL 4YSIEY IN6'TAItAl" .
<br />R. UFE SAFETY STORM PANEL CAN BE Lowe AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERN PANEL (AHf PAOAT. IOCAT1Od IN ®EiMIEEN ERD PAN€Ts}.
<br />LIFE SAFETY PANELS MAY M2 MAY NOT BE *WALLED ADAACW TO REGULAR PANELS
<br />(W/ OR W/O REOtAAR TRAC"J
<br />2. UFE SAFETY S7QR PANEL CONSISTS OF 0.039` GALVANIZED STEEL STORM PANEL AS
<br />PER COMPONENT. SHM 2 OF DRAWING.
<br />THIS PANEL 1T W TO BE REMOVED OR INSTALLEDFROM THE INSIDE OF
<br />STRUCTURE.
<br />J.
<br />SE SAFELY "AN®�Il,,AS PER SHEET 2TRAC TO OF TINTS K COMx. ENT ®A BOTTOM TRACK 70
<br />y�,011
<br />COMPONENT T WY BE INSTALED WML OR R IDOR MOUNTED FOLLOWING SECTIONS 1 A
<br />2 ON TWS SLEET, AS WELL AS DETAILS I a: 2- ON SHEER 14.
<br />�.t� t�t;:1
<br />4. k9m LEWIN FOR COMPONENT 6 1$'.
<br />FONEETT
<br />MO.. ANCHOR SPACING FOR C+ OANCHORAGE AT BOTTOM IS GWN ON
<br />s ,
<br />SHEDN)LES g 2, SHEET 14.
<br />CCGMPOUNOW rMAY BE PERMANENT ON REAWVABF.E..
<br />,
<br />5, SEE DECALS FOR INSTALLATION INTO WOOD FRAME WADINGS ON SHEET $5.
<br />4yRLOF�
<br />B. SEE SHEET ♦ FOR DETAIL APPUCOSLE TO THE NECESSITY FOR THE INSTALLATION OF
<br />SPACERS AT TFWICS INSTALLED 9NAGEW AND BEYOND. TO STUCCO/WODO BANDS.
<br />AAA
<br />1M Ak 2/4 2A✓A -3/F+4 OR V4 � L-100. Z & �W/15 L
<br />IAA. 2
<br />do 1w/i5
<br />1 ACIEREAIE tA(:ATWN
<br />L
<br />AREA W/NO LIFE SAFETY PANELS
<br />-1 off LIFE sAETY f u,Fl.
<br />I LOCATION m' LADE (SEE NOTE IW 011)
<br />I--6 - La. PE6tRAR PANEL4 W/-oR
<br />W/0 REGUI/R TRAE3i5
<br />SAFETY PNHi. -J
<br />(SEE NOTE ,
<br />BELOW)
<br />• LAST RVNEL h7 To of NaTA.LEo AS
<br />THEE SAFETY PNSNL OM
<br />OPTION &I FOR LIEE WET
<br />S1NMN.
<br />N.2AYS BE F410YID® W/ REAR WANpk
<br />lO FAO35TATE MSTMIA r WfENOEO
<br />ELEVATION
<br />TO6E M OR RNMOPED FROM INS10E
<br />SOME 3/32--1•
<br />1
<br />B mTFflOR PANOLa. B tEMY3E LOOL1gH!
<br />N0i t )
<br />amgTE 1i
<br />$EGTlON 8-B
<br />SCAM 3f32'-1`
<br />MAXIMUM A�S.._DESIGN PIES URE WING CRC) AND SO&W. NOING
<br />nYLO emy rna in sammiiminut As om swank i watu in.-nN CNFEIR A A A'61
<br />pMVWdM A.SR
<br />Yew. ILNDN
<br />(SEE
<br />10.i1S
<br />' "'- V ipm
<br />+35A -72A
<br />'r-e ON LeSs
<br />2 I/4'
<br />LNIODUCO
<br />1 TlNHI S i.7
<br />48SA -72A
<br />ar 6' TO r-8" U...
