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<br />SPAN (FL) •
<br />REMM" Mt.
<br />1UK MM,UON •
<br />4 4'-r
<br />r . r . 1/r
<br />> 4'-a• TO 5'-r
<br />2'. 4' . I/r
<br />r. 6 r 1
<br />9
<br />� INtil,..,lOE6 _ .LTlRt1.,TlE iB,
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<br />I. INSTALLATIONS ARE ONLY VALIIO FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP 70 +55.5, -= p.9.1. ANO PANEL'S LENGTH UP TO a'-S'.
<br />2. FOR NEW WOOD FRMAE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIitC DENSITY OF 0.35 OR EQUAL
<br />N= FOR COMMMUM OF LTIOALG•
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />MISTALLATION.
<br />filfflKl.Wlflflflf-----Sol
<br />•!fl
<br />loll
<br />• MMnm 'Wnw mul BMr.
<br />1)EILWO ! ROOR IIDIIIIEIII� WILL t RODR Yd1MTWD
<br />1NSTIl1A1!IOM _ LLtE■ItlIVE LYf 1N5TALIATIDNt< - LLTEBN�TIYE SMI
<br />(SECTION AT TOP IS LAI TED TO +56.5-67.0 MAX, ICAM 1/r . 1•
<br />".D. DESIGN PRESSURE RATING)
<br />SOILL 1/4' . 1'
<br />1
<br />,Y mM ONO,
<br />6 ... MIMIK
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<br />I I I /4 VA. 21&/4, 4/4 a 414 , L 2,t'JW/iS 1, y At iW/115
<br />I
<br />J oN TMINI' T' rAN4 L-
<br />AREA W/NO LSE MM / OR L SNM of In r NOTE max"
<br />L.. IIR{AM PAMOs W/ OR ..__._-i. fAE1Y pAN6 -,;1
<br />■611PIW / W/O REORIENT MACa (KE MOLE 1 ��q m
<br />OOMI'JWIE AINOes / . // , LAW sARTY sID101TO K PWAUEpMalltll
<br />Na tlralmut a
<br />In
<br />lNRT 1q Pou mr j WEEMEMMFWO.IDW W IfM wWOIL
<br />0414. F TO BE INSIAU OR RDIOL9D FROM MAK
<br />xw
<br />ELEVATION
<br />WALL MOUMNO WALL AM FLOOR MOUNTING INSTALLATION SCALE 3/32•-t•
<br />SECTION 1 scuE IA.. 1' - SECTION 2 SCALE: 3A' . 1• ®®°A ' • ' '
<br />.P
<br />baits ON NI: 9AF'Ptr STONY PAMfI SyaTNu raj tA710N
<br />I. LIFE SATM STORY PANEL OAK BE LOCATED AS AN END PANEL (FMST OR LAST PANE.)
<br />OR AS AN ANTERIOR PMPEI. (AN'/ PAIIFl "ATM BETWEEN ENDPASSES . ma.ma.UM.WpMpMM[NIMpLpnpll
<br />LIPS SAFETY FAEts IMY OR Wr NOT BE W9TAl1E0 ADJACENT TO PANELS AY'i MOIL ,)
<br />(W/ OR W/o UEOUAR Tw )
<br />2. SAFETY PA/E'L rntafTs OF DAA• GALVANIZED STEEL STORM P'AEL AS
<br />SECTION B-B
<br />PER cO1nOINfNr SHEET 2 OF ORAIrKG.
<br />LE
<br />SCALE 3/32'-1'
<br />TIES ►AIEL ITSELF TO K RONo,w OR rNarAtlm FROM THE ASIDE OF
<br />STRUCTURE•
<br />3 In t1AFETr PAM&■■ fsO K Omf HEfek BOTTOM TMasl m
<br />11
<br />2THa���To
<br />COMPONENT BE fstALLm WALL OR FLOOR MOUNTED FOLLOWING SECTIONS , a;
<br />t�: ' EN,�r ''•.
<br />: oN TI16 . As WELL AS WEALS 1 a 2 ON SHEET 14.
<br />1. IIn Lt1101H FOR ooMvoHEHr o f .
<br />MIN. ANCHOR 9PAT2NG FOR CrSN'OIENf f)ANCHORIGE AT BOTTOM f WAN ON
<br />FLOMDA BUILDBRO CODE IB Y NI
<br />� �• ,k a4f0 AWOL MG
<br />20 UKOALVAWIZm STEEL STORM PAl1El
<br />SCHEDULES k 2. SHEET 14.
<br />* ;'
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE.
<br />-0.
<br />i SEE DETAILS FOR 0WAlLATION INTO WOOD FRAME BIAIDINos ON SHEET 15.
<br />qGLOBAL PROTEC110N PRODUCTS. W
<br />'Y'' --'-
<br />o••.,, oa IL EC IS e. NKaA. 9, s11Tfr
<br />l SEE SHEET 4 FOR DETAIL NT THE PW1`OM 7t' FOR THE Di•tAt1A710N OF
<br />A Ma R.aat4
<br />`is$ N��, .a ► OMKML w Mw NMI% (M/)aK-79ML Sue OM)N* M
<br />SPACERS AT 1WACMi NIOTALLED ADJACENT AM BEYOND TO STNCC0/IIO00 BI/IDE.
<br />LLED ADJACENT
<br />AMy ti . -,r . , OM.4M.,IN ... .
<br />nE SFM/RRM9PB/0ME �1M}�a""r�°t°�•�7w
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.f.i.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />IM110111A
<br />M•a. =
<br />"
<br />OOIIO 6
<br />N6A. -7"
<br />r-r OP um
<br />a 1/r
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<br />1 HNu 9 a 7
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<br />■ 0 . 10
<br />MID MY FOR PAMDS(I). BA su1ALLm MM M PEA SWIMINM 1 TMW 7. ON ■LIRE a A at
<br />1411MN AMA.
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<br />17 t/R•
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<br />MIRECT
<br />ALTEMMTM
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP 70 +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO r-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD WADERS TO BE SOUTHERN
<br />PINE No. 2. W/ SPECIFIC DEa1S W OF 0.55 OR EQUAL
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SIUD NOVERLAP
<br />2H0 D •PANEL T01
<br />L •• •� _ 6:
<br />;M-�-1�
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<br />/.gip\ -./ � 3• - p roa Ra ra
<br />'"`sA1oM�'ia°"
<br />' ,•-x MM
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />$CALm, 3/,r . 1•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (F.Ei.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />f .A fMLY 70 fLPflnMa 1 a M PIOIL_ n Fd1 AM SAMY smm PAIL%
<br />SYS[fll OM MIrPI ,SL - -
<br />M DAB
<br />PRIS,PW
<br />WPM
<br />or W-aw
<br />OMIt�1
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<br />APPUQML1 10
<br />mcmw / .
<br />axamMm
<br />or WIDI
<br />MWRM PAaL
<br />UN M 'L• (IL)
<br />To
<br />coll10
<br />70
<br />T6
<br />•wW
<br />t6
<br />ea11v
<br />am
<br />To
<br />55.0. -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />WA
<br />6•
<br />1 N/A
<br />1 • 2 )
<br />5•-r OR LESS
<br />y
<br />7•
<br />(607T0Y)
<br />455.0 -72.0
<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 />r • 2 (TOP)
<br />S•-r
<br />9'
<br />b'
<br />r
<br />r
<br />r
<br />7 1/2'
<br />9`
<br />9•
<br />9•
<br />O•
<br />i (soTTOY)
<br />{
<br />N/A
<br />N/A
<br />N/A
<br />{•
<br />N/A
<br />6'
<br />N/A
<br />{•
<br />N/A
<br />1 • 2 (TOP)
<br />r
<br />4'
<br />9•
<br />6•
<br />9'
<br />6`
<br />{•
<br />a'
<br />r
<br />a•
<br />, (B(RT011)
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<br />1 I•aM • 6/r M roll TO► f N,a1Q
<br />Otf T DTr . r w IRON tO► v NISD
<br />TO
<br />!
<br />of 71Ea1
<br />1000I1IUA PANEL
<br />IFNNH t (k)
<br />10 10
<br />+40.2 -6/A
<br />3• 1 3•
<br />4 , 4 1/2'
<br />2 (WMIQ
<br />r-r OR LESS
<br />452J -6s.o
<br />3• r
<br />4' j A•
<br />2 (BOTTOM)
<br />r-r ON LEM
<br />+53.0 -72.0
<br />2 1/2- 2 1/2-
<br />4• 7 1/2'
<br />2 (BOTTOM)
<br />r-{' OR LESS
<br />456A 0
<br />2 1/2• 1 2 1/2'
<br />N/A N/A
<br />2 (wrTow
<br />r-6' TO 9•-0'
<br />+56.0 -72.0
<br />N/A N/A
<br />3' 3'
<br />2 (
<br />r-r To a,-r
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<br />M/A
<br />N/A
<br />P•
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />a'
<br />a'
<br />6•
<br />6'
<br />a'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />0•
<br />N/A
<br />4/A
<br />N/A
<br />a•
<br />N/A
<br />6'
<br />N/A
<br />or
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />9•
<br />N/A
<br />b'
<br />N/A
<br />5•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />b6.5, -72A
<br />61
<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 />N/A
<br />N/A
<br />3 ! 4 (TOP)
<br />>r-r TO 6'-r
<br />OR LESS;
<br />a•
<br />4'
<br />N/A
<br />N/A
<br />a•
<br />6'
<br />a'
<br />6'
<br />6`
<br />r
<br />N/A
<br />N/A
<br />3 (BORON)
<br />6'
<br />N/A
<br />WA
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6`
<br />6•
<br />6•
<br />6'
<br />6•
<br />N/A
<br />N/A
<br />4 ! 7 (BOTTOM)
<br />WA
<br />N/A
<br />12 1/2•
<br />6 1/4'
<br />12 1/2'
<br />6 1/4`
<br />6 1/4'
<br />{ 1/1'
<br />6 1/1'
<br />6 1/4•
<br />N/A
<br />N/A
<br />5 (TOP/BOTTgI)
<br />60A, -633
<br />N/A
<br />N/A
<br />12 1/2•
<br />a 1/4'
<br />12 1/2'
<br />6 1/4-
<br />6 t/4'
<br />6 1/4-
<br />6 1/4•
<br />6 1/4-
<br />WA
<br />N/A
<br />6 (TOP/B0T700A)
<br />'-6' TO 11•-Y
<br />65.0. -7LO
<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/BOTTOM)
<br />-{' TO
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />M/A
<br />N/A
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<br />6 1/4•
<br />6 1/4•
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<br />B. 9. 10 (TOP)
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<br />N/A
<br />N/A
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<br />6 1/4•
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<br />N/A
<br />N/A
<br />N/A
<br />N/A
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<br />6 1/4•
<br />6 1/4'
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<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
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