|
INS .CRM1P ,, s r 4
<br />ON BMW
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
<br />('--- -T A6Ntmo
<br />WARNr11Y
<br />1.r
<br />trawNA"OQ oof 3L C t • kkpp� N_/
<br />. -� t' A.
<br />0 IN E F Im10N4PON ISS t
<br />xIYID r10ik 7 86YE 1 4 - 1•
<br />MULLION SCNEMILE
<br />MM. MULLION
<br />EAAN (PQ •
<br />REWAIC w
<br />l tJK MULLION -
<br />r . 1/6'
<br />IC---
<br />P•N� �I-�Irmr
<br />� ar
<br />PaL1M. P.{LNYD�0F9b1�RAT6R
<br />48L0 A
<br />SMNMPMMONVP
<br />MUMwJTmP
<br />DBE
<br />OR wIIOY OPENERLALBOTTOM)
<br />INSTALLATION - ALTELMNNE TW
<br />RASA! 1/r - 1•
<br />BISTLLLa iNE 2W$Gl' L• 1/4' . 1'
<br />1. NSTALLATIONS ARE ONLY VMJD FOR BUILDINGS VMH AS.D. DESIGN LOADS
<br />LIP TO +5A5. -72.0 PP I.1. AND PANEL'S LENGTH UP TO 8•-B•.
<br />2. FOR NETT WOOD FRAME CONSTRUCTION: W000 ME'M8ER5 TO BE SOUTHERN
<br />PIE NO. 2. W/ SPECIFIC DE7SITY OF 0.55 OR EQUAL
<br />TOP 6: BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />(SR SCIKIAO ON-N
<br />DElT 14)
<br />1F7tt IMoET.
<br />comom T[ ANC OALIEN 14)PORaOD CONCETE
<br />FORm aL�'N
<br />� EstaN,aT 14) `PO,AtlD �/,MEET
<br />14) •�WALL AND FLOOR MOUNTING IN$CRUD-
<br />3/6- - I• -SECTION 2SOHE: 3/r - i•
<br />NOTES ON In Sdf= STORM PANE, SYSTEM aw LAt1OH1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ETD PANEL (FS4T OR LAST PANEL)
<br />Olt AS AN INTIONOR U)CAMN Of BETWEEN
<br />LIFT SArVTY PAMUS WY OR UMW NOT BE MKTALLED ADMACEM TOPAMEL
<br />PJINEISOR
<br />W/o KA AR TmACNS.)
<br />2l6ESAfEF! S�iOR)! PNCONSULTS OF 0.030 GALVANIZED STEEL STORM PANEL AS
<br />PER ,OINMIL7IT SLEET 2 OF Oltom 6.
<br />ifMPANEL. (ISELF TO K RIDKM ON vWALLED FROM THE 6410E Of
<br />STRUCTURE.
<br />1 LEE SAFETY REQUIRES TOP TRACK TO K COFONOIT ® k BOTTOM 7Rh(XTOTINS OWNING.OR
<br />FLOOR MOUNTED FOLLAWNG SECTIONS, k1
<br />k 2 ON SHEET 14.4.
<br />MN. uEmm FIRM COMPoNETR 4 1S'._
<br />MEN. ANCHOR SPACING FOR CONIPONENT OANC ORAGE AT BOTTOM 5 OVEN ONSOMMO.ES T,k Z SIEEF 14.COMPONENT
<br />® WYK PERMANENT OR REMO.RBLE.A
<br />SEE DETAINS FOR NSTA IMION INTO ROOD FRAME BUEDIWGS ON SHEEP 1SE
<br />SEE SHEET 4 FOR OVAL APPLICABLE TD THE HECESSITY FOR THE RLSTALLATON OFSPACERS
<br />AT TRACKS MV06UM AWACENT AND BEYOND TO STJCOD/WOOD BANDS.