<br />2 3/4'
<br />U 00013 D
<br />, THHBI 5 * 7
<br />+SSA, -72.0.
<br />A'-6' TO 11"-2' MIN
<br />2 I!2'
<br />' -PANE-
<br />6
<br />+43A.LO . -D
<br />12'-4' OR 1E55
<br />3 4/2`
<br />• AT OMMOIN
<br />S. 9 A 10.
<br />•.S$TED W/ t/4Y-.2d,t' SS Ms . W BNN tS OTNM A WVLEM M OF PAWL
<br />may FOR PANELS{T)* 0 mTmAA7101T6 AT..PER smTONS 1 TIC) 7. ON SHEETS 4 4t 6)
<br />MAX" AS.6.
<br />DESBM
<br />PRISSim
<br />RkTWO.(p4:E)
<br />ummO N AHOOR6 sycm FOR ED. - 3: 1/Y -
<br />AUY TON
<br />OF THEM
<br />MFXMAf PANi3
<br />L£NOM '1,.` (R:)
<br />WCON
<br />-
<br />OF TAP -GPM
<br />-
<br />- CvX w
<br />FAKWMM FVMLV 6'
<br />PANIVAME PLUS -
<br />m COR,'W[fE
<br />1"
<br />Toommam1mw
<br />TO O1NO1 u
<br />Ommm
<br />TO 0O1rvm
<br />ONOWE
<br />To movIE
<br />om4mm
<br />-
<br />Ir
<br />N/A
<br />N/A
<br />M/A
<br />a,
<br />N/A
<br />d'
<br />NA
<br />a'
<br />1 (TOP)
<br />Y
<br />S
<br />X/A
<br />N/A
<br />d'
<br />N
<br />d"
<br />6'
<br />6•
<br />C
<br />1 (NOITOM)
<br />!"
<br />N/A
<br />N/A
<br />WA
<br />6'
<br />WA
<br />6'
<br />*/A
<br />6•
<br />N/A
<br />2. GOP).
<br />6'
<br />N/A.
<br />WA
<br />N/A
<br />E"
<br />N/A
<br />N/A
<br />a"
<br />N/A
<br />2 (8O170E0
<br />436A. -72.0
<br />Ir
<br />WA
<br />WA
<br />N/A
<br />r
<br />µ/A
<br />a'
<br />WA:
<br />,Y
<br />I W.
<br />3 A 4 (TOP)
<br />7'-S' OR LESS
<br />DR iF53
<br />6,
<br />6.
<br />WA.
<br />N/A
<br />6"
<br />6'
<br />9'
<br />a
<br />6'
<br />6'
<br />3 mm-R O
<br />Y
<br />WA
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />N
<br />N/A
<br />6'
<br />N/A.
<br />7 OOP)
<br />WA
<br />N/A
<br />N
<br />8'
<br />6"
<br />N
<br />r
<br />4"
<br />4 A 7 (NTTON).
<br />WA
<br />N/A
<br />t2 1/2'
<br />d 1/4'
<br />12 1,W
<br />6 1/4'
<br />6 1/4•
<br />6 Tj4'
<br />6 1/4'
<br />6 1/4`
<br />S .:
<br />SEE SHEETS is & 11 FOR ANCHORS TAPE A SIX= MR INSTAUAT><iN3 INTO WOOD NWE mltoNo.
<br />New" Ito" FACMNS NID MINNUM }'DOE OFAI E ARE MbrAlffi ON 1TF8 EEIIENLNLE t1Di-ELL LESS
<br />MW NRRATED ON eO1kD1A;E:/lTDIBE ANmIOR poem wt O4.LDPLYSiO SPASMS DIM ON MD O'ULE or
<br />ETHYL TFOR IIHe 11@w'PGI MOON, FF➢ TYb'AE A 6 :F
<br />ANMM 11WE
<br />1/4a 1/4'.
