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<br />$`%#'R. t2,5' F 7' 3 ,. aq,.s s.w �.-. �dKif �'P1ia'4�7pFPANE
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<br />s�aa4 sa. CAP
<br />. C.s fi
<br />1/ 604.„ A' x AW
<br />. .t05-. a4 d3-a N&Or .t*0:.f, 3, N im .. 2 C
<br />WfUAC%Nu"r Gent. Awn AYRE
<br />LA -AS P N) C P CAS A N} B CASE ID (PLAN)
<br />�� � �� r - _.
<br />4 'mr' 7 4x SCALE t t
<br />'SCALE 1/4'�.f" SCALE t/a _ SCALE 1 t
<br />. A__..1+- -I SOLID-$s OR CALK -It
<br />OR E{GO.. PAMEUTAIE.. -
<br />? f10LiRED. `fEMVE.:ID .ANC
<br />716M AT S1 Win, s
<br />" � ' C:R' HII.OT3c .� - FANELMATE .RUB -SEE.
<br />Y 51 PtRYRE O AMC'.
<br />" _v.. 2.yi ;. SIi43� !PF' i [[ 6 _. OPORNO ':ON S1iETir , WOIO `uG,iEIUCS
<br />C 1 ,
<br />ODNCNETE Sf.00X V .._.. ARIES r .
<br />M!N P 0.. AS .--. AN ,. APPLTOAfD,:s ( F14xNE. ) I .-_. : REQURED art i
<br />4� ,
<br />(AlOVD" >a
<br />2 tttlpD FfIWE
<br />r OPENING YAOTOM} BLOCK ZXE Y m'm'NOtown-mD REntflAEA a 1 r" I z, . -uT, .�,�. 4LLL,S:i�', I: . ..
<br />s: 1 Ea REDUMAD >{ a:. ! ! i _ -__/4 LNnx, /
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<br />#MtES K�Im'���
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<br />`J` R "`%�,,•� WM FLAT nM;M PAW1a m
<br />vm I D$YLTL CUT DA PANEL)
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<br />��° i...,: m.�-.,a.a�=SALeAaS21to- "� tt 10"006,11A 1r G C,PLAN�
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<br />1 11
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<br />/ RE A3fA
<br />"•. rf VALID F ONLY .
<br />f /r�-_ .. AEaO CM DIRECT MOUNT LION &
<br />4+�
<br />,Art Y Y ac .•` _
<br />S ' • � �Nse '%- eEPTIFlEfl PAN€% INSTALLATION AT WADS W/
<br />s ND,. 44167 z SURFACE L.M VARIATIONS WITHIN 31C
<br />It *;
<br />:JC 1** = FLORIDA BUILDING CODE Nan Nigh veloally Hu cans Zone)
<br />o�mD T4t#, AJG h CASE F (PLAN) F CASE E I;PLAN? .�'
<br />2 GAGE GALVANIZED STEEL STORK PANEL bum $
<br />_ % 0,-,_- A)h 1l'
<br />i'
<br />SCALE 1/6`s i' SCALE l f4^.e ,.'
<br />.,y .4' ,, 4L,.FI)V : _ - /...,-...-
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<br />' = IL 1C 0; \ OWBAL PROTEc�Po� P�Qnr�t�, a c.
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<br />F"'Inffiff f 41WO SW, 51 Swm
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<br />wA N1m. P, A*e vFL9u sm.0 .
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<br />CA-67Oa m -. — 1-1—DWO4 Ro:
<br />RE SW1%0WVW4%4TE WAUFR A TAINT 41- PL J.:TA,A_yµ. A Wai a DF 74
<br />x t:.
<br />(VAUD ONLY FOR PANEL tUINSTALATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX- A_5.0......
<br />DESIGN
<br />PRESSURE
<br />RNG
<br />(P...f.)
<br />MAXIMUM ANCHORS SPACING, FOR E.0, =:-AS SHOWN ON SHEETS 4 & 7
<br />-
<br />APPLICABLE
<br />7fi1 ,
<br />C �npN
<br />OF THEM.
<br />PANEL
<br />L 1�
<br />. m)
<br />TAPCON
<br />lAG SGREw
<br />PMND.WAX
<br />FEMALE: 0
<br />PANE4MATE
<br />PLUS
<br />WOOD BUSHING.
<br />a•
<br />13'
<br />13w
<br />1]'
<br />IF
<br />Ir
<br />tW (TIP)...
<br />-
<br />13
<br />73
<br />13
<br />_
<br />15
<br />13'
<br />iW (BOTTOM)
<br />B Ile
<br />e t 2"
<br />fi 1/2,
<br />6 Ile
<br />6 xY
<br />2W OGR7
<br />1 -.'
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<br />9 2 i 2'
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<br />OR
<br />LESS
<br />13,
<br />�i3"
<br />13"
<br />4J5, -45
<br />0R
<br />LESS
<br />73"
<br />13'
<br />_ e
<br />i '
<br />3
<br />t3'
<br />S3`
<br />W I
<br />(t)ti�WN)
<br />13"
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<br />7 3
<br />93'
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<br />)
<br />__7 II2`
<br />6 1/4`
<br />6 t72'
<br />6 Yfa'
<br />6 tl2`
<br />W (I'11P)
<br />81 4'
<br />/
<br />121?°
<br />f
<br />at / 4'
<br />[H(RL)
<br />>6'-G`
<br />4 1 2-
<br />/
<br />4'
<br />61 /2
<br />61.2'
<br />f
<br />-
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<br />74`-a'
<br />4 1 a'
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<br />I z'
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<br />13 '
<br />t `-�
<br />3
<br />73'
<br />73'
<br />Bt 2'
<br />/
<br />4W (HOTTTIM)
<br />P LENGTHS -WHEN SPACER' IS
<br />` SEE T 1 FOR MAX. AS.D. DESIGN LOADS &MAX. PANEL A6LE
<br />USED, {XNWSPOND ING ONLY TO ALTERNATE 2110ON "MEET B
<br />1/4"a TAP;
<br />ANCHOR b
<br />EKSRNG F
<br />0OHGRETE
<br />CONCRETE
<br />1/4 t-PANELMATE
<br />ANCHOR 6 )2 1,
<br />MA(. AS&
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(aRt)
<br />MAILA AM ANCHORS SPACING FOR E.D. m AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />ALTERNAlm
<br />ANY
<br />C
<br />OF THEM
<br />PRIED
<br />LEHG
<br />(n.)
<br />TAPODIN
<br />LAG $GREW
<br />-
<br />Pk LR
<br />P�MTEWOOD
<br />BUSHING
<br />W BDTWM
<br />s t /a
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<br />65 Y
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<br />61 f2
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<br />to 1 12
<br />,..
<br />6 1 4
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<br />�- YS'
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<br />is'
<br />3
<br />t 3`
<br />t3
<br />_t3`
<br />73"
<br />53`
<br />(BOTTOM)
<br />93'
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<br />ta"
<br />_. t3`
<br />i '
<br />D
<br />W (TOP
<br />Y 3
<br />1 '
<br />3
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<br />a t!a
<br />61f2`�
<br />6l2
<br />st/2*
<br />6i 2°
<br />(TOP)
<br />Ile
<br />12 i 2'
<br />$ t 4'
<br />>5»0`
<br />T
<br />+ 7
<br />5`
<br />? N f Y
<br />7 i l2
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<br />(TOP )
<br />0
<br />Y- '
<br />S
<br />5`
<br />6 12'
<br />H"
<br />8*
<br />3W {BOtmN)
<br />1 "
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<br />3
<br />5 7 2"�
<br />T3
<br />ita"
<br />4W TT0m )
<br />. A.SONEL !S * SEE .ABLE OR MA,X .DESIGN LOADS & MAX.MA}(. LENGTHS WHEN SPACER
<br />I COTdtESP(R(iINO ONLY TO ALTERNATE 2W ON SHEET 6
<br />A
<br />AS.O" OESIGN LOW Y
<br />"MnPam'
<br />40 PSF DR LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />SL-2'
<br />> 50 PSFTO 6O PSF
<br />5'-10*
<br />A MAX, PANEL LENGTHS ARE ONLY VAaD FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ W SF,ORIWTrt4 1/2' O,C,
<br />INSTALLATION DEMIL5 F 8 LIFE SAEM p MEL (1)
<br />POUREDINN # C GR T_ pLQC
<br />POUREO 1/4`A TAPCDN _-PplLSfiNG POURED
<br />GfIHCRELF BLOCK ANCHOR O 6 OC � ,:3::# COMCREIE BLOCK
<br />'ti )
<br />:11-t@ri'
<br />114'40
<br />- N -0 MPS.
<br />PANEL LENGTH
<br />.__ (SEE ELEVATION
<br />ON SHEET 12)
<br />._.. --_@
<br />W Ijr at
<br