<br />I
<br />WALL t FLOOR MOlg1TRNSAW MISI'ALLATHM - ALTERNAYM(SECTION AT TOP Is uwm TO +553-67.0 MAX SOME 1/r - 1'
<br />ASA. OEM PTO Woo)
<br />SOILS 1/4- - 1-
<br />WO,NTH..wAFP4Yw.� COHFLOOR NOLBITBIOINSTALLAIM - SELIM YW
<br />SCUM 1/4' . 1•
<br />AREA W/ND LIFE SAFETY PANELS
<br />I. WAR Pallas w/ OR
<br />wroRE1MA/RTRFpIS
<br />SECTION B-B
<br />SCALE 3/32--t•
<br />T
<br />MAXIMUM
<br />AS_D_ DESIGN PRESSURE RATING .a.t.) AND CORRESPONDING
<br />fma ONLY no &a SKOEumm At I = SECTIONS 1 MW 10. ON SITS 4. 5 Al 6)
<br />MAXIMUM
<br />AS-D,
<br />• mm IV 1/�'�1-aSt• S.S. Ni r TERN a "W A. mumm OF WAL
<br />DrLSIGN PRESSURE RATING (piLf.) AND CONESPOMHO
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORY PANELS 0 Ar Q INSTALLAM
<br />INTO EXISTING CONCRETE A CONCRETE BLWK SMU TURES
<br />CNALD ONLY FOR PAINiSQk @S16TALmom; Ak PER SSCITOND 1 TMU 7, ON SNEM 4 k 5)10
<br />NS
<br />10 ID
<br />�
<br />4
<br />KNO.
<br />FUMDA BLNLDNEG LOGE W Y Nwr)eana
<br />Zorla
<br />a167
<br />.Ni,L,� NL 20 GAt� GALVANW STEEL STOW PANELs
<br />Py.
<br />GNIat to
<br />I L
<br />E C -0.... GLOBALPRO CIS' �.
<br />wratam
<br />IM!�
<br />,• ,�.: •
<br />�0-
<br />ASA SAL A WAKE,PRO
<br />4OG faL It SIRETOYK, IL 33314-o.P`O~,:..
<br />a.LNN,» ''1'' n6Qw-76I6. NM: a6+NM-Dn
<br />'lo-»B
<br />G-0a9M7Or4tAa
<br />TENt.-emm
<br />NeA
<br />I Or O
<br />A�/r�6��+O.S.-77-0
<br />Y-r C1 IJM
<br />2 f/{'tPaOLIEDtTIMSal
<br />+OS.6, -7>Y-S•
<br />mr-rMK!D/4'IEN0.IFD
<br />, t„RIR Si7
<br />MOA -77.0r-r
<br />ro IF-Y MiPt.+4aa.-4sOt!'-4.ORLOSDt/2'•
<br />• 10
<br />IIAINEY AEA
<br />OLaIOM
<br />,r6aRc (P.,J
<br />IIIINRY AILIOAS SRY3a FOR EA - 7 1/r '•
<br />APPMGINE W
<br />9CT1. SIE i
<br />rN�
<br />YIfERM rMIQ
<br />tDtolN t• 01.)