<br />t/41
<br />1/4%
<br />1/4'.
<br />1/4"t
<br />arm of TN-SV
<br />CNM1W
<br />7NO-SET
<br />W. AN WA VAAOR55 90
<br />Ra14.J 9w.Y f.#44I
<br />] S
<br />3'/2
<br />3..1/2-
<br />4
<br />3.1/1
<br />00 WL SY m
<br />RgMM
<br />e
<br />m
<br />3 in: n'
<br />-
<br />;Eo
<br />an
<br />.r
<br />iso
<br />'Ac
<br />tAD
<br />J1..
<br />51
<br />140
<br />lm
<br />1m
<br />01RE go �MN
<br />ni SCALE 3/8-1•
<br />!
<br />1. INSTALLATIONS ARE ONLY VAUO FOR BUILDINGS WITH A.S.O. OEM LOADS
<br />UP TO +55,8, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8'.
<br />2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL
<br />TOP A BOTTOM MOUNTINGS CAN :BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />c1 . :1 P.11.,, :aa•,
<br />4JII i EXISTING e Nil MUCIURES
<br />4A.,f
<br />ED
<br />011
<br />41
<br />I ; f1/11
<br />_- ...
<br />VOW
<br />u�l
<br />I(u
<br />Al
<br />ED
<br />f
<br />9H
<br />Lj
<br />PM
<br />WANIM
<br />ritum
<br />ly' 11/ALTERNATNE
<br />EA E
<br />!!
<br />! L t�MONS ANCHOR
<br />4. s ah
<br />rs)
<br />STvvm
<br />UDS
<br />0 E
<br />(Tot I HIND PAIN
<br />a/8' E/b,. (CASE 1)
<br />S.
<br />W. (CAFE p
<br />1-1 /'S ALTERNATE -_\ 1' 1
<br />'J
<br />C^/OR 8 sNyaDDaE ..
<br />I--3'-"' 2 FOR j2 FOR 3'
<br />VAC1�MG SPACM
<br />1 3' MOD.
<br />DETAIL, 2 : FLOOR SING INSTALL AI19H (APPUCA9LE TO MHENLE 2)
<br />SCALE 31W - i'
<br />MAXiMUM A.S.D. DESIGN PRESSURE RaNG(g.A.f.) AND CORRESPONDING
<br />MOM PANEL LFSzL "L* SOE ?ULE
<br />VAVA NASA.
<br />PRE5mISE1
<br />1A OMI
<br />or EW-NW'
<br />OYN-m
<br />PmAmE om FmWE 0
<br />PNrLMATE PLUS
<br />{ TO
<br />A
<br />SNAI %I
<br />OF THEM
<br />W101LW WNFI
<br />lLN6N1 `L' VQ
<br />tD
<br />To
<br />WelDtxt
<br />N3NNIW.RETE
<br />TO
<br />O
<br />T
<br />S
<br />8"
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />S'
<br />N/A
<br />S-
<br />N/A
<br />I A 2
<br />SSA. -72.0
<br />- 9'
<br />7'
<br />9'
<br />9'
<br />9'
<br />9'
<br />r
<br />9`
<br />9'
<br />B`
<br />1 (BOTTOM)
<br />V_O" OR 1ESS.
