|
11
<br />I I 1 I IF I I , 11_1LL _ 11 7 i - - -.f. L A ! A ! 1 r -- , --- 1 III I --- I --- - - - - -' -- - - -- - --- " -- !91M!! PIIIIII1e1 I I '10 _L. - 'I I
<br />END CLOSURES DETAILS FOR
<br />INSTALLATION
<br />IN POURED CONCRETE
<br />1
<br />CONCRETE BLOCK OR WOOD
<br />STRUCTURES: VALID
<br />FOR REGULAR. LIFE
<br />SAFETY & E—Z HANG STORM PANEL
<br />�1 SYSTEMS
<br />iI I
<br />It 1
<br />` -
<br />DR
<br />POURED CONCRM
<br />CONCRETEOMFAIM
<br />\\' -
<br />VAREs 1
<br />-:,All_,
<br />'1
<br />Ya O
<br />,®� ♦�
<br />QC ®
<br />1ADETE OR
<br />REOVOED
<br />x' . l' ..OD]' ]iM M-la OP
<br />(IOSIT6 ALLOY CONI A.UM
<br />1/1* I
<br />1'.A ,
<br />1 1
<br />1':1
<br />_
<br />41n.
<br />Pa1RC0 CONCRETE. CONCRETE.
<br />BLOCK OR 2'.4' WOOD FRAME
<br />POURED CONCRETE. 1 - YI
<br />CONCRETE BLOCK O4 -'
<br />,/a•.. I ]/i TAPCOI 2 , 2.
<br />ANCHOR e , 2' 0 C - /
<br />-'D'{-
<br />1
<br />REOMRILD -
<br />.{'
<br />I
<br />C., PAmLL Y //. . I
<br />ten 1 ANCHOR
<br />•tt•oc
<br />I_
<br />2',4• WOOD FAME I / I •:3.
<br />REOUMEO I
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<br />A I
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<br />BPOURELOMO CONCRETE. W CONCRETE
<br />BLOCK OR 2•Fa• WOW TTA,MC
<br />31p5-H,. C _
<br />eO61 B ALLOY " 1
<br />� I I ,
<br />Y I
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<br />- _._� 1'1
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<br />REWaCD
<br />COAT. A1111. AN1A£ WTI
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<br />C, Awn ANG E
<br />CASE A (PLAN)
<br />CASE B (PLAN)
<br />CASE C (PLAN)
<br />CASED PLAN)
<br />SCALE 1/4'-I'
<br />SCALE 7/4•.,•
<br />SCALE 1/4--1"
<br />SCALE 1/4--i-
<br />IF - I
<br />SOLD -SET OR FAR. -RA
<br />11 I
<br />Fol•1(D
<br />OR ELCO PANELWR
<br />FEMALE
<br />- (INN' Sit
<br />OVERLAP BE•OND
<br />RET� {- �_. i-
<br />CONE ORETE Bi DR '• -' V 1AES \
<br />2''a' w000 FRAME 11
<br />**
<br />"`J; ,O ,�
<br />O ®
<br />CO.LPETE• E3,S,RNG 19Y AI
<br />TOP, BORON MI OF OPEMING
<br />OR 2'.4IC WOOD
<br />FRAME REo118RD ASAP
<br />a AND
<br />PLUS SFE
<br />SCHEDULE
<br />IoA'E aN 51[Eii 4.
<br />OPENING WIDTH) _POURED CONCREIE. CO FAM
<br />ROCK Qa rw WOOD FRNIE
<br />REQUIRED I. - _
<br />I 1 ,
<br />- K. i. ' .
<br />'-•�, .-...
<br />..:.. .... -
<br />I.t;;
<br />'-iit
<br />IEGUWED
<br />1 -._
<br />1
<br />:". a' W:•r I
<br />/
<br />Y`
<br />© 0 OR(A)
<br />l9
<br />\� / BEN R/ NKNOPFD FRO'
<br />VARIES 1
<br />S• APA
<br />\,_
<br />__ .. REAR MT F1LpGE5 PARALLEL TO
<br />X - B0. DISTANCE
<br />- 1
<br />r-`7`1--_-- 1
<br />—m-)
<br />-/
<br />,rlt (HFVER CVr END PANEL)
<br />1
<br />',i / 1
<br />(T P)
<br />— — -
<br />-- -\L
<br />-��
<br />-1-------�
<br />--- /.-. to - WaP
<br />.,wom I,.ran •
<br />�A,,,,HHANNT�„�
<br />"t1k k� ,.,
<br />CASE G
<br />SCALE
<br />(PLAN)
<br />7/4-.1-
<br />1
<br />\._� _,_/
<br />.r-t-
<br />,1E,I�P ..
<br />-"
<br />VA.1D FOR DIRECT MOUNT
<br />INSTALLATION ONLY &
<br />-
<br />S,CTf,.�'`I-E�(S+ •l
<br />F
<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />ND. 44167 S
<br />SURFACE LEVEL VARIATIONS WITHIN 3/4•
<br />_=
<br />° * : * . * :
<br />-,
<br />FLORIDA BUILDING CODE Non High Velocity Nurrlcone Zone)
<br />CASE E
<br />CASE F (PLAN)
<br />.. F
<br />`U -
<br />(PLAN)
<br />SCALE 1/4•-1•
<br />SCALE i/A'-,•
<br />- .-*a• _
<br />''.a 0.N`�; F(ORID/'.;II
<br />�N` L
<br />!----
<br />24 GAGE GALVANIZED STEEL STORY PANEL y�R','a,
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<br />i OstartstartIFO 'a
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL j INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL tOINSTALLATiONS AS PER ALTERNATIVES iW THRILL 4W, ON SHEETS 5 & 7)
<br />LAX. AS 0.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.s.f )
<br />MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 & 7
<br />APPUCA&'X
<br />7F TO
<br />// &ANY
<br />CU AN'
<br />O< THEM
<br />MAYwuM
<br />PANEL
<br />'LENGTH
<br />i'
<br />(NJ
<br />TAPCON
<br />LA1G SCREW
<br />PANCLMATE
<br />FEMALE 11)
<br />PANELAWTE
<br />PLUS
<br />WOOD BUSHING
<br />,r
<br />is-
<br />13
<br />13'
<br />•3'
<br />I (Tm
<br />,3
<br />,M (BOItOM)
<br />- -t3' __
<br />-t3'
<br />_. 'J ..