<br />iMCOY
<br />O wP-W
<br />OAUL-N
<br />olallYS PBR[ O
<br />Nq,B,lir[ PW
<br />m 171NOR1E
<br />R �
<br />m RnNuoE
<br />R �
<br />m mRanE
<br />o�
<br />m oaRaRctE
<br />�
<br />I--,
<br />�
<br />r
<br />N/A
<br />WA
<br />N/A
<br />r
<br />N/A
<br />•'
<br />wR
<br />r
<br />NM
<br />, (10P)
<br />r
<br />N/•
<br />N/A
<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />r
<br />M/A
<br />! �)
<br />IF
<br />NIA
<br />N/A
<br />N/A
<br />r'
<br />wA
<br />S'
<br />WA
<br />r
<br />WA
<br />! hOTIDAO
<br />+76.6• -710
<br />r
<br />WA
<br />N/A
<br />WA
<br />r
<br />1LAM
<br />r
<br />MIA
<br />r
<br />WA
<br />344 (SOP)
<br />Y-r an 1II6
<br />011 l6f
<br />•,
<br />s•
<br />WA
<br />N/A
<br />I'
<br />r
<br />r
<br />r
<br />r
<br />r
<br />D (6D1TOM)
<br />r
<br />N/A
<br />N/A
<br />WA
<br />r
<br />N/A
<br />r
<br />WA
<br />a'
<br />N/A
<br />7 ��
<br />r
<br />S'
<br />wA
<br />wA
<br />r
<br />r
<br />r
<br />r
<br />a'
<br />r
<br />♦! low"
<br />wA
<br />N/A
<br />a ,/2'
<br />a ,/r
<br />,! 1M
<br />r +p•
<br />a 1/4'
<br />r ,/r
<br />s ,H•
<br />a 1/{•
<br />a (tOP/UIOTNQ
<br />SCE B,RSIB /01, POR AIICIaRa IYFt • SPABa FOR M,1SLaN1a MID aR00 PN,L[11,iMM ANGERalttLMOa ILIB IIrNIM [OKSaTYOf AKSODDED OM UIa lCI914L FOR [A IZ$TINT /OmOIDON lOIm1AE E/p1Oi AIa1O!TEND R YLIMLNO lFMfJ10 SIOMI ON BDAINtIIL KMlOLIOBSIa/NCmIIE POR tlt OPOWON m E ►OaB6tE NDSC®lIYI/IG OBMEEIi DING MCIOIIDnttA01 iLIOnow ,MINTY ,WfJO O,aaR® mR GCF AMGM TpMa .ALTOStlON7O.T!{11/{i
<br />1M�1/IY
<br />1/41
<br />1/Y�
<br />a1r,has
<br />s
<br />x
<br />1,pa
<br />,
<br />,s
<br />Ip
<br />1.MaatptLIROIRR,r
<br />,m
<br />Im
<br />Uk. S/r LONG
<br />/: 1 L O MN I I/R• MR10 WA010 FDR ALL
<br />i:,&RLow"
<br />LONG 111,00"
<br />LIP TO mr-or aft
<br />mdR
<br />1{-10 M,DAWE FEW" D OR
<br />Pun a 12 In- 0. CMN 1
<br />1NNAM PDEIROON a,ToPm
<br />r-r M.tAN
<br />SCALE 3/S-1-
<br />1. OLSTAUATIONS ARE ONLY VAUD FOR BUILDINGS WrTN A.S.D. DESIGN LOADS
<br />UP TO +55.5• -72.0 PSF AND PANEL'S LENGTH LIP TO r-B'
<br />2. FOR NEW WOW FRNAE CONSTRUCTION: WOOD MEMBERS TO BE SOVTHMN
<br />PRE No. 2. W/ SPWM OVOW OF 0.55 OR EQUAL
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBO NL ANY WAY TO SUIT AM
<br />DSTALLATION.
<br />LLL
<br />a)
<br />1 1 i. f , . 1` : . I .
<br />STUDS • EAM
<br />OVIERL1/2, 0, rH OU) PALE
<br />YAta cem
<br />Plo§M
<br />a)
<br />1 1 i. f , . 1` : . I .
<br />STUDS • EAM
<br />OVIERL1/2, 0, rH OU) PALE
<br />YAta cem
<br />Plo§M
<br />Tno/N
<br />Cr �AP.4eP
<br />04"
<br />PNIDWM iBIYE O
<br />PWOL6E Rln
<br />PP•t� aWE"
<br />COMDINNON
<br />ar THW
<br />Palm
<br />LNIOOt 1' (so
<br />To
<br />,E
<br />B,DK
<br />to
<br />vo
<br />oaNCActE
<br />m
<br />am
<br />m
<br />NDC,
<br />m
<br />-72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />1 k 2S5.0.
<br />S•'r dt LESS
<br />1•7'
<br />1'
<br />1'
<br />9'
<br />1.