<br />+55.0 -72.0
<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 />1 A2 (TOP)
<br />R"
<br />5'
<br />9'
<br />8'
<br />V
<br />7 1/2'
<br />6'
<br />9'
<br />9`
<br />p'
<br />1 (BOTTOM)
<br />+55.0 -724
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />S'
<br />N/A
<br />6"
<br />N/A
<br />I " 2 jTOP}
<br />7"-a" TO E'-6"
<br />B'
<br />4"
<br />9'
<br />6"
<br />D-
<br />8"
<br />Ir
<br />6"
<br />6`
<br />8'
<br />1 (60TCOM}
<br />M4> NASA
<br />PRESSURE
<br />At
<br />I p,UO ° dA' Mp N0U 1M OF AMIUQ
<br />ONE 4 ON O A r W. ROM W OF A NUD
<br />AP11w o
<br />� �T14
<br />MAMMUL� PA1
<br />L040TH Y' (fL
<br />T -
<br />-
<br />+49.2 -514
<br />3' 3'
<br />4 1/2-
<br />4 1 2`
<br />2 (BOTTOM)
<br />7'-8" OR LESS
<br />+52.8 -88.0.
<br />3' 3'
<br />4"
<br />4'..
<br />2 (BOTTOM)
<br />7'-8' OR LESS.
<br />+55.0 -72.0
<br />2 1/2• 2 1/2•
<br />4'
<br />3 1/2-
<br />2 (BOTTOM)
<br />Y-6- OR LESS
<br />+55.0 -72:0.
<br />2 1/2" € 2 1/2'
<br />N/A
<br />N/A
<br />2 (BLfI`TONf)
<br />7'-6" TO V-0'
<br />+68,0 -72.o.I
<br />/A { N/A
<br />j 3-
<br />3'
<br />2 (80TT 1M7
<br />Y-6. TO .6'-e
<br />NMAANM A4A OEYNt
<br />;1jB°Y6
<br />Mn. 1MiW LOY,M
<br />-HAlYXmm am
<br />-
<br />tDImeDOR
<br />+s1A. -T26
<br />r-a'
<br />x3/4'
<br />1xmN15O
<br />SEE Sim 16 FOR "WAS TYPE A BPACINO FOR NOCNE.AT" INTO WOOD FRAME 9UIUM
<br />NPAART ANCHOR SPACOM Me, MNINUM EOQE OWYANDC ANE 1001G3EO.ON 'rN3 SRRBUL L FOR
<br />EA. t 1f4W mNOATE9 QR SINE REDUCE AID �ADNO M 14R3WL,SA mTACNq
<br />>NfOWlN GN 6NIEOtILESY TEAL F013O1N1TC FACTOR4. F11R 1NeIS OPERAt10N TTT tffi POSmmF.
<br />"Co WE" U9mO a ANC MULL NOT SE EELS IHNN AWOAM m51ONB
<br />ANCHOR
<br />fNDIGOEO FOR FAINT ANOHgR LATE ILT Af610R4 L6GBb:
<br />EACH
<br />AMD= "M
<br />1/4'P
<br />//4+
<br />i/49
<br />1/4•S
<br />t/4i
<br />vim
<br />A TAP-6NR
<br />CAx-m
<br />NIA #00 sme 9R)
<br />3
<br />3:'
<br />3
<br />3
<br />x 1/2
<br />4p6gmNR.4f Be,)
<br />3
<br />3
<br />3
<br />3
<br />3
<br />ILL Wqk Qaj-
<br />3
<br />3
<br />3 1/2
<br />3 1/9
<br />4
<br />Aa1l IFS "Kamm
<br />FACM
<br />IVALM ONLY FOR
<br />AS PER SECTIONS 1 TAW TO. ON SHEETS 4. 5 A i)
<br />MAIMAAM
<br />MAIN"/ ABlII)p3 umcm FOR Lax - 3 1/Y -
<br />ASA DESIGN
<br />_ TAPWN
<br />CF TAP -GRIP
<br />CMJK-N
<br />PA•BldY7E FEIYLE M
<br />pmwAgE PLUS
<br />961N w
<br />APPUMABLE TO
<br />SECTIONS i k
<br />W1dWM PANEL
<br />TEESSURE
<br />10 OO _wm
<br />70
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />To
<br />DOG=
<br />BLOCK
<br />TO ONBRLTE
<br />TO
<br />CONORVIE
<br />BOW
<br />TO Om1ORETE
<br />TO
<br />CINCAE,E
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE.