<br />..__ , J _
<br />6 1/2
<br />6 1/2•
<br />(TOP)
<br />6 1/2- --
<br />it 1/2
<br />6 ,/2•
<br />B
<br />_ _
<br />B•
<br />_ _ _ _
<br />6 1 4'
<br />/
<br />a
<br />_
<br />12 2
<br />/
<br />B .-
<br />4 ! 4'
<br />-_
<br />BOLT 1
<br />606_
<br />S'-O•
<br />LESS
<br />a
<br />8'
<br />s
<br />a--
<br />}w (BOiTow)
<br />13,
<br />13*
<br />13,
<br />♦4 -a5
<br />5,
<br />OR
<br />LESS
<br />--
<br />J'
<br />- - -
<br />]'
<br />-
<br />t ]
<br />..
<br />is
<br />t J
<br />4W(BOTTOM)_.
<br />tJ'
<br />,!'
<br />t 3
<br />_ 1 J
<br />- -
<br />a t I
<br />/
<br />w (TOP )
<br />-
<br />_
<br />13'
<br />tJ'
<br />13'
<br />I]-
<br />--
<br />6'
<br />- -6
<br />tw'(BOTTOM)
<br />6 t/2•
<br />a ,/2
<br />6 1/2'
<br />5 1/2'
<br />1/2'
<br />2W (TOP)
<br />4•
<br />1 4
<br />6 /
<br />6 1/2
<br />2 7 '
<br />/
<br />6 1 4'
<br />/
<br />BDTT.•
<br />( )
<br />(LOP)
<br />TO
<br />14'-N•
<br />4 i/2'�
<br />6 i/2'
<br />7
<br />7
<br />A 1{2•
<br />. t/2
<br />-
<br />(BOTTOM)
<br />se
<br />,0 1/2'
<br />B 1/2
<br />12'
<br />W (TOP)
<br />II'
<br />1•
<br />-14W
<br />_.__,3'
<br />- i]•- __
<br />-- 13'
<br />__ t3'--
<br />_ 8/2'
<br />(BOTTOM)
<br />• SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER U IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2% ON SHEET 6
<br />MAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />WALLN
<br />DESIGN
<br />TES
<br />PANEL
<br />TAPCQN
<br />LAG SCREW
<br />I
<br />PANELNATE
<br />PARELMATE
<br />WOOD BUSHING
<br />PRESSURE
<br />RATING
<br />1 & ANT
<br />COMMBMT)
<br />LENGTH 'v
<br />(D+.1.)
<br />FEMALE to
<br />PLUS
<br />OF THEM
<br />(n.)
<br />Is-
<br />Is-IJ
<br />IJ
<br />--_.13'
<br />Ie clop)
<br />-._
<br />Ir
<br />_. _ .
<br />- --
<br />Is .
<br />_._
<br />13 .
<br />,W(enow
<br />B 1/2
<br />6 112•
<br />6 1/2
<br />6 1/2-
<br />6 1/2-
<br />iW DDT
<br />-
<br />e I/4•
<br />12 1/2'
<br />6 1/4
<br />7W(90R.•)
<br />V-0
<br />LESS
<br />7 1 •
<br />/T
<br />a
<br />s'
<br />I'
<br />-
<br />BOTTOM
<br />( I
<br />--
<br />1]•
<br />IS
<br />-
<br />13•
<br />-
<br />t.-
<br />lJ"
<br />--
<br />. - -
<br />w crop)
<br />.45 -{5
<br />•
<br />-_ _.
<br />I?
<br />3
<br />-
<br />t ]
<br />- -
<br />1 3
<br />- -
<br />1 J
<br />1J•
<br />I-
<br />EIOTTCM
<br />( )
<br />TO
<br />.76. -75
<br />,3•
<br />1! _
<br />_ L7'
<br />13
<br />to
<br />W (TOR)
<br />Ir
<br />,J
<br />13'
<br />13'
<br />6 '/1
<br />Iw (iEr-OW)
<br />6 t/2 _
<br />6 I/2 -
<br />- 6 1/2-
<br />___Ir
<br />6 1/2'. _
<br />6. I/2' ....
<br />.
<br />(TOP)
<br />^
<br />6 I4
<br />6 4
<br />1 t .
<br />2 1
<br />2W TT•
<br />1?
<br />--
<br />7 --.
<br />7 _-
<br />-
<br />-
<br />- ___
<br />TO
<br />7_5.
<br />5'
<br />_.-5 _
<br />5 7/2'
<br />e'
<br />a'---
<br />W
<br />-
<br />3W ltr?N)
<br />-
<br />q•
<br />__- _-
<br />I
<br />7]
<br />- __ -
<br />,r
<br />7
<br />5 /7
<br />4W _�_.
<br />R )
<br />.
<br />4w (BOTTOM)
<br />_ -r
<br />is.
<br />_ _..--_-..
<br />W
<br />__._
<br />t}•
<br />_._. _.
<br />13"
<br />._-. .____
<br />to'
<br />• SHEET SEE TABLE 11 FOR WAX. AS.D. DESIGN LOADS & MO. PANEL LENGTHS WHEN SPACER 03 IS
<br />�
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 6
<br />JOE
<br />at e
<br />A.S.D. DESIGN LOAD
<br />MAXW<IM PANEL
<br />LE11GT11
<br />40 PSF OR LESS
<br />6'-B-
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF I
<br />5•-10-
<br />e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ffMAUE 1D OR PANEL 14ATE PLUS
<br />ANCHORS & W/ a S�*GN,WT,y_ 1/2. O.C.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL C1i INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL Q7 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX. As.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(a...r,)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING FOR
<br />MAN E.O. PER SCHEDULE
<br />BELOW
<br />10 UCABIE
<br />&
<br />coLNeIrAT,oN
<br />Or THEM
<br />mAxwuI4
<br />PANEL
<br />LENGTH
<br />•L•
<br />(n')
<br />MAY. ASG,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p...r)
<br />A011MIL
<br />UY ANCHORS
<br />SPACING
<br />FOR
<br />MN E-D.
