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<br />3�ICTmN T
<br />6cAE 3/e-t•
<br />N101E: IIALION CAN AL60 K fShc1ED W/0 510RM PAILS ON TOP
<br />OR BUFI'OY 8D 1MT R M lOCA7[D AT Top OR B0170M or OPFNMM.
<br />(ONE PANEL OPEIMM W/ tUK TOP R 6071O10
<br />sore. r�
<br />I�-Mee.
<br />INSTAILIATM - ALTEITNATIYE lw
<br />scram Ile r
<br />AWALLATIOM - ALTEIBIATIVE 2w
<br />9CAC 1/4• _ p
<br />AIM
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />Lm TO +55.5. -720 p.s.I. AND PANEL'S LENGTH UP TO 8'-8'.
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUK_
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INWALLAMON.
<br />CONOETE NCHM CONDOM Ala lm
<br />(tEE � i�� pK /C � 1C41))
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<br />wALL AND FLOORomm NOUNflNG INSTALLATION
<br />SECTION 1 SCALE: 3/r - I• -SECTION 2 SCALE: 3/6• - 1•
<br />NOTE tlN LSE SAFETY STORY PANEL SYSTEM OWALIATADN
<br />I. LIFE SANELY STORM PANEL CAN BE LAGGED AS AN END PANEL (nRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL lDG7ON IN BETWEEN ENO FAMOUS).
<br />LIFE SAFELY PANELS WY OR Wr NOT BE INSTALLED ADJACENT 70 IEpUt/W PANELS
<br />(W/ OR W/O REGULAR TRACKS.)
<br />A In SAFELY � PANEL CONSISTS OF 0OR. GALVANIZED STEEL STOIC PANEL AS
<br />PER CO1NPOtlfl1T SHEET 2 OF DRAWING.
<br />THIS PANEL ITSELF m BE REMOVED OR R4TAUl9 FROM THE 1AIDE OF
<br />STRICTURE.
<br />s SAFIEtr As 9I xT OFA7N O Dh RRxi 0a WO WAjcx To �A p.�j(
<br />COMPONENT Y K INSTALLED WALL OR FLOOR MOUNTED FOULO18NO SECTMOS 1 a . •yU
<br />2 ON THIS . BE As WELL As DETAILS 1 ! 2 I'MI SHEET 14,
<br />4. IBM. UENGTN FOR COY►O►EM ®B 1S•. 1 �•
<br />SCHEDULES MM. ANCHOR SPAGNG FOR OOTIPONEISI 4) ANCHORAGE AT NOTION S cNem ON
<br />14.
<br />COMPONENT �) WY �iPERMANET ON REMOVABLE }*q:
<br />I SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BINDINGS ON SHEET 15. g 'Y '•
<br />p�;.,• OR
<br />a SEE SHEET 4 FOR OCTAL APPLICABLE TO THE tECESSIYY FOR THE INSTALLATION OF
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BADS. , wl
<br />i ii III �11...
<br />ee eOl.
<br />V M tNeWNla
<br />CELL16Na � rEnel N501IET1110 wALL t iLOOi NOImlTI10
<br />INSTAIIATIDw - ALTIEMIaTIArr AW I�TNIATIOMS - LLTEINATIVE SW
<br />(SECTOR AT TOP IS UMTED TO +55.8-67A MAX. SEAL' 1/4• . 1•
<br />A.S.D. OEM PRESSURE MILTING)
<br />WAlm 1/4• . 1-
<br />rr,Ne ,Re,
<br />':7'11`sw rN
<br />rum NOIINTIIO
<br />IWITAUATION - SECTl011 AM
<br />BrABm I/4' . r
<br />2/4. 21(/16 3/4 OR 4/4 I yT. 2, 3 MW/i5 L IOW, A IW/15
<br />' ALTERNATE LOCAION '
<br />AREA W/W U K SAE7Y PANELS
<br />--I ON LIE SAF Is aw) L
<br />DF t8E (SEE FETE t9ELarT
<br />"' ---- L.• REaMAR PAFI[L9 B/ ON l��IACATETY
<br />- SAFETY PANEL -J
<br />W/o RMaAAR 11Gucs
<br />(SEE NOTE I
<br />KUTI1) r
<br />ILL > >mPoKwROPOF�iN9M8NNU.