<br />TL:m
<br />TO CDNCWE
<br />To
<br />CONCRETE
<br />BLACK
<br />ANY COMBINATION
<br />Or TfOA
<br />town"I 'L' (it.)
<br />a•
<br />N/A
<br />- N/A
<br />N/A
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />r
<br />N/A
<br />NIA
<br />N/A
<br />1 (TOP)
<br />6.
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />s'
<br />6'
<br />6"
<br />r;•
<br />6"
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />a
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'...
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />5'
<br />NIA
<br />S'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />S&% -12.0
<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 />3 dt 4 (TOP)
<br />>r-S' TO 8'-8'
<br />OR LESS
<br />b"
<br />4'
<br />N/A
<br />N/A -.
<br />6'
<br />..8`
<br />/"
<br />6`
<br />w
<br />N/A
<br />N/A
<br />3 (80170m)
<br />fr
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />-
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />5'
<br />4'
<br />N/A
<br />N/A.
<br />6'
<br />6"
<br />6'
<br />6,
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM).
<br />NjA
<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 />5 (TOP/BOTT'OM)
<br />60.0, -W.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/'V
<br />N/A
<br />N/A
<br />a (TOP/BOTTOM)
<br />'-B- TO 11'-2"
<br />55A. -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4"
<br />N/A
<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/8017010)
<br />- '-a* 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 Ile
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />a, 9, 10 (FOP)
<br />A, -4&0
<br />a
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />I
<br />N/A
<br />6"
<br />6"
<br />a 1/4'
<br />6 Ile
<br />8 (BOTfOA(}
<br />12'-4"
<br />OR 1E65
<br />8'
<br />4'
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />8'
<br />6 1/4'
<br />8 1/4`
<br />9 (BOTTOM)
<br />OR LEM
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />N/A
<br />N/A
<br />8 1/4'
<br />8 1/4'
<br />6 1/4"
<br />6 1/4"
<br />10 (BOTTOM)
<br />SEE SHEE16 10, t1 Alb 12 MR ANCHORS TYPE A SPACING FOR MFTALATIOMS INTO WOOD FRAM: BULDWO,
<br />MINIMUM ANCHOR SPACINGS AND MINIMUM ERM OWANCE ARE INDICATED ON THIS Sf HODUIL . FOR ED. LESS
<br />THAN WOIWIEV ON SCHIMAE. REDUCE ANCHOR VACSNO BY MIA.13 n% SPACM SHOWN ON SCHEDULE 8F
<br />THE FOLLAWHIO FACTORS: FOR THIS OPERATRR7 TO W POSSIBLE, REDUCED SRACFNI OBTAINED USNO FACTOR
<br />SHNL. NOT BE LEGS'MAT 0NMIM SPAONO INOCATEO FOR EACH ANCHOR TYPE AT ARGNORS 1.EOENO,.
<br />1/4"r
<br />1/4-e
<br />1/V.
<br />1/00
<br />1/i4
<br />Ile.
<br />AWCM T111r
<br />YA'IM
<br />DNi
<br />Or TM-0RP
<br />0
<br />CNX-4W
<br />SAID-W
<br />W. MOM SPAON* ON
<br />3
<br />3
<br />3
<br />3
<br />2 11%
<br />3
<br />4f.eROslAe.4 Da a.
<br />3
<br />3
<br />]
<br />]
<br />3
<br />3 1/2
<br />T&0.aRy popsy a..3
<br />.