<br />PER 6C14EDULE
<br />BEi.OW
<br />Td �E
<br />&
<br />CO.BpU,tXN
<br />OF THEM
<br />MAXIMUM
<br />PNIEl
<br />LENGTH
<br />•L•
<br />(n)
<br />TAPIXIN
<br />SOLO
<br />-SET
<br />PANELANTf
<br />FEMNF ro
<br />PANELAATE
<br />PLUS
<br />-NAL1N
<br />CALK -IN
<br />TAPCON
<br />SOLID -SET
<br />PANELWTE
<br />FEMME
<br />O
<br />PANEIWTFi
<br />PLUS
<br />2,MNC-WNU01
<br />CAlX-N
<br />m
<br />ro
<br />m
<br />ro
<br />ro'
<br />ro
<br />m
<br />ro
<br />roAlu[nr
<br />I
<br />ro
<br />ro
<br />ro
<br />l
<br />U'
<br />tl' _t-,}
<br />13
<br />,!'
<br />1
<br />a _
<br />j.___.
<br />I 11'
<br />{
<br />.]'
<br />1J'
<br />13'
<br />1
<br />+}^
<br />i]' 17•
<br />_-�- �1]•
<br />,1 ' 1]=-
<br />1 I
<br />IS' 15•
<br />,3'
<br />,J'
<br />--I_i
<br />U'1i
<br />1J"i-+-J
<br />r1s
<br />'J
<br />-
<br />,r 1 ,r
<br />1J• - 13'
<br />P
<br />PD ]
<br />---_-_
<br />1 (BOTTOM)
<br />-
<br />6,-6•
<br />d1
<br />LESS
<br />U'
<br />1]'
<br />�,]-
<br />1J'
<br />,J'
<br />,3'
<br />,r
<br />1]•
<br />tr
<br />,J•
<br />Is_
<br />1t 1 /2
<br />OP
<br />• (TOP)
<br />5,-6,-
<br />OR
<br />LESS
<br />13•
<br />IS•_-
<br />,}•
<br />lJ•
<br />_13•
<br />,J•
<br />i-
<br />]
<br />_ IJ-
<br />,r
<br />,'
<br />S
<br />- �_IS
<br />/3•
<br />1 3
<br />*-'
<br />__
<br />j Ir
<br />- 17"
<br />2
<br />,1-r
<br />1J
<br />1J-
<br />U"
<br />1J`
<br />IJ•
<br />IJ'
<br />IJ1,�,.5
<br />- ,/2
<br />,_, ,/2
<br />1 l 2
<br />, (a 1-1
<br />2 (TON)
<br />2 BOTT
<br />1S"
<br />e•
<br />a -1
<br />-
<br />Is-'
<br />_.._
<br />17'
<br />-Is-
<br />a
<br />1'
<br />IS'
<br />,r
<br />1
<br />1J'
<br />tJ'
<br />1
<br />! t]'
<br />1
<br />'J
<br />.- ` 13-_.
<br />- }
<br />1- 1 1
<br />3' I 11'
<br />2 (TOP)
<br />a BOTTOM
<br />1 (1�)
<br />Ir
<br />1J•
<br />- 13'
<br />=
<br />6'
<br />—1
<br />e'
<br />IJ'
<br />-.-.
<br />I }1
<br />_ ..
<br />IJ'
<br />iJ'
<br />I'
<br />S
<br />,J'
<br />fi _
<br />-
<br />5 1
<br />/
<br />13'
<br />.-
<br />I 13.
<br />,r
<br />A3'
<br />1}'
<br />7 1
<br />/
<br />-
<br />9' B
<br />,
<br />B• I
<br />_.1 ..._
<br />13- 11'
<br />___
<br />,]' t J
<br />_-1_--.-
<br />,]" iJ'
<br />,3'
<br />6 /
<br />-
<br />6•
<br />!
<br />J
<br />I+'
<br />S _
<br />tr
<br />t3-
<br />_
<br />6 /
<br />8/ 2"
<br />/
<br />3
<br />- J
<br />,3'
<br />,J'
<br />2 a
<br />/
<br />e
<br />6
<br />3
<br />t]' _ i
<br />,3'
<br />il'
<br />2 7
<br />/
<br />-
<br />7 t / 2
<br />-
<br />_
<br />JIs-
<br />1
<br />_ 3 __
<br />! IJ'
<br />IS` t3'
<br />_ -
<br />-
<br />e i 6
<br />8 �-
<br />_
<br />3 : Ir
<br />1' ,
<br />3 _ 3
<br />i
<br />tl' '', 13'
<br />IS'
<br />-
<br />6 /
<br />6'
<br />6-
<br />Is-/
<br />_ Is- _
<br />1]' 1,1
<br />tl 1/7
<br />6 /
<br />S
<br />_
<br />/ 1
<br />,/1
<br />!RCP)
<br />_1
<br />J(BOTTOM)
<br />4 (TOP)
<br />i-
<br />ieofi 4)
<br />-
<br />(TOP)
<br />S BOTTOM
<br />(BOTTOM)
<br />)
<br />6 i10P)
<br />__-
<br />1
<br />2 2
<br />/
<br />__
<br />a•
<br />-
<br />t 1
<br />2 2
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<br />e �
<br />-
<br />-
<br />6 1 4 61 .'
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<br />-
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<br />1 1 2 1 1
<br />1 2
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<br />3 : tJ'
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<br />6 4 61 4
<br />/ /
<br />'7 t
<br />8 2
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<br />B- i- _
<br />, ,J'
<br />__--__-__.