<br />ALWAYS K P11DLwPa W RMR ,IAIDUt
<br />ro r I D
<br />ELEVATION
<br />W INSTALLEDOR R M FROM
<br />a 6TMI al TIOIPAm FROM Zap[
<br />SCALE 3/3r-,'
<br />OM
<br />1
<br />U�I77
<br />afE ,lot[ , �OIL7oaWE 1AGWON
<br />ATsrtmmm
<br />1)
<br />SECTION B-B
<br />SCALE 3/32•-1•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.■_f_) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH `L` SCHEDULE
<br />NNW M nWr enR .MABId?N AAf NATY,tl.BM m .2a tWa!,MNR , T.e„ ,n r .
<br />WARM ASA
<br />�rN
<br />YIN. 1D1GM
<br />(KEL
<br />M000m
<br />a Ns M
<br />v .101
<br />+II.a -no
<br />Y-r an Less
<br />2 IN
<br />UNWIND
<br />I TI MI B ! 7
<br />+a68. -7Lo
<br />>Y-B• m r-r 11F..
<br />: 3/4•
<br />y1Mpl]E)
<br />1 1M11 a ! 7
<br />-*A -no
<br />>r-r ro II,_r NR
<br />2 I/r
<br />• wr um Pf
<br />9
<br />+43A -46A
<br />12'-e OR LE%
<br />] 1/r
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<br />a 9 • 1a
<br />• SMILE W/ 1/p►ffii• at- ai ! WIMRR M MOW ! VOLOWN M PNIrL
<br />INIWO ONLY FOR POMSMI& 1i111KMliND1E AS PM SWFn& I TIMLL 7- ON aAME7S A A R1
<br />NNORM ABA.
<br />calm
<br />INNING ().P(DAf J
<br />AMNMR, MOMRf VACM FOR E0. - a 1/r
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<br />10
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<br />10M/'OF
<br />OE M
<br />Oam
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<br />WA
<br />WA
<br />WA
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<br />WA
<br />WA
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<br />WA
<br />r
<br />WA
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<br />WA
<br />2 tlp )
<br />r
<br />WA
<br />N/A
<br />WA
<br />r
<br />WA
<br />•
<br />N/A
<br />8'
<br />N/A
<br />2 (sorw
<br />+511 -72.0
<br />OR LOW
<br />r
<br />WA
<br />WA
<br />WA
<br />r
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<br />WA
<br />WA
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<br />WA
<br />•'
<br />WA
<br />I'
<br />N/A
<br />7 (TOP)
<br />r
<br />r
<br />WA
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<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />467 (BOIW
<br />WA
<br />WA
<br />12 I/r
<br />6 W
<br />12 I/r
<br />a Ile
<br />6 1/4•
<br />• 1/r
<br />9 1/4•
<br />9 1/4•
<br />5 (TO►M/Bormi
<br />9M BNMR 10 ! $1 FOR AWCH M TPE ! 9AAGNG FOR MMUAMS MOO BGoo M W BUMa9M.
<br />WIMN NIOCR WCONIS AND INMM W O NICE ARE IWWM ON UM SIOm1AL FOR E.D. LCIS
<br />It" Iowa ON Sam" mm Nl/MR Was or eL1RYM NYa1M sham ON WICK" BY
<br />rE POAOUM FWIO11L FOIL We CPVWMN A E PONO" AM= 11AC M MOW Ullo WO1
<br />sau Not R I= a1W Boom NM" BANDIED FOR GOO NIOIW A" a ANCRORE LO D&
<br />MINOR M
<br />1/4S
<br />I/41
<br />1/IY
<br />1/4%
<br />1/4%
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<br />ND>Zis
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />LIP TO +553, -72.0 PSF AND PAM i LENGTH UP 70 Si
<br />2. FOR NEW WOOD FILAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN
<br />PINE NO. 2. w/ SPECIFIC DENSITY OF 0.55 OR EOUAL.
<br />TOP a BOTTOM MOUNTNGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS 6
<br />(,2 1/;
<br />TD ICUL
<br />Q
<br />-
<br />i2;1• I11
<br />_ I�;i.. Ill ..
<br />All
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<br />bsl _ • L11 ,L . 7 _ 1 • . M�
<br />. '1 _. • . .1 • •i• � : 311 «• ..«: it =i !. '11: itll
<br />ALTERNATE
<br />UXXIION
<br />AT END PANEL
<br />SItIOB EVER'!
<br />OY[RIM
<br />�a 0. 0
<br />RWEIe
<br />r MM. (c+ME n
<br />(9 OR 1/4• !I� I I Nil -�•�i �•1FDEAtOR PANEL -END PANEL
<br />�SPAM� WpAiWK'
<br />` ,•-s tANL 1
<br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APEMBLE TO SCHEDULE 21
<br />9CALm J/1r - I'
<br />�I����S.1) PR����NG����D CORRESP�INGPR����NG�.f��D CORR_ESP�ING
<br />YAX111UM PANEL LENGTH `L` SCHEDULE
<br />rANPlry r ro 4LA'F,OIeR , ! 7 NML7m F'eN L'FE SAFETY STORM! PAMIL
<br />arereu ION eNYn I-L -
<br />MONOWN ASA.