<br />1 3
<br />1 3 1/9
<br />1 3 1/2
<br />4
<br />3 1/2
<br />WIN. EC. iw nWRRpO
<br />F A•0
<br />T 0 R
<br />1 1jr-
<br />_
<br />-
<br />-
<br />2 ,
<br />-
<br />-
<br />-
<br />Sd
<br />01
<br />-
<br />]
<br />tm
<br />-
<br />,m
<br />I Im
<br />INUALLATiON DETAILS FOR REGULAR. BAN 1LS CD & CD
<br />INTO EXISTING WQQD STRUCTURES
<br />Ih70 PAFBlAMRE PLUS �lhi4 PAHELWTE P11A5 1,-74 AANETANIE PLUS
<br />6 i/,` O.C. W/ 1 711W 3 6 1/4• o.C, w/ i 7/8' - (� a 1j4 O.C. w! 1 7/E'
<br />1FIREAOEO P10hlRAlmN 70 f TH PEHEITTATION 1O RC(R7 t 7 tF2tEA0Ei}NEIRATION TO
<br />,.`�. mow WOOD N EAM Y - OG5TIN6 11OW HEADER m � I EAVING WOW W.-M
<br />nvN sno ° f I aeN mo . a 6 1/o,V sw .
<br />f
<br />WOW HEADER I p 2N. € s T/<' at. f WOW HEADER 2• N 4•or, 1/4' O.C.
<br />NEOLAHE9
<br />I j I � r
<br />1
<br />?i# SCHEDULE ON ` m5 a m SCHEDULE pl ' SEE SCHEDULE
<br />as as o0R �
<br />FOR SEPAPArAN
<br />T0.01/6L ' ',u ON, , W. summan"ON FOR
<br />m CLASS..
<br />Mar. PAN LENGTH _._ _... .-.. Mo.PANEL'LENGTH --- j -` Nmr. PANEL LENG01
<br />T/.'k-2NlP s f (SEE NOTE 1) 1N 1• K t tE 1) 1/4'b-2a6t` s- 1 (SEE NOTE 1)
<br />004iiT16m-W/
<br />ii� vrr"'ww � I W�EwWo.N m�,1P ��! f eTt �aP NUTI -- j
<br />I
<br />' E
<br />5011 ' j G or V
<br />} OF •L` OF V 1 4 i 1MX
<br />N , No
<br />. , EYON 9Rg P j � • !3 1/2` 0L + � i � 1 �0�.� J
<br />11410 FAG SCRLws
<br />6 T /.•� 1, .j.�Jj `' r O.C. w/t 1/2`
<br />2W *00 P1 I?E 1_.N..,, � ' i1 14-10 PAIELAMIE PGU.S E��4k �b �'� � � '�'�q! 2-w4" WDW t ! }, + ! MM. THREADED
<br />PONE"VIKIN AT
<br />REOUBDO j a 1/4" D6. W/ / 7/Y aUNted i 1 CANT W'� s ; i f1 NOWOM OF PLATE
<br />1W WON Of PLATE
<br />m '` �I S t 0.c.LAOSTAGGE'REO 0/
<br />DIRECT Mot- 1 1/Tu71RGi1
<br />AT MbYADM OF' PULE
<br />SCALE 3/8.1'
<br />SCALE 3/8-1- SOAtE 3/a-1-
<br />Lt =.
<br />1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W A. IOW ONLY VALID FOR NiQT1MNtaFAhA
<br />Wj WINOS WITH A.S.R. DESIGN LOADS UP TO +43A -48.0 P.S.I. AND
<br />PANEL'S LENGTH UP' TO 12'-"4• W -
<br />2. FAR NEW Y1C)OD FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL = �P. �C �Qa FLORIDA BUIUMNO COBS (High VAIocT Hurrtcone Zone
<br />NOTE FOR COMBRIQW OF SE09N5: _ IdO. 41 1 * Y- eaa2o FETE» as 20 DACE GALVANIZED STEEL STORM PANE aAAix ar:
<br />TOP 4L BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY .e.. AL PROTECTKMI PRODUCTS LLC. %�
<br />ys�9'. ` TL E . F M1E
<br />R#iALLATIDN. y p ' !'j, fl1U 4sdD Lw: 6i STRAbr
<br />A a COWAN!,
<br />1 i1a14
<br />"'i rNr. FNA 1L. 4Y, MA k ss,AmHW: (564)mN-TS#, FAh-f1€agea9-at67 20wm M
<br />Arfiyssl NN �_`�tE ru-. TeeuDD""-DOOMS 16N. Am- ME.
