|
w:�,: I'aaa
<br />RiNW,
<br />I)
<br />t41
<br />ak
<br />3 a.
<br />. � 1 Ia1 • 1 • • • 1 • I e '
<br />� ARTBNN■■LKe�I■.rf.■m■Kl.�a�i i
<br />I I`
<br />illlll.RS 'M.iiRS.W � RE
<br />11 a - (,*,.: MIA•;. � a rnr rnr-,rnNN �rnr �rnr �:rnr ,
<br />Igloos `I- IPIII
<br />1/�:rnr rnr rnr
<br />Mni. ruWp
<br />SPMN (R.) •
<br />^iEOAU W .
<br />144E WALION -
<br />4•-r
<br />Y . Y a I/r
<br />> 4' t 4•
<br />• WW1�0a1+SLaMD��'�.i., -75.0 A.tP1EiA5lE M/M0
<br />" ►MWIL'lb 31 L�•�"Ml t °'°EI(R°
<br />IAtE OR BOTTOM 01" iHL B I.
<br />TOP_
<br />TOP DR BUtId1 OPENNB.
<br />NOSE PNl1 OPEWM R/ TRIBE TA a eDrra6
<br />RISTAI.LAT1011 - ALTERMATIYE iw
<br />SCMt: 1/r - 1•
<br />11ES[1t1, THE 2W
<br />Sol. 1/4, - 1•
<br />ZW1F9S
<br />1. INSTALLATIONS ARE OAY VAL.bfOR BULONCS WITH AS.D. DESIGN t.OW3
<br />LIP TO +SS.S. -72.0 p.B.l. AND PANEL'S LENGTH UP TO W-9'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF O.SS OR EOINL
<br />TOP k BOTTOM MOUNTINGS CAN 13E
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />aK SCHEDULE
<br />B1Q ET
<br />OCNCIIm ANCHM
<br />SHEET 14)
<br />POUNDS C01MNDSH
<br />A00'
<br />I
<br />8
<br />1 OA.
<br />tl
<br />i
<br />WrWL A OStBE pp.
<br />(fQ SIT. aJ14)
<br />('
<br />�
<br />I
<br />i
<br />t
<br />Omer= WHOM$ , 7/w/m/m,(ME WERE 14)IE
<br />MOC1•�
<br />smw 14)
<br />WALL MOUNTING WSLALLAIM WALL ANQ FIDOR L�LHITNKi INSTALLATI�i
<br />- SECTION 1 SCAM- 3/e' . 1' SECTM 2 SCALE: 3/8• - 1'
<br />MOTES ON LIFE SAFETY STOOL P e,cnN IASI LAWN .
<br />1. LIFE SAFETY STOM PAND. GAN K LOa7E0 A9 AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PMEL. (ANN, P11iL LGCA110N IN BETWEEN END PNNEl3T.
<br />LIFE SAFETY PANELS AMY OR WY NOT SE INSTALLED MAACEM TO RE&1 PANELS
<br />(w/ OR W/o Res" TR•ONS.)
<br />2. In SAFE)Y PANEL CONSISTS OF 0.039' QALVAWW STEEL STORM PANEL AS
<br />PER COIAONRa . SHEET 2 OF DRAWING.
<br />THIS PANEL ITSELF To K REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />I I SAFETY / REQUIRES d 9NEn i�TIu K COMi ®R BOTTOM TRAM TO
<br />HN
<br />���TH
<br />CONIPOdfJff Y 9E METALLED BYll OR FLOOR MOUNTED FOLLAWINo SECTIONS 1 a
<br />x DN TFBS AS WELL As oETARs 1 a 2 ON SHEET 14.
<br />3W •
<br />4. UIa LENGTH FOR CgWONFNT®®LSE 1S•.
<br />9k9
<br />NDV,
<br />MAIN. ANCIm FOR OOLTPO 4)ANCHowa AT BOTToN 5 GIVEN ON
<br />SCHEDULES La 2. SHEET 14.
<br />COMPONENT ®ANY K PERMANENT 00 REMOVABLE.
<br />jE
<br />A SEE DETALS :OR OWALLATMN INTO WOOD PRALE BUILDINGS ON SHEET I&
<br />7'•'•
<br />IL SEE SHM 4 FOR DETAIL APPiCAKE TO THE NECESSITY FOR THE YSTALLATION OF
<br />SPACERS AT 711ApNS IWALLLD A&MENT MB) BEYOND ro BN M/w00D /AIB)S.
<br />I owl
<br />IMMIL O A BLANf Youldli O WALL At FLOOR MOlMTM
<br />NW 1 ATION - A11E9MITIVE AW DWAILLAT1128 - AITERM NNE SW
<br />(SECTION AT TOP IS UMM TO +553-87.0 MAP. SOML" ,J4• - ,•
<br />AS.D. DESIGN PREP RATING)
<br />STIR !Kill 1/4` - 1•
<br />1 •uyr aA 1
<br />IT
<br />I
<br />M I.r NL4,Y
<br />w rteN4a«3
<br />M ONr MR,
<br />R4SEALLATRMI - SECTM 4AW
<br />SFAL@ 1/4• - 1•
<br />j LIMA 2/4, W4L V4 a 4/4 � L-.T. 2, k �W//S L•,ojo-1, Z t III
<br />LTERNATE
<br />J ON In B xm PA EL t--
<br />ME'A 111/100 LRE SAFM PANELS
<br />! LOOWIOM Di UFE (SEE "m 1sel
<br />------ L. REOIRAR MIELf w/ OR-_...,._._�
<br />SW" pRML -J
<br />W/0 REIPEAR TRACKS
<br />(SIZE IND1E t
<br />9EL0.0 • LAW PANEL Q TO K SBMIIED AS
<br />LIFE SAFETY smpm PANEL OPO" BNEL
<br />STORM Oro+,Cl100E MRMSE1ATi0NK, 0=
<br />ELEVATION
<br />OF 370 KIRmsvuo lICI11li. OR REMOVED FROM MSIOE
<br />SALE 3/3r-1•
<br />1 ' ) ` 1/4• a.IPP
<br />T
<br />8 �,1T FNeINOIt N1w0s. TENRP3EN LpOyWIMN
<br />SECTION B-B
<br />SO" 3/32•-1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (ca.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH SLR SCHEDULE
<br />AR1n ,R.v f1r .,.TITAN A./a rr 1.YN.1..- o vrlr-M , ..,
<br />.554 -7"
<br />Y-B' DN LOSE
<br />2 IN
<br />UA90LSID
<br />, ,MU 5 A 7
<br />.5" -7"
<br />>Y-5' To r-r 0-
<br />2 314
<br />UNDO=
<br />1 NNW 5 a 7
<br />+SSA -7LO
<br />>C-r m +I•-Y as
<br />x I/r
<br />' M�pI I
<br />•
<br />a'll6pm
<br />♦ A -4a0
<br />12'-4. OR LESS
<br />3 1/r
<br />' Af OInSAPi"
<br />IL 1 a 10
<br />• NOM W/ 1/410-3a,+' BD. RA t YWMNR a VAX* a LAIRON 0 mow_
<br />(MLA ONLY FOR PAK3; 11 & SA VWNIAYAW AS PER SECTIONS I VIM 7. ON sHam 4 a M
<br />PW2MM AST.
<br />Sum
<br />PEKND
<br />ww
<br />VAMN ANIDIMe SAWING FOR ILL 3 Ilr ••
<br />+ IS)
<br />NnNO
<br />01THE(NY3
<br />� wmm ma
<br />t/IN 1(A)
<br />%WON
<br />fJ TM -AP
<br />eut•4L
<br />ma"walE PER" a
<br />WAR& E Pt%
<br />TO cam
<br />OMW
<br />am
<br />cmeIDmtomO
<br />BI10
<br />mclam�m
<br />To
<br />e
<br />c w im
<br />OWItlEi
<br />W�
<br />cmm
<br />10
<br />SK
<br />r
<br />NJA
<br />R/A
<br />R/A
<br />or
<br />WA
<br />r••
<br />AA
<br />I (TOP)
<br />C
<br />r
<br />WA
<br />WA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />I hD,TDtPI
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />WA
<br />r
<br />R/A
<br />or
<br />R/A
<br />:lmq
<br />r
<br />N/A
<br />N/A
<br />R/A
<br />r
<br />tl/A
<br />r
<br />N/A
<br />5•
<br />N/A
<br />s 01DaD10
<br />.363, -"A
<br />or
<br />R/A
<br />N/A
<br />R/A
<br />r
<br />WA
<br />r
<br />N/A
<br />r
<br />R/A
<br />3 a 4
<br />r-5 a tIZlE
<br />an 1Fsa
<br />r
<br />r
<br />WA
<br />N/A
<br />1.
<br />r
<br />r
<br />P
<br />4
<br />r
<br />3 (aorw
<br />Ir
<br />tl/A
<br />WA
<br />N/A
<br />r
<br />N/A
<br />r
<br />WA
<br />S
<br />N/A
<br />7110F)
<br />r
<br />6'
<br />Wh
<br />N/A
<br />r
<br />r
<br />r
<br />P•
<br />r
<br />r
<br />4 a 7 (BOITREp
<br />WA
<br />WA
<br />12 IRE•
<br />P 1/4•
<br />,2 1/2'
<br />S I/�•
<br />® 1/a•
<br />P 1/a•
<br />• 1R•
<br />B 1/4•
<br />5 my
<br />SEE WERE 10 a Ill PER OMM M TYPE • eMOM Pet NiWAla6 ROD MO FRAME BLRO.e.
<br />rrM AM" SPOOM Na I OK OSma ARE omm AN no SCHEDULE. PORE La LESS
<br />INNS am= am BOIma SEEM No" rom BY RLBTRL.tl,M e11O3M MIOeI ON Soltl BY
<br />THE TOLANO FACIALS. MR DK OP M= m K POSMLL NOV= 000 AIMED UM WRIN
<br />!w1 mm K me 111M ■TIFF Pam NOWn, Net EACH mom rot M mewon LKaa
<br />T M
<br />I/4'.
<br />tp1
<br />I/h
<br />t/41r
<br />1R1
<br />+/4Y
<br />WPM
<br />W TM•�
<br />pNR�1
<br />p6�V
<br />r. NNAr fNOa IIU
<br />3
<br />a
<br />3
<br />3
<br />f Ih
<br />3
<br />4P1NM.RrO W W OJ
<br />3
<br />3
<br />!
<br />3
<br />a
<br />3 1R
<br />Na •.•I 01•R,Y SA,a N
<br />3
<br />a
<br />3 112
<br />1 3 1R
<br />13
<br />//1
<br />IDYL CL PRE amm
<br />RICO
<br />Ilr
<br />m
<br />-
<br />-
<br />fL
<br />-
<br />m
<br />&P
<br />r
<br />1m
<br />,m
<br />-
<br />Im
<br />AS
<br />31
<br />Im
<br />m
<br />Im
<br />SS ME.
<br />U.
<br />r.
<br />1
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINOS WITH AS.O. DESIGN LOADS
<br />UP TO +55.6, -72.0 PSF AND PANEL'S LENGTH UP TO F-8•.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MiMBERS TO BE SOUTHERN
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP 4: BOTTOM MOUNTINGS CAN BE I
<br />COMIBNEO IN ANY WAY TO SUET ANY
<br />INSTALLATION.
<br />�R�nB�■�/��rN4R■B�RrBrR1R����Rl��a�T�RRI■
<br />�. �I .. • • 11 . L L i`7 _ _ 1 •.. • FOIL
<br />rAl w "A
<br />P4N�UK
<br />N
<br />I
<br />PIPLE 10
<br />NNBNIE NAB
<br />somas # i
<br />Q
<br />WrNM IONIZE
<br />IANOM vow
<br />m
<br />-
<br />fO1MP�
<br />WDCK
<br />m
<br />StDOP1
<br />SO
<br />oOPI10
<br />MOIL
<br />m
<br />EaROeT3.
<br />eDCN
<br />m
<br />BIAOI
<br />b"
<br />N/A
<br />N/A
<br />I N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />r
<br />I N/A
<br />I 1 t 2 )
<br />SSA. -72.0
<br />9•
<br />7•
<br />9'
<br />9'
<br />9`
<br />B`
<br />r
<br />9•
<br />9•
<br />9`
<br />t (BOTTOM)
<br />6'-0' OR IkSS
<br />455A -M.o
<br />N/A.
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />1 a 2 (FOP)
<br />'-w ro r-r
<br />9'
<br />3'
<br />9•
<br />IS,
<br />9•
<br />7 1/2'
<br />B'
<br />9'
<br />r
<br />r
<br />1 (soTT'oM)
<br />+88.0 -72A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />6
<br />NJA
<br />1 # 2 (TOP)
<br />r-r ro 6'-8'
<br />r
<br />4•
<br />L mum NSA.
<br />PNDSSAE Ram L-J.)
<br />, (SIN B S/r 1h Mr TON of ANWQ
<br />am 3 Sol • r IN. KIWI TM ND nowon"
<br />APPLICAK[ ro
<br />WY a TTETAf a
<br />v I.j
<br />CONCRETE c-
<br />+492 -81.5
<br />3• 3•
<br />4 Ilr 4 1/Y
<br />2 {IOTTOM)
<br />Fr OR LESS
<br />+52A -lira
<br />r !'
<br />4` 4•
<br />2 WITOM)
<br />r-6. OR LESS
<br />+55.0 -72A
<br />2 1/2- 2 1/2`
<br />4' 3 in.
<br />2 (BOTTOM)
<br />7-6' OR LESS
<br />+55.0 _7"
<br />2 1/2' 2 1/2•
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-r TO e'-0'
<br />+55.0 no
<br />N/A N/A
<br />3• 3•
<br />2 (BOTTOM)
<br />r-6' TO 6'-Y
<br />ALTERNATE
<br />LOCATION
<br />AT 80 FARM
<br />O
<br />KEEAIOR PM/EL--T:76! PA141
<br />Q i r-
<br />02
<br />> r
<br />SIR,. ANCPIdt 1NOf. ANI31A
<br />SPANM SPACING
<br />1' -r INN.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCALE: 3/f6• - I'
<br />MAXIMUM A. .0. DESIGN PREji.s.f) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH NO SCHEDULE
<br />(API N•m � SKY m ePe,INALtt , a 3 nn, FOR a INIM STORM PANEL
<br />SYSTEM ON SIEE, 131.
<br />rlKfr APSE arN
<br />P �ISNO11
<br />R-. Ara ,aeM
<br />� ' 4U
<br />IaaAr faAres
<br />A {11K
<br />PAA4
<br />mMIMI
<br />•NL4 -tfe
<br />r-r
<br />f we
<br />,.BITS
<br />SK WQT /5 FOIL ANC110116 m a ""M fm PaM&A MR) WBA ma "A4
<br />&* MO NFCNOR /ACNOS ANE MOO M UK D OW= AND NO== ON WK $MO" PORE
<br />CA SOS YMR MWCJOID ON mm" ma Allow wwo v "M YETIS AMOK
<br />elANI 01 fNIID1NE IN M POUNDN M PAMItL FA AK OPBMMON m K PAWRE.
<br />no= SFOC1M one= umm 14" N3IL EAT K LIE "m umma pvcm
<br />mmom Fa DO" AIRCREW TYP( AT NIOOe Lem&
<br />1
<br />1/4.4
<br />1 1/4** 4a
<br />Ile*
<br />Ile.
<br />INFO
<br />OF tlP.r►
<br />OEM+
<br />Me. Ram elrM
<br />D
<br />3
<br />3
<br />3
<br />f IRE
<br />*mamma
<br />3
<br />a
<br />3
<br />3
<br />3
<br />PaA1y 0.0w
<br />a
<br />d
<br />31/2
<br />SIA
<br />4
<br />AN9SL SL
<br />FRANK
<br />r
<br />,m
<br />+m
<br />-
<br />+m
<br />m
<br />�.3 -
<br />_
<br />Im
<br />m
<br />[1AM/D ONLY FOR PANELS tC')a QBtBTtuA7IOtu AS PER SECTIONS , i11W 10. ON SPEEIS 4. S N 4)
<br />WM" ATOMISE &RCM FOR EA. - 3 1/r -
<br />A,B0. oWGP
<br />PAxWAE
<br />STINTS!
<br />jpJ.I.)
<br />wEq+
<br />a TA► -EIS
<br />CNAL-e
<br />Avem R Flirts A
<br />PANIUmm Am
<br />SOUS aR
<br />APPLIOE m
<br />Fr..+, . 0,
<br />me K OaMMmN
<br />OF TOP
<br />MAaMM 14WA
<br />WK M y BL)
<br />m L3MNE7E
<br />To
<br />t3IlO1I7E
<br />BtOd
<br />m EDN0REIE
<br />m
<br />calacrz
<br />BUICN
<br />m COR04R
<br />m
<br />CONCRETE
<br />6ldtlt
<br />m cw4cmm
<br />m
<br />maR,C
<br />BtOOI
<br />m OONCOM
<br />m
<br />CONL3ICTE
<br />BLOOL
<br />m COINOIEiE
<br />m
<br />CANTO
<br />Bt0f3t
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />WA
<br />r
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />T (TOP)
<br />6'
<br />4•
<br />N/A
<br />NIA
<br />8'
<br />6'
<br />6'
<br />IS.
<br />r
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />NIA
<br />6'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />61
<br />WA
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />5•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />364% -72-0
<br />61
<br />N/A
<br />N/A
<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'-4' TO W-r
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />Ir
<br />b'
<br />4'
<br />6•
<br />r
<br />6`
<br />N/A
<br />N/A
<br />3 (IMON)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />6'
<br />NIA
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />4•
<br />N/A
<br />N/A
<br />8•
<br />1•
<br />6•
<br />b•
<br />4•
<br />r
<br />N/A
<br />N/A
<br />4 t 7 (80TT0M)
<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 />S (TOP/601TpQ
<br />A. -33.3
<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 1X
<br />6 1/4"
<br />NJA
<br />N/A
<br />6 (fOP/9OTTOM)
<br />-9` TO /1'-r
<br />36.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4•
<br />N/A
<br />B 1/4'
<br />6 1/4•
<br />6 1/1'
<br />all
<br />N/A
<br />N/A
<br />6 (IOP/BOTTOM)
<br />-b' ro 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 />4 1/4`
<br />6 1/4'
<br />6 1/4'
<br />5 1/4'
<br />a. 9. 10 (TOP)
<br />4&6. -40A
<br />r
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />NiA
<br />N/A
<br />N/A
<br />4'
<br />6'
<br />6 1/4'
<br />6 1/4-
<br />8 (sal
<br />12'-4' OR LESS
<br />OR LESS
<br />6'
<br />4`
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6`
<br />6 1/4`
<br />8 1/4'
<br />B {eonoM)
<br />WA
<br />N/A
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<br />N/A
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<br />6 ,/4•
<br />4 1/4'
<br />8 1/4• 1
<br />6 1/4'
<br />10 (BOTTOM)
<br />SIZE 8141 to Il Ala IS FOR AIIMM TYRE a WOCM FOR PSOLIAWB INTO 1000 ME MADW
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<br />TIMM INOImo all 9o=" I== no" rom wY 1"?ftYm0r VACM New ON SNEDLILE BY
<br />THE POtLE FACTORL M THIS OMWMM TO K MARL LUCID SPYCPS DID*= ,EIN6 FACE
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<br />1. INSTALLATIONS FOR ALTERNATIVES 81111. 9W A IOW ONLY VAU) FOR
<br />BUILDINGS BETA A.S.D. DESIGN LINOS UP TO+43.8. -48.0 P.P.f. AND
<br />PANEL'S LENGTH UP ro 12•-4'
<br />2. FOR NEW WOOD FRAME CONSTRUCTIONc WOOD MEMBERS TO K SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY Or 0.55 OR EQUAL.
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<br />TOP t BOTTOM MDUTINGS aLN K
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />,/4,P LAD WAiWW • r oA q
<br />DETAILS FOR OPTION 1 FOR LIFE
<br />INTO EXISTING WOOD STRUCTURES
<br />SAFETY STORM PANEL SYSTEM
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