<br />,}' i ,3
<br />tl' il'
<br />-
<br />J BOTTOM
<br />_( )
<br />4 OP
<br />R )
<br />4 (BOTTOM]
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<br />SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR NVALLAt1016 WM WOOD FRAME BUXDRWA
<br />0 MNIMw ANOIOR SPACNLS AND MINIMUM EDGE WANCE ME WDK'ATEO ON THIS SCHEDULE FOR E O
<br />A.M THAN MOCATED ON SCHEDULE REDUCE ANCHOR SPACYS eY ,RLTAPLYNG SMCWO SHOWN OA
<br />ScHEaRS W THE IDILOW.NO FACTOR FOR T.6 OPCRAOF. TO BE POSSIBLE. REDUCED SPACING
<br />OBTAINED USA.0 FACTOR SHALL NOT HE LESS THMH NANWRNw SPACING INDICATED LOS EACH -1-00 IYPF
<br />ON TIM SCHBDIAE
<br />,/a•.
<br />L/.10
<br />I/r.
<br />,/.-.
<br />,/.'.
<br />AND" TYPE
<br />-1/4•.
<br />TAIOON
<br />Ww`__
<br />�
<br />OWG A4AI,
<br />GNK-r
<br />tlINNM ANCHOR SPACING (in)
<br />I
<br />S
<br />3
<br />1
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<br />2 ,R
<br />ANe AIL OM XDW"M pA)
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<br />)ICIUN. ESQ[ 11iRA U E.D.)
<br />FACTOR
<br />1. 1".
<br />a-
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<br />-
<br />1m
<br />,00 -
<br />+m
<br />,m
<br />- SPACINGS g VA1JD WHEN SPACER 9 tS USED. SEE TtE 11 FOR MAX AS.D.
<br />DESIGN LORDS & KW, PANEL WHEN SPACER �l S USED.
<br />any I1 A
<br />AS.D, DE" LOAD
<br />IIMWUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B-
<br />> 40 PSF TO 50 PSF
<br />V-2,
<br />> 50 PSF TO 60 PSF
<br />5-10'
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONSW/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Non M
<br />- ANCHORS (SEE SECTIONS It ALTERNATIVES ON SHEETS 13, ,a, 15 &16) _- - -_ __ - - -
<br />3" MAY R-iA/13, R-ZA/13, R-3A/14, R-IB/11 R-29/11 R-30/14, 3• AIAX.
<br />D.M.-O. _' uu * R-LAW/IS, R-2AW/15, R-3AW/16. _011-R-1BW/15. R-20W/15, R-3801/16. _W N-
<br />O.1 4) - - - - . - _-._... . 7
<br />O O O O O O O
<br />- _ - T - 1
<br />r----- ----- '-` _ ----" ---- -
<br />I I � I � I 1
<br />'.,
<br />I I I
<br />1 i
<br />7 L/2
<br />'
<br />i
<br />1/4'0-20.1• S.S BOLTS W19 I •L•
<br />-
<br />/' (USE FOR PANEL LENGTH \ YAE.
<br />OOVER V-61 1 (1 1 PANEL LENGTH
<br />I REGULAR STORM PANEL I \ REGULAR STORM PANEL I D•-D' a .40.0. -4OD p,xJ
<br />I ,
<br />(W/ OVERLAP MX) PAAEL LEWH DOLT)
<br />1
<br />P 7'-r • +50.0 - 1
<br />LIFE SAFZ r11 S10RN MIDI 34.0 PR.
<br />' (W/0 OVERLAP MID PANEL LENGTH BOLT)
<br />� `'' - i A t �' USE T-D' M. PME1 LENGTH
<br />/ .. S'S B 2 T l' -0 - . - - - - _- '. S\(�A-,�J- AT ALL YOUMWLGS
<br />5.5. BOLTS - Ate['J ) �-
<br />- AT EA OVERLAP
<br />I I
<br />, .. I.1
<br />_ _ ..._. _ ____ .. .. ... L/2
<br />-46 - -48" .. .. IrrI
<br />.I
<br />- . __ ___ .-__ ___.. ___ ___.____ ._ __ ._.
<br />(2) NOTCHES AT STUD a
<br />.- -____ ---------- __________I _. _____. .. - _. I _- L.fA—
<br />Y LDCAT'ON O LIFE SAFETY I
<br />C PANEL BOTTOM CORNERS O
<br />D.M.,( , - ---- --.—. _' I
<br />-
<br />-OVERLAP-'
<br />ERLAP-_
<br />OT O
<br />WING NUT AT E)ffERIOR WING HALT AT
<br />-
<br />}- MA; LEFT PANEL 1�1-4�L]L RIGHT PANEL 3' 4A%. t INSTMLA11ON5 ONLY VAAD FOR WIND
<br />I' VAR. R-IA/13, R-24/13. R-3A/14, R-19/13. R-29/13. R-36/14, I' MAN. SPEED UP TO 170 m.p.h.
<br />R-UAW/15. R-ZAW/15, R-3AW/15. R-1BW/15. R-281111/15, R-3BW/16.
<br />-. - -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, t4, 15 &16) - - t/4' MU CAP
<br />LIFE SAFETY STORM PANEL Ct ELEVATION (t) _ _
<br />i �, REGULAR 2.6er SCALE / �' . REGULAR. 4 '
<br />STORM PANEL (MN O.FJL* .7 W/OtE Wl-M STORM PANEL
<br />�GHNNHN
<br />LIC
<br />,' _G !R __• �,• J f9s P
<br />..:.. - ...__-- L� - _ _ --1 I
<br />QIr: �ff67 =_-
<br />LIFE SAFETY PANEL £' .. * ye,.
<br />* Z FLORIDA BUILDING CODE (Non WI h Velocity Hurricane Zone)
<br />'. Fl . 42• C PICA m1Ecc. OX rr.