<br />. -!--I
<br />s ear weer ws. ORI,mw HP
<br />A dr.:P.E mRi 1x a 46
<br />9
<br />INSTALLATION
<br />'/,V LA6 ScrEYIS ° 6 Dc ./
<br />DETAILS
<br />FOR
<br />OPTION i 4 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />11/2 M1.. 1TN4ApEII PENE1w3AN
<br />ro Ew6Tmc woW RENDER
<br />I �,
<br />I
<br />DR
<br />I
<br />viNs"ir:
<br />�r
<br />SAID 6 12 1 oe
<br />2
<br />ERNATIVE
<br />1 ALTERNATIVE
<br />`
<br />I
<br />1/4"00" MACHINE
<br />1 OW� t O:C.
<br />I
<br />I
<br />�
<br />I
<br />r
<br />EC
<br />cc
<br />A
<br />I
<br />{
<br />I
<br />EO
<br />{,
<br />Olt ED..
<br />I
<br />�
<br />PULE
<br />AE9N11PFD
<br />I f
<br />L
<br />el
<br />{ \.^,
<br />8
<br />ALTERNATIVE
<br />3 ALTERNATIVE 4
<br />LAD SINYWS m C O.W/ , 11r
<br />C.1.D.eaf$'
<br />11/4'4
<br />1ji
<br />sumim /4Y 20.j &L M.S. ° e• De. 0R
<br />ALTE R�OYE
<br />WOOD
<br />A ANCHOR LOCATIONS
<br />lhwrlANTe FEwLE to oR.
<br />ERAME 90DRION2
<br />MMa11A�
<br />amE1�OYN M w wm 1. T
<br />y. E i+
<br />9R
<br />NOTE ;.SFMRW t'RN;16 NOT SHOMw FOR CU60'Y
<br />"
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATVE 1 W
<br />A1)fE'i
<br />1. MSTALUTMA ARE ONLY YNMb FOR BLALOk105 FAIR AS.O. DESIGN L0AO5 UP TO
<br />+NS, -72o ELT Atb PMEI.'S LENGD! I TO a' -a'.
<br />1 IN PPW FAN.. 2 W/ SSPONIC M WOOD FRAME CONSTRUCCMOM OR WOOD MMM To E4 SOURRAN
<br />N
<br />c13
<br />i
<br />to
<br />N
<br />c jj
<br />O
<br />a
<br />'-c-
<br />.f. ,
<br />U
<br />N
<br />Q
<br />cc
<br />O
<br />.�
<br />U
<br />cn
<br />`C3
<br />O
<br />-0Q
<br />O
<br />LL
<br />O
<br />.�
<br />L.-CL
<br />Q�
<br />L
<br />A�
<br />C%4
<br />t!?
<br />y -o
<br />? W
<br />o
<br />.c o
<br />v
<br />a r- o
<br />4c C3
<br />N
<br />!7 m >wC
<br />{,1-
<br />N
<br />C d
<br />,a o r
<br />N
<br />Q
<br />.BOLL O J
<br />N �
<br />3=
<br />d
<br />q)
<br />E
<br />a
<br />3 cc
<br />R3
<br />�-
<br />1s, Ny s1
<br />L
<br />CD C
<br />7
<br />Q-' 2 �^
<br />C E
<br />Ta L)
<br />a. u
<br />q17.
<br />W
<br />O
<br />L_
<br />U
<br />A0
<br />C/)
<br />m
<br />m
<br />W
<br />Q
<br />z
<br />z
<br />Q
<br />SHEET NO.
<br />SH 1.1
<br />
|