<br />momm
<br />MOM
<br />9om11
<br />OF RN•-ORP
<br />a t-W
<br />mmum" F011aE M
<br />HM1oNME RubDOM
<br />I i
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<br />NNEOM n1M1
<br />IEMM t' MJ
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<br />comma TE
<br />e acM
<br />70
<br />CaIOE7E
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<br />MAaI
<br />70
<br />m cmum
<br />Mach
<br />To
<br />slalx
<br />55A -72.0
<br />IF
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />6'
<br />N/A
<br />i a 2 (TOP)
<br />S•-0. OR LESS
<br />1•
<br />7'
<br />9•
<br />1•
<br />r
<br />1'
<br />1•
<br />9'
<br />9'
<br />9"
<br />, CBorTo1N)
<br />+SSA -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />W
<br />N/A
<br />6'
<br />N/A
<br />I ! 2 (TOF)
<br />'-W m 7-e•
<br />0.
<br />S•
<br />r
<br />r
<br />r
<br />7 1/2'
<br />9'
<br />9'
<br />r
<br />9'
<br />1 (BOTTOM)
<br />+55.0 -72A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />w
<br />N/A
<br />6•
<br />N/A
<br />1 a 2 (TOP)
<br />Y-r m 8
<br />••
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<br />9'
<br />•'
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<br />6'
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<br />1 (807TO1)
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<br />DowPIIpoNK
<br />I CNN B I/r M MIN IMP Or NBIE)
<br />OW 1 00 ! r ATR Re, IV OF NNE)
<br />APPLIGBIE TO
<br />9E a
<br />11N0111 •L
<br />10
<br />OF THEM
<br />+40.2 -61.5
<br />3•
<br />3"
<br />♦ t 2• ! 4 12'
<br />2 (BOTTOM)
<br />-r-6. OR LESS
<br />+52A -66A
<br />3'
<br />J-
<br />4' 4'
<br />2 (TNTRIONO
<br />7-r OR LESS
<br />+56.0 -72.0
<br />2 1/2'
<br />2 1/2•
<br />4' 3 1/2'
<br />2 (BOTTOM)
<br />7-r OR LESS
<br />+55.0 -72.0
<br />2 1/2'
<br />2 1/2'
<br />WA WA
<br />2 (BOTTOM)
<br />I--6• TO Ii
<br />+55.0 -72A
<br />N/A
<br />N/A
<br />S• 3'
<br />2 (BOTTOM)
<br />7-6' 70 6•-6'
<br />1AVYM w9a 9eaN
<br />FR SERUM
<br />14 Irrn,
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<br />1Q WRIT is FOOT AROMNS THE ! w• M FOR OMd LATOW WW BOB) FMA BIRAIIa
<br />NOUN AMION W$a m AND iMMAN WK OW ANCE NE 91a11aoEo am TIN toeEOUL ION
<br />EA. Laa TI M RMIODEO ON SOC U11 IKFK2 NgMN SAWNM BY RLLM M NVOG
<br />9MMN ON WNWIAE F TIE FOLLOWS ACTORS. FOR M OPMWw1 m K POINKC
<br />Rm11L1m swan OFA.O Low "c"Ift NUaL NOT K LIM MIN WON W*m w
<br />POINTED FOR at" ANOrII Tft R ANCHOR!; U1wm.
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<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING ./.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORK PANELS (1) a DT INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />COMA 06Y FOR PIMELS(Dk ©88iGWOgNS AS PER SECTIONS 1 TBN 10. ON SHEEM 4, 5 ! 6)
<br />ANCHOR
<br />sK MEEs +a n 111E a FOR ANNC1101M i7PE a aHW:2D FOR 9MGILAWONN MO
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<br />1. 0WAlAT10NS FOR ALTERNATIVES BW. 9W a IOW ONLY VAUD FOR
<br />MADNNGS WITH AS.D, DESIGN LOADS UP TO +43A, -41LO P.S.R. AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />L FOR New WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />P64E NO. 2. W/ SPECIFIC DENSITY OF 0.85 OR EOUAL.
<br />NOTE FOR �iM710M OF WCNMMWa:
<br />TOP ! BOTTOM MOtM16NC5 CAN K
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />1/4.040 sm a•r O.C. W/
<br />1 1/2 WI. 71AEMEp PDCWA"W
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