<br />1'
<br />/'
<br />r1•(BOTTOM)
<br />+55A -72.0
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />B'
<br />N/Ak
<br />2 (TOP)
<br />O 7-N/A
<br />1•s•
<br />r
<br />r
<br />r
<br />7 1/2'
<br />r
<br />1•1'1-
<br />1 (BORON)5-0'
<br />-MA
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />NIA
<br />8•
<br />N/A
<br />i A 2 (TOP)+S5.0
<br />r-r TO r-r4'
<br />r
<br />6'
<br />6'
<br />6'
<br />6-
<br />r
<br />6'
<br />r
<br />1 (BOTTOM)
<br />MA "JO,
<br />I (HID 6 W NIT. TAW W a ANQ
<br />NM F BN 6 r IN. I= 10► a MMO
<br />�WeiPA�[L,001
<br />L'(NL)+46.2
<br />THEMtFNGTAPCONrN
<br />-61.5
<br />3•
<br />A 3•
<br />4 f
<br />4 1 2'
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+52A -wo
<br />3•''4•
<br />2 (BOTTOM)
<br />r-6' OR Uals
<br />+66.0 -72.0
<br />2 1/2-
<br />2 1/2'
<br />4-
<br />31/2'
<br />2 (BOTTOM)
<br />r-r OR LESS+3SA
<br />-72.0
<br />2 1/2
<br />2 1/2
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />r-6• TO+36.0
<br />-72A
<br />N/A
<br />N/A
<br />3'2
<br />ALTERNATE
<br />AT P 4X
<br />,/4• I �jl i , Eli �-WTUUM PANEL �-ETD PANEL
<br />r-3• DETAIL 2 FLOOR MOUNTING INSTAL! •TION (APPLICABLE M SCHEDULE 2)
<br />SOME, 3/tr - 1'
<br />MAXIMUM AS.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDINMAXIMUM PANEL LENGTH 'L' SCHEDULEu(SLY ro SOCONUL t k E M IC = FON tsT5YSEEMON;Mlt_L
<br />44167
<br />FFRua�Jr-r
<br />a for
<br />SCR am Is ►OR AIIOIORS THE a Sgila PCt NNMlaaln NIO woo VMS OULO4
<br />HWMM ANCHOR f►KNOS NO MOkAM EDGE ONVACE NE raOAEO ON THE WOERRL PON
<br />EA I= TINN Remo ON so=" no= AtDIOR WV=o K MUHPLVNN SPACIINDOOM ON SCHEME BY M FOLLOWING FACTORS. TON "ft EPSILON m K PO6aNLL
<br />Ri011Cfa SIMCI G ONMU LOW FACTO NNL NOT SE LESS THAN MAMA SFACSO
<br />$ca= MR EACH ANCOR INS a MCH M LOBO.ANpO
<br />1YR
<br />1/41
<br />1/4S
<br />1/4.
<br />1/r.
<br />w6NAa
<br />m-m
<br />o\ mom Brm
<br />a
<br />a
<br />a
<br />a
<br />E,p.YNN
<br />aV3
<br />tN
<br />a
<br />a
<br />,
<br />3
<br />P.a4,Ma
<br />a
<br />a
<br />arp
<br />a,pA.ML
<br />I&2al
<br />NET
<br />AAM CUM
<br />PRISM[
<br />"I.)
<br />MAfMM NOMM SPag61 I= ED. - 3 1/Y ••APPLICASILE
<br />To
<br />OOIIBaR6am
<br />6r nd
<br />LOOTH tF (w)No"
<br />1NC0I/
<br />C, tv--w
<br />O'aN-M
<br />PMOx80! RxINL D
<br />FABLED[ PWS
<br />SpA !Tlm
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />sum
<br />m CONCRETE
<br />m
<br />ODIORETE
<br />SLOCH
<br />m CONCETE
<br />m
<br />IattLDEE
<br />■DEN
<br />m OONCREtE
<br />ro
<br />DETESTS
<br />■m
<br />ro CONCRETE
<br />10
<br />,ONCEi[
<br />sum
<br />m CONCRETE
<br />ro
<br />CONCRETE
<br />GLOCK
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />N/AN/A
<br />1'''''1'N/A
<br />N/A
<br />1 (BOTTOM)
<br />1'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 />2 (TOP)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />S'
<br />N/A
<br />S'N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />353. -72.0
<br />r
<br />N/A
<br />NIA
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />3 k 4 (TOP)
<br />>7'-S' TO B'-r
<br />OR LEA
<br />r4-
<br />N/A
<br />N/A
<br />r
<br />6•
<br />6'
<br />S'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />1.N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />4'
<br />N/A
<br />N/A
<br />6-
<br />B'
<br />S'
<br />6•
<br />6'
<br />6
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />61/4-
<br />121/2-
<br />51/4-
<br />61/4-
<br />6 1/4-
<br />6 1/4'
<br />61/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />5 1/4-
<br />12 1/2•
<br />6 T/4•
<br />61/4'
<br />6 1/4-
<br />61/4'
<br />61/4-
<br />N/A
<br />N/A
<br />6 (TOP/BOmu)
<br />'-r TO IP-r
<br />SSA. -72.0
<br />N/A
<br />N/A
<br />8 1/4-
<br />N/A
<br />81/4•
<br />N/A
<br />51/4-
<br />6 1/4•
<br />61/4'
<br />61/4-
<br />N/A
<br />N/A
<br />S (TOP/BOTTOM)
<br />'-r 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 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />0. S, 10 (TOP)
<br />43.0. -46A
<br />4
<br />NIA
<br />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/r
<br />B (Wrw
<br />OR LESS
<br />6'4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />6'6
<br />1/4'
<br />6i/4'
<br />1 (BOTT011)
<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 1/4'
<br />6 1/4'
<br />6 1/4'
<br />10 (BOTTOM)
<br />/a DIRK 10. it COD 12FOR ANCOWS TYPE A SP C4O FOR NEWLATOIq INTO WOOD MAC RkOW
<br />o w im MOTOR DM1fi = COD M/�RY EDGE OWN" AM VaICaED ON 1Na WREAKS. MR LA I=
<br />TN+N NDwo ON won" KRME ANCHOR SRIMM •/ IRLWLVNO NACNG DORM ON SD60WF BYT+E FOLLOUIG FACTORS. TOR TW OPERATON m BE P00DL REINAM SPACaR 06OYMA MOO FACTOR
<br />SMALL NOT K LOSS TWA NIMM S►ACNG NOICATED FOR EACH ANCHOR TYPE AT AM== LOOM
<br />i!4•A
<br />t/rI
<br />,/4'MWAGON
<br />OE 9YI.O!
<br />ma�sots
<br />oAIK-N
<br />MA PIW10R IFHOMi W
<br />a
<br />a
<br />]
<br />a
<br />x +pa
<br />3
<br />3
<br />3
<br />3
<br />a
<br />, 1/2
<br />Wary osr Nr DJ
<br />,
<br />s
<br />],p
<br />D ,p
<br />1
<br />a+pMa
<br />So, B� �m
<br />FA4170Sam
<br />Im
<br />ra,
<br />-
<br />,mm
<br />>eF CON
<br />N
<br />FOR tit. aF1111M11011
<br />now
<br />mom
<br />1. WSTALLATKNO FOR ALTERNATNES OW. SW k VOW ONLY VALID FOR
<br />BUI DINGS WPM ASO. DESIGN LOADS UP TO +43.0. -48.0 P•a.f. ANDPANEL'S LENGTH UP TO 12•-4'2. FOR NEW WOOD FRAME CONi1RUC ION: WOOD MEMBERS TO K SOUTERH
<br />PINE NO. 2. W/ SPECIFIC DENSM OF 0.55 OR EQUAL
<br />//DIN FOR FdSINAl1ON OFere•TY,Mc•k BOTTOM Y WAY TGS CANBER,'»MBIILm N ANY WAY TO Stiff ANY
<br />INSTALLATION.
<br />1 4Y LAO SC M
<br />rO.G w!TPIENIONATION AT
<br />OF PLATE
<br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/4 r"/INTO EXISTING WOOD STRUCTURES
<br />-rl �
<br />I" �a-id I�7/�! I+oe NATIVE 2
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