<br />EXTERIOR FS:•.OAIDR ;• V(4N.N' 24 GAGE GALVANIZED STEEL STOLE PANEL OIIAW,N
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. 01111"1O'°
<br />ACTION A —A =-=r . T 1 L E C O ENN AN, P. E
<br />/u-��> .6OA S.W. 6, SOW
<br />SCALE 1/4--1- 191' / ww nrl1l_l F ♦ _ n I GV-,NX. n- 113f1
<br />/ _ .. . P.1 m.-,ss, w,oFE l,n.Hee->s.I Fu ro5.)elr-e797 20-175
<br />PE. SE./50NAiW[/DATE CA-D006711A wN,r1w sr Oe"A"NG NP
<br />WX A WIL7T JP., P.E - 41Q1 +2 or if
<br />Mt
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s_f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANELC]LINSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />VAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR WIN E.D. PER SCHEDULE BELOW
<br />g=
<br />MOIMUM
<br />MO A.S.O.
<br />MAXIMUM ANCHORS SPACING FOR WN E.D. PER SCHEDULE Sao*
<br />ro LIB
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<br />9
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<br />9
<br />I 0
<br />, 1 2
<br />, 3
<br />1 6
<br />5 (TOP)
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<br />19 ,/2'
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<br />!b I/2'
<br />--13
<br />16 t/2'
<br />7 1/1'15
<br />1/2
<br />A ,/2'
<br />6 (TOP)
<br />6 (1W1)
<br />t3' tt•
<br />- -
<br />1J' ,J• __I_/3
<br />tr_
<br />IJ"
<br />73'
<br />" -.-.
<br />13
<br />i +7
<br />T-
<br />,J-
<br />10'
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<br />>,65. -CIS
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<br />6 ,/4'}6 1/a'
<br />6 /{
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<br />1
<br />/a'
<br />6 (�Tl `•)
<br />. -75
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<br />6 1/.•',I 1/i
<br />6 1/4
<br />,8 I/.-
<br />6 I/i
<br />6 1/4'
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<br />6 i/N'j6
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<br />6 (80R •')
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<br />13 ,6
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<br />9'
<br />5 1/2'
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<br />!6 f1
<br />19' ;7
<br />/2
<br />1/2
<br />5 /2
<br />13�_6'
<br />I3
<br />-T6
<br />_ /2
<br />(OP)
<br />,0'
<br />/2
<br />II'
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<br />TO
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<br />+
<br />2 1/r 12 1/Y
<br />6' .S 1/2'
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<br />6 1/4'
<br />6 I/4'
<br />J t/2'
<br />72 1/2'la
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<br />?
<br />a 1/rI
<br />-
<br />8 1/4'T8
<br />1
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<br />TO
<br />Y-5"
<br />_4 ..
<br />a 1/7' 2 1/2'
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<br />7 1/7.
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<br />17 t/2
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<br />4 (BO TEM)
<br />,r t/7•
<br />17 +JT'
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<br />, '/2'
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<br />13• 7•
<br />5 (TOP)
<br />5 (BOTTOM)
<br />,J•
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<br />1
<br />3 7'
<br />,]'
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<br />,J" +1
<br />1
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<br />9 1/7'13'
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<br />I9 ,/2'
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<br />"5
<br />t/2'
<br />,S" 6"
<br />'
<br />N
<br />6 oP
<br />, 7"
<br />7
<br />1 1
<br />, 1
<br />2_6
<br />6 ,/4"6 1/a'
<br />8 (BOR'•)
<br />a I/1',6 ,/a'
<br />6 ,/4-
<br />6 1/.'
<br />1/46 ,/<•
<br />b t/4"6
<br />1/4'
<br />6 ,,/i6 1/a'.••}
<br />SEE SIM II ION ANCHORS TYPE A SPACING FDA .NSTALATO,S MO WOOD HOE B,AIIWOS
<br />• MINK, w rEJOP SPRINGS 00 IMNNIAA EDGE OS'IAIXE ARE WOFJAnO ON INS 9CIIEDULE FOR ED.
<br />LESS THAN INDICATED 0. SCHD,AE REDUCE 'NO" SP.CR6 IN IOLTPLYING SPACING SHOWN oA
<br />SCHEDULE Br THE FOLLD rAC}pR5 FO, IRS OWAY04 TO IN POSSIBLE REDXED SPFCNG
<br />OBTM® USING FACTOR SHALL NOI K LESS IHAN MINIMUM 1PACNo A EKCJiF D FOR EACH ANCHOR i-E
<br />ON TH6 SCHEDULE
<br />1/4'.
<br />I/.,.
<br />,/i.
<br />1!.•iF
<br />,/.•.
<br />,/.-.
<br />A1tL910R TYPE
<br />iN1m11
<br />faLa-btT
<br />04dPBIIAUI.
<br />IA.NWMH
<br />ZYIC-INN
<br />GIX-N
<br />NNRRAI ANC OR SPACING (N.)
<br />3
<br />3
<br />3
<br />3
<br />2 +/r
<br />2 'n
<br />Imo..
<br />AWRIIAMI'm ImN.HEH (N)
<br />-
<br />3
<br />3 ,JI'
<br />r
<br />.____
<br />3
<br />3 In'
<br />3
<br />OBI. RA.) !--_`.- _.
<br />___.
<br />._ 3 '/1-
<br />_) ,�7•-
<br />--.3 ,I3
<br />7 t/2'
<br />_ _ _
<br />AMA ®BE MMM E.D.)
<br />FACTOR
<br />,'Ir
<br />..
<br />-
<br />-
<br />--
<br />-
<br />-
<br />-
<br />-
<br />p ,R-
<br />-
<br />Oe{
<br />ISa
<br />-
<br />-
<br />-
<br />OSO
<br />:
<br />- 3•
<br />oA
<br />o.7e
<br />Lao
<br />a.0
<br />.w
<br />- SPACINGS ONLY VALID WHEN SPACER IS USED, SEE WILE 11 FOR LIM. AS.D.
<br />DESIA LADS & MAX. PANEL LENGTHS WHEN SPACER 0IS USED.
<br />Tmu #1 A
<br />A.S.D. DESIGN LOAD
<br />MA)aMW PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6•-B'
<br />> 40 PSF TO 50 PSF
<br />6•-2-
<br />> 50 PSF TO 60 PSF
<br />V-10'
<br />A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C.
<br />FLORIDA BUILDING CODE (Nor
<br />INSTALLATION DETAILS
<br />FOR LIFE SAFETY
<br />PANEL'i
<br />INTO POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />STRUCTURES
<br />1/4'0 TAPCON
<br />ANCHOR O 9' O.0
<br />EXISTING POURED
<br />CONCRETE OR
<br />1/4-0 TAPCON_ _ _EXISTING POURED
<br />ANCHOR O 9' O.C. CONCRETE OR
<br />i/.'e TAPCON
<br />ANCHOR O Fir' O.0
<br />EXlSTWG POURED 1/4.0 TAIACON
<br />CONCRETE OR ANCHOR O 9. O.0
<br />;.
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />i I... CONCRETE 9LOCK
<br />1 _ REQUIRED.
<br />,. CONCRETE BLOC
<br />1.REWIRED.
<br />Cg#
<br />?)
<br />(_. - -i/Y A1/4' ' 1/2• , 11/O I 1/2' , t/a' N a=-i
<br />tN1f_ 4NL.
<br />11
<br />E.U• 1 C.D.• I I EO•
<br />I
<br />! I
<br />;� #/„ l �i
<br />c� w {
<br />II I p I• WTI. li I I 4 r Ain.
<br />It I 1/17-2pF1• W--SEPARATION I
<br />TN E%IsnN6_,B TO G1A55. i ,/.'.-EN+` 1� 1 1/I'F-AEI" EXIsiLIjE�(� TO EXI$ .G i AT 60.n a -t.s can W O 55, can w EAASS
<br />JI 6D E sn
<br />i
<br />C ASS n I. 1 . t n rA it C1A55 , 1 I A' LA r CLASS III . , , 1 ( a 17� p
<br />y , . pAE 16N sAIRi
<br />U 1 r 1aaY' +]/O T-47 a C' � I IF / r I (tON, O.O T-n Y
<br />11 I 1
<br />I IN p
<br />I
<br />e
<br />6 rj I ` i II / i 1 I 1 N B
<br />11 �1 I 1 'L' tAor M' MAX, II 't' 4AX.
<br />l
<br />I U
<br />PANEL n
<br />I
<br />1
<br />H P 1 1 AN LENGTH P NG ANEL LE740TN 1 '-!� 1 EL 6 ANEL IE
<br />q J
<br />0 / I (SEE ELEVATOR II 1 (SEC ELEYAT.ON 11 / - I (SEE ELEVATION it '.
<br />A
<br />II 1' WTI. ` 1 I ON SHEET 12) S II( 1 i ± ON 5110ET 12) II t- XI 1 t ON SHEET 12; II
<br />(i n
<br />SEPARATION11 11 ARAM N I
<br />II 70 G1A55. 1 'I ) 11 TO CLASS I II07
<br />U
<br />I
<br />II 1 I ¢ 1 ,
<br />-4 I -A ; i I, I
<br />1 i It f2
<br />I ,31
<br />ED. D E E.D. 1
<br />1 I I
<br />I ED
<br />!� f-1 !
<br />1 iWH"r 1 1•af OE 1
<br />URED
<br />CCNcRmEMSTING OR
<br />CONCRETE BLOCX
<br />REQUIRED.
<br />I Cl
<br />i/2�1"..""
<br />,/.-
<br />"'-
<br />1
<br />I it
<br />1 ,/.,,-za,-
<br />_ I r VS DOLTS W/fi
<br />I A 1A aW
<br />I 1
<br />I
<br />N
<br />i MAX
<br />I
<br />I °' PANEL LENGTH
<br />I (SEE ELEVATION
<br />I , ON SHEET 121
<br />A
<br />I 1'
<br />I
<br />1
<br />6'
<br />1
<br />1 (
<br />1
<br />I
<br />111L
<br />1� )& i ? , E0 1 _••- -_A ' I 1 Ea l __-a A ,
<br />A I 1
<br />3/4• 4, __1 _ (: - : f I EO YS OHO,�iAAD Ns ED I - .. '.- h}1�/AD Ms
<br />I ,.:.y I 6a5 .kil Rats IF
<br />�-., • a 1 ac • u ,n oc
<br />, ,,, 41 I11 11 # s
<br />r, ,/4-e TAPLUN � J 1/4'0 TAPCON , ' ' 1/4.4 ,APCON '� 1/4.0 TAPCON
<br />ANCHOR O 9. O.C. ANCHOR O 9. OC. ANCHOR a 9. O.C. ANCHOR a 9' OC
<br />EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ELISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />CONCRETE FILOCX REOLAREO CONCRETE BLOC. REQUIRED -CONCRETE BLOCK REWIRED CONCRETE 9LOCX PEOUMM
<br />SECTION R-1A
<br />O REGULAR PANELS O LIFE S ETY PANEL O �tAR- PA ELS O LWEC�OSAFETY PEEL
<br />WALL MOUNTINGS WALL MOUNTINGS
<br />SCALE 3/a.t•-0.0"tN...L"I"'._ SCALE 3/8.1"
<br />SEE SHEETS 15 a 10 FOR ANCHORS
<br />ANCHOR TOE
<br />1/4'.
<br />TYPE A SPACNG FOR INVAUATaNS INtO
<br />TAPCON
<br />-,-c ANP,oR f, -- -_
<br />1
<br />Waco F7MAE OIA SPNB
<br />MDAMUY ANCHOR SPFCTNCS AND YWAUM
<br />,_WAIN O.- OAJ
<br />_ _
<br />3
<br />EDGE DISTANCE ARE NOCATED ON THIS
<br />SCHEDUIL FORLD. LESS TINY INOMAIED
<br />ON SCHEDULE REDUCE ANCHOR SPACINGowr.Y
<br />1Ie,41Wt na.l - ONA a'L)
<br />-
<br />3
<br />IN Mi.FL lYNc SPACNG SHOWN ON
<br />SCEDUE BY THE ROUOWwC FAC10R`
<br />A m. as memar OW
<br />RB,TOIt
<br />, ,/I-
<br />•m
<br />FOR 114 OPEMTXN TO K POSSiNt.
<br />REDUCED SPACING MIT D USING
<br />FACTOR SHALL NOT RE LESS THAN
<br />-
<br />_ 1 ;/_
<br />o.s,
<br />M.OMM SPACAO WDIrATED FOR EACH
<br />3-
<br />At"
<br />ANCHOR TYPE ON THIS SCHEDULE
<br />FLORIDA BUILDING CODE (Non Mich Velocity Hurricane
<br />-6--4
<br />N
<br />OD
<br />2
<br />O
<br />�
<br />U
<br />r0
<br />N
<br />Q
<br />0
<br />0
<br />C
<br />.M
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<br />N
<br />O
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<br />C7
<br />tJ
<br />CD
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL CC'
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� I _ INSTALLATION DETAILS FOR LIFE SAFETY PANEL i)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTURES
<br />1/4'0 TAPCON EXrST,NG POURED 1/4'. ,APCON _ OUSTING POURED I. - _ _-
<br />F k _ - __
<br />ANCHOR O 9 o C CONE IF OR ANOOR • 9' 0 C CONCRETE OR
<br />�__._�
<br />j
<br />CONCRETE BLOCK REQUI*CXADRED
<br />HEADER WOOD HEAOEP 1,' _ kfco-XlC HEADER kEQUI HEADER {(
<br />CONCRETE BLOCK ..: - REOU,REO REQUIRED I DECWRL L' IPED _ -REQUIRED
<br />HEADER ` , Eau HEADER
<br />#' REQUIRED. REQUIRED. , V R --RFOUIRED - i REQUIRED
<br />4 U) `�i
<br />{._ /-. 1/<'i TIPOON T- •/a'0 TAPCON 1 4'0 TAI>CON - 1 4"• TAPCON
<br />3 �Zi l2 p - J-^ -. ASICF+oR o 9- cc ! -; ,•. ANCHOR o 9. 0c '' ' _. ANCHOR a 9- o.c .ANCHOR O 9. O.C. __ ..t/4'. TAPcoN -- ,/ra TAPCON
<br />1-- �.
<br />I J ''I I I �' : -, I ANCHOR O 9• D.C- { -' .• AIGHOR O 9' O.C. (/e, i)
<br />1 I'll7/2• 1 , \III. t/J ' 1wx• + 1 C2 i I "O J� 1 !e) I ) (.!F-f, 1 : I Ff� �,sC_
<br />l/
<br />C0011
<br />1 1 1 '"2 I1M"VI. •r"111,11,
<br />It/a' - ., t/2" , ,t/{. f I 7/IT I,/4- 11 1 , -,� a) a
<br />1 i I• FW( 1 f _I MAX_ �`
<br />1 I _ M:N,. I, 1 WTI ?. ilf Me+ A.
<br />_ _ I ' Lr. I1 _ -_ + , 7• q, 1/2 ,,/4' ; - 2• ,/2. 1 , I/.• C/ ^J
<br />1 ' I i 2- I: 1 2 1 2• 1i" 1 A 1 2• I I I MAX ' I I MAX �
<br />Mi'l1
<br />p 1 I _.1 1 - ., L. i 1 f---',. i , I I I I [�p i ,p•.-m,• Do
<br />i ,/✓.-mr L R 1..� I �� L L_ t- �1 �-L - , v ,�'`) I_! I (1) �� I i ( `r `�clAs NG-A f I S-, san X'�j 1 i lE A fA R 1 t e Ss aa,i N L I P 1
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<br />e .,,3 1 11 PAW': LENGTH _ 6' PANEL LENGTH n s I, 11 I ]]1 O w aaGtP E%i5ry�r; rl i I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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<br />P` I • Y I Y 1 'l" MAX II ` I n C I -1- VAX U 1 LLUO,Lo` r-rt cLAss a' I, ! 1
<br />Y ! - : sFT_ E.EVATXa. I 1 1 (SEE ELEVATION II � t IF -_L t A. b. PANEL LENGTH 11 4 1 I - _ i -. 1 PANEL LENGTH 11 rtY I U I '
<br />A N+, SIP _ I (OA aHEET t2) I I 1 ON SHEET 17) U -. I i i 'i YRF Y I (SF.E ELEVATION 11 1 1 L• Vae - '/- f , 1 6• (SEE EIEVAT,ON !I RIM L YA% n („ E •E' 4A%
<br />I
<br />PANEL IENGn+ ( T 1 SHEET rtll --- "'�iii I PANEL LENGTH p I ± - ' II _ 1 SCE ELEVATION a �j- - _i _ PANEL LENGTH
<br />IF•`'EP4AA1m" 1 N E I 0 1 ( ON 12} I p - i3 ON 5+1QT 1T) 11 PANEL LLHGTH 6'
<br />E TO GRASS 1 l S IF (SEE ELfVAT10N n E N (SEE ELLYAl10N SEE ELEVATION
<br />R CIO
<br />i E - A Ii i i ON SHEET ,2) n 7.. 't I J 0 I. 4m_ 1 i (; ON SHEET 12) u t 1 " + - ON SHEET 12J o 1 - 1
<br />T 1 i I A . ,( II 1 ON SHEET i2i
<br />I i I) 1 Mm ) ( n ' :- --1 I- SEPARATION- -; 1 r " I 1 1 /ti 0 1 1 '
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<br />PLATE I
<br />1/4'. PANEUATE PINS ): - 1/4•P PANELAATE F',�.'. - - 1 - L ",A, TAPCON I 1,'a•. TAPCON REQUIRED I . _�4.0 TAPCON 2•..• WOOD I • 17 1111rrr Oc �� WOOD. .-. _ PUT' WOOD_ ..
<br />ANL+iIXt O 7T 1/2' OC. ANCHOR (BEYOND) ANCHOR O 9. OC I ANCHOR a 9. OC. 1 ANCHOR a 9. O.0 PLATE -
<br />1 ! STAGGERED W/ STUU - - 1j1.1 TAPCON REONRFD - REQUIRED
<br />STAGGERED w/ ST,Ip REQUIRED ( / " L I/{'• PANElMA7E PLUS I 4 • PANELM1AiE PLUS
<br />1V� GM NTI 2'..' NOOO i 2•P4' *DOE) ANCHOR a 9• oc ANCHOR O 12 1/2• DC I ANCHOR o 17 1/2. OC
<br />SCALE 7/e-1- .. PLATE EOUI _ , _ ��. PLATE . _! - �._ iii I
<br />INSTALLATIONS, N,0 If
<br />FRAME 8U4D6.r.4• SPACING FOR - REODUZEO , REQUIRED ( 1{ I
<br />IN.IAA ANCHOR SING. AND MMO/W EDCE DSTANXE _I V '
<br />ARE IOKATED ON THIS SCHEDULE, FOR E.D LESS THWI - -
<br />•OKAT7D ON SCHEDULE REDUCE ANCHOR SPALNO BY .r + •CIO
<br />MAAftY41G SPACING SHOWN ON SCHEDULE BY THE ALTERNATIVE R-3AW - _,RAT% �.
<br />ICUDII FACTORS FOR THIS OPERATION To BE POSSIBLE. ALTERNATIVE R- - - ALTERNATIVE R-LBW O REGULAR PANELS g�E S�PiAANNEEL M
<br />REDUCED 3PACINc OBTAAARD USING FACTOR SINALL NOT x REGULAR PANELS O LIFE AFETY PANEL O GU PAN LS O LIFE SAFETY PANEL ., •• NNr LESS THAN YROW,M SPAIC INDICATED FDR EACH ANCHOR LJ� W
<br />IIn..../,NAI
<br />TYPE ON TAG SCHEDULE aA H ,A A„ti
<br />a�.aa` is A. i141% F , WALL MOUNTINGS M WALL MOIIHTt.NGS WALL MOUNTINGS DER A. i.. ` -' t
<br />,MBCpR ME -Avn wE g ?a': •„•.•••• ✓°: SCALE 3/8-t' A• T1L SCALE 3/e-1• SCALE 3/8-1' 41•,••' N ✓. -i.
<br />_ . �: • ��CENSF ., �+ = 14R Uj`�A� al•:' �}GE SF ''•.' W
<br />NNIBYY ANoaR slNnla MJ ' 3 -s . FLORIDA BUILDING CODE Non HI h Veloci HUrrlcone Zone CEN •'•
<br />3•; ' S s RORIDA BVILDING CODE Non NI h Veloci HurrIcoro Zone) i 40.44167 I FLORIDA BUILDING CODE (Non High Vel"Ity HUrrtcone Zone m
<br />'rRWAWf- 'c n.I.,A DAJ 3 ) .. IDS: ,
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<br />,HNANa nI, �"oN.w ws (w) 3 3 ,n ? * = * : * i azma nnco. He 24 GAGE GALVANIZED STEEL STORY PANEL 01- f, a . 44167 24 GAGE GALVANIZED STEEL STORIE PANEL * : * <7oA ,ITEM. Nc 11 Q
<br />' •O •' STATE Q .'C � 1. INSTALLATION ARE ONLY VALID TOR A.S D DESIGN z t * _ : **I
<br />I DRA.N BY
<br />I INSTALLATION ARE ONLY VAUD FOR MAX- A.S.D. -q STATE OF_, ::MV�� __ 24 GAGE GALVANIZED STEEL STORY PANEL oRAOw 0, � Z
<br />NL11K mate= Q.90 FACTOR Q,., = _-�. m/n/mn PRESSURE RATINGS (p.s I) AND PANEL LENGTHS AS £ * T _ m/rr/mo �� y'• F 1
<br />IL ECO T .GLOBALPROTECTIONPROTECTIONPRODUCTS,
<br />r ' A°OD S.W. J, STIED LENGTHS AS PER ELEVATION ON SHEET 12. yN � / � NeoO a W. 31 sTREE,
<br />1 1/7' - I ...li'EG n eAHe. FL ]33H F it TEi +Tt'STN9 B [NOIRERNO tIOWANr
<br />/ E vw w., w.. m v r 0,,:' , LOR10 {, �,p2-J >„ r,, w, Na R„wo,l n v,r owE rL Su,1 2, FOR HEN' W000 FRAME CONSTRUCTION WOOD HA S/ON AI / ,/-,-.'•2.t ' T"+3i TCI1N° & 016MEtM1'o co„PANY Z
<br />AIyAI ORAL 1N-.. P„ 1 M,-1_ rr - wirr1-1N, 1a,ac. (u.)ew-7x5, TAT NWAi6N-R»T 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "�"' 3r w., r 31►aw. roes n SILT DwN. n. 3v!1
<br />r Dao Lao HH,.` C • .....-••'' p , `K. A> -_m .. : Prt a+-+ss1 n.Dl.t: (cea)Ie•->s.6. rA1c (ssa)Hes-e»> 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFlC rNH MUNa•LLL : ...+ >1•ur .. Peel n.-,M 20-175
<br />- - -. - - - 1040NH411Ht .-.-4 <...W...,.- ,N ^ • ,�11. r d r �� t1A.HANa AP. DENSITY OF 0.55 OR EQUAL. `� .Nrr.. / PAK • -
<br />/ ,N.o.E (•6.)YF'>5.0. rAc (N•)Ne0-e>n Q
<br />CI-0o0671e S/ u-aaont9 N^' • �rP01. p4R11a "° DENSITY OF 0.55 OR EOIML. r G_i14 aAAwc 1+.
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