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<br />1. INSTALLATIONS ARE ONLY VALID FOR BUVLDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 ps.S: AND PANEL'S LENGTH UP TO
<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 />M MOUNTINGS, CAN BE
<br />ANY .WAY TO SUIT ANY
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<br />SHEET '
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<br />i; LIFE SAFELY STORM PANEL DAL') W LOCATED AS AN END PANEL (FJW OR LAST PANEL)
<br />DR AS AN INTERIM ANY PANEL WMTVN IN KrOM END PANELS�
<br />OR
<br />LIFE SAF£11' PANELS MAaY MAY NOT BE INSTALLED ADJACENT TO REDUIM PANELS
<br />DR W O REGULAR KS (W/ i TRAC )
<br />Z LICE SWPEIY STDR�1 PANEL CONSISTS OF D,We GALYMIZED STEEL STORM PANEL AS
<br />PER CEIYPDHENT(y .. SHEET 2 Of ORAWRM.
<br />TIVS tSIRLICTUR�k. AiL{sM5 iTSEE? 7O 6E REN.DVEii OR BFSEAtLEO FROM THE INSIDE OF
<br />3. LIFE SAFETY RmUIRES Tbp TRACK TO BE CDMPONENT 8,. BOTTOM TRACK TO
<br />AS PER S"W OAWWL
<br />OF O SRSR
<br />� RYAI
<br />,�,,yy�iWTM
<br />CDMPANEfLT RE 1NSYALLEO L'F9,ODR MOUNTED PdH:LQVRNO SECTIONS 1 @,
<br />�,�4
<br />2 ON THE ff, AS IS AS DETARS 1- Ae . ON SHEET 14.
<br />4. Min. LENGTH FOR CDMPDNRLI�F'
<br />.
<br />MON. ANCHOR SPACR4 FOR P6NENi (I)ANCHORAGE AT BOTTOM IS GWEN`ON
<br />e
<br />SCHEDULES 1 & 2, SHEET 14,
<br />COMPONENT MAY BE PERMANENT 09 kEWWABLE
<br />-;*
<br />S, SEE DEIAa.S FOR Od5'TALJATION INTO WOOD FRAME IRRLGC'S NDR SNfET 15,
<br />4
<br />`. 0*.
<br />�FA
<br />S. SEE 'SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF
<br />SPACERSAT TRACKS INSTALLED ADAACELT AND BEYOND TO STUCCO/'wO00 BANDS.
<br />VIEW*
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<br />1Nff&La= ALTERNATIVE LW JNsmulmms - AMHAM
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<br />" AREA W//NO LIFE SAFETY PANELS
<br />''-..•.m,.�.-----`
<br />I WCATIOM (1F LIFE (SEE:, NOTE YBELOW)
<br />1.0, REDULAR PANEaS W/ OR ;`.•-`_,'.°`.-
<br />.-_.^-+•• SAF'L•iY b:AztEt. ^-*J
<br />W/D REO1FLAft Tp1ACN s
<br />(SEE NOTE 1
<br />'"""•-",•""'•'
<br />BID#*)
<br />Y LAST PANEL S�% TO BE #�TAII.ED IS
<br />s3016k-TY
<br />SAFE
<br />STORM
<br />OFE SAFLTY . R.AIA=L. DPERMG SNFLL.
<br />ALWAYS EE PNmwam wj REAR AIANOIE
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<br />OR REMOV€D FiMRI INSIDE
<br />ELEVATIQN
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<br />T;�T /SCALE
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<br />SECTION 2`-6
<br />SCALE 3/32-++.1`
<br />MXIMUM
<br />A.S& DES[GN PRESSURE. TING.(RA*Ff. M12 CORRESPONDING
<br />mamum EMEL k "L." SCHEDULE
<br />(VALID; ONLY AMR E NASTAUATIDN.4 AS PER SECTIONS 1 rem io. AN SHEETS 4. 5 K 6)
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<br />I. INSWIATIONS ARE ONLY YALID FOR SWLDINGS WITH XS.O, DESIGN LOADS
<br />UP TQ �t5D.'S, -710 PSF AND PANEL'S LENGTH UP TO B`-$
<br />2. FOR NEVI WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 13E SOUSiiERN
<br />PINE NO, Z, W/ SPECIFIC MNSI Y OF 0,55 OR EQUAL
<br />NOS CAN BE
<br />TO SUIT ANY
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<br />N/A
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<br />N/A
<br />N/A.
<br />6"
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<br />N/A
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<br />N/A.
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<br />6"
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<br />6"
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<br />N/A
<br />7 tTOP)
<br />6'
<br />4"
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<br />4 t 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2"
<br />6 1/4"
<br />12 1/r'
<br />6 1/4'
<br />8 1/4"
<br />6 1/4'
<br />6 1/4"
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 i1'OP/W TOM)
<br />60.0.. -6A3
<br />N/A
<br />NIA
<br />12 1/2-
<br />6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />6 1/4'
<br />6 Ile
<br />6 1/4"
<br />$ Ile
<br />N/A
<br />NIA
<br />6 (MP/WTtOM)
<br />',r To T1'--2"
<br />65.Q. -"72M
<br />f4/A
<br />N/A
<br />6 1/4°
<br />N/A'
<br />fi 1/4'
<br />T�1/A
<br />6 1/4"
<br />6 1/4'-
<br />6 1/4`
<br />`6 Ile
<br />M/A
<br />N/A
<br />B (TORRj'60TiOM)
<br />"-6` 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 />5 Ile
<br />6 t/4-
<br />6 Ile
<br />6 1/4'
<br />8,
<br />434 -48.0
<br />e
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />S"
<br />8"
<br />6 )./4'
<br />6 1/4-
<br />9 (BOTTOM)
<br />LESS
<br />6
<br />4"
<br />N/A..
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />$"
<br />S.
<br />6 //4'
<br />$ II4"
<br />9 (BOTTINA)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B 9/x•
<br />6. 1/4•
<br />6 1/4'
<br />6 1/4"
<br />TO (BOTTOM)
<br />SEE SHEM TO, 11 AN 12 FOR ANCHOR'S TYPE t 3PACMG FOR NSMAIATXR#a MM WOOD FRAME SURa1NG.
<br />MM" A VACO AND MIMMUM EDW OWAIa ARE MDRATED WI TAB SCHMUIE. FOR M LESS
<br />TMM RaOcm ON SMAU REOLM ANDUIR SP,M:WG BY MaTPLYRRI $FACMO 5l1OYM ON S9IEDVIE Rr
<br />1HE )IRUBVINO FACTORS, FOR i1AE O74RATMN TO BE PDM'WE. REDUCED S"i(&F.IG CSIAM 4MG FA W
<br />SMLL NYT BE LESS THIN W"M SP1CAla, `I(A10 f1Rt EACH AWHOR TYRE AT NlCM LEMO
<br />7 4-•-•
<br />$A*.. - ._ F/4'A
<br />1/4".FEW"
<br />i/PM
<br />_7/A_1
<br />wccw B• 4P-w
<br />FILM
<br />CPNi+M
<br />9MI6-iklf
<br />OAK Arno 0004 QA
<br />3 3
<br />3 - 3
<br />9 tjX
<br />1..
<br />4YWWRYlaXdT 4�'.t%Ex 6p..)
<br />9
<br />tAWA1 ibmce.6 WeNt $n,1
<br />3 3
<br />3 ,(X 3 1/2
<br />4
<br />3 m/2
<br />AERIrL tTa. Qafi tRf'{FI
<br />i A ga T D w
<br />r
<br />t!m
<br />tAq
<br />-
<br />T=
<br />J43
<br />-
<br />INSTALLATION 1 MILS FQR LAB W LSD A U
<br />INTQ MISTING WQOD STRUCTURESS
<br />r" . : I
<br />- y/,s ih1O k+V1ElMA1E PLUS -" _ 7-IQ P(MRWTE PLUSqli /14-i6 PAI,IET.�M7F PLUS
<br />r
<br />S -1/4" d.t, w/J 1 7/6" pp ;' -i $ il4' il.C. 14/ i 7/8'
<br />1MtEADW PENETRATION TD ✓`"yR "°•. fi°RFADED PEHETR4TRlN TO WOdO '. w
<br />t3 £ THFWADED PENETRATION TO
<br />�+
<br />/ EXCITING WOOD WA88A. - iGRT1NG WOOD HEADER MEUU ) , E'XlSTIND wDa7 NEFDER
<br />r5
<br />i i
<br />. I
<br />4 Il A Ctc ae.
<br />a T/a- aa. . 2 6 I/
<br />WOOD HEADER 1 w000 HEADER
<br />REWIRED
<br />So! 5o"= ON r LEE Bokwour of A 1
<br />8 $fY S
<br />ACNE FIRS swA8W3aTN f FOR TN%4 i r
<br />WAK
<br />._,-.
<br />;P. LkRG1H -:'._,
<br />....-t/4ti-2dxt"
<br />PANEL 114110 ,-�yf Ma%. RA!#k 4F.am
<br />,!A -2Mt1" i5 3 ; (SEE MDT£ 1) �TfaY-bmn fF�s,.�. (SEE NOTE 1) &g;. i (5tE NOTE iS
<br />Y.F w/ T/AY I r,
<br />-
<br />e a,an owwv ; rEPERr aCYIAFi # t�l R I
<br />Box
<br />IOF
<br />IV r
<br />MAR
<br />I RS Ma-. wf.
<br />{''' I ja :.-- "wn+o/i�yNul�waslaR � TA+.•;tJs' � i
<br />EC } I e [ 12 1/2" D, ` `Litit ¢ I _.4
<br />t ` I 1 4"F UAFi 3CNEW5
<br />A
<br />4 tt
<br />2k4' w000 T7ATE ' {f 1� 2•%4' W040.? iJ v 1 I t . 21W wDDD t t ,- MtI. 3NREADETL
<br />1'"-t ! . 14-10 PANEL11A1E PLUS . 1' 3 # REDU>km 1 a PENETRATION AT
<br />REW87E0 ,. I #. 8 1 4' , w/vTpN O$a REWRTW •,
<br />1 ° MCDWIOIN OF PLATE
<br />k
<br />{ L, *
<br />1 y 6 A80 W�TN Oi PLATE SCREWS 6
<br />4'"C.
<br />i i d i f _
<br />i i ! i10. •.aGISCREWS WJ 4y'w Y j p
<br />SI
<br />„?,_t.., T)RiF D PLC/21 EOW TIN,
<br />. --i- �,hy.A- RfAIEt
<br />INSTAUAWN AT MOTH S
<br />-. $TILE 3/a-1° SCALE 3/4-1'
<br />I. INSTALLATIONS FOR A-T£RNATIVE$ f1W. 9W ,t IOW ONLY VALID FOR Ipililfitoo
<br />BUILDINGS W)TI# A"S.D. DESIGN LOAD$ UP i0 +43.8, -48.0 PA1. AND _aAAM
<br />PANEL'S LENGTH UP TO 12'-4"
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, (MOOD MEMBERS TO BE SOUTHERN �u "•"
<br />' ���'r�,1�`�,(�^`�.
<br />f
<br />PINE NM -2. W/ SPECIFIC DENSITY OF 0•$0 OR EQUAL, FL()PADA BI ILOINO CODE h VelocityNuPFlcnno Tan6
<br />NOT€ FDA ' RiNAt N OF i crL ,a N0. dt ,# a Arta aLtECO; a 20 "OE GALYAIRZED STEEL STORM PANEL ow" ST
<br />- * ; s-._.,..,.
<br />_ �* aTl9JlDIO
<br />TOP a BOTTOM Mowm GS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY -cL -'- �r /► GLOBAL PI iTE00 $*. $141TPRODUCTS, U..�:. We
<br />INSTALLATION. - yO,i.•••. Fj i110 ._' i F 1M. 'MC.. alm Ss: s, sCxaET
<br />try {ry�,'-• ••< '{ NaS %., AN. aAacx a IaiAF. FNae: 7" Fm., (fa4)NM-vw 20-°-176
<br />. (iso
<br />IAkr S1 NA rw..'�11AI An.#m. n .sAu a-�s
<br />'suawena
<br />ar. Aae .r. Y.
<br />'krHF f#ITN „E, SFµJ�46vAEfCATE Ckaaa6T1�•• P:t m e. -.. a. - `
<br />' slRfY 1R OF XA
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<br />�RNATIVE 1
<br />ALTERNATIVE 2
<br />MM,»/4•AaIM
<br />(SEE•j
<br />MIC1iNE
<br />d e {z�E�1AORs
<br />m -1
<br />OCT
<br />OCT
<br />BC4LMIlE
<br />ON MttET 1A
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<br />tSE11.RCkI
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<br />ED
<br />ED
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<br />RNATiVE :�
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<br />1/4•LATS/8• Lahti Mi4a w/
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<br />tJ+'sA-sow` s3. Ys. a A" ae. OR-
<br />TFsRNATIYE
<br />W90���#�4I�1E CONDITIONS
<br />Ah#CHQR tf�AT10N5
<br />,Ji s� PAlhlINR iTIMLE n DR .�1
<br />waAKaRtE PU6 r s' ae w 1 t/2" Lia .
<br />En » ro iwxxg
<br />-
<br />_
<br />*I1P �- � 1.
<br />WALL MON
<br />ALTRNA/TIVE
<br />PLATE
<br />IiSi'ALLATItJN
<br />111�`�
<br />MOVE: , 3TNi1FRTRADRs H,DT SlIORt P'oa pARffp
<br />4114
<br />p�T11t/
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<br />y * ;
<br />1 m c1Wa. R e
<br />20 GAGE GALVANFZEO STEEL STORM PANEL A
<br />1. INSTALLATIONS ARE ONLY VALID FOR BtXOWM W17i1 AS,D OESGN LaM>s' TIP TO
<br />+553, -72.A Pd AmA1 PANEU•S LEAWH UP TD Q'-tl".
<br />2 FOR NEW waaD FINITE CbN^fi RUCINIk WaDD MDN RS TO SGUOwftlC
<br />ry
<br />S .0 JT � � ` ]
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<br />PROTECTION PRODUCTSm LTG. mJ saw
<br />48W St 51 STREET
<br />PRIE NE. +2 w( aPEC1FC DLNSIY OF O,aS OR E@W1
<br />_.
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<br />rwa.tamp ntticp �.P.ebY4An.uYr-
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<br />" T-+u A, - 191E3T #A M3A
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<br />W
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<br />O
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<br />L
<br />(1S C.m? Syj
<br />V1 � AQM
<br />.� W W
<br />1. 4m
<br />rev �
<br />SHEET NO.
<br />SH 1.1
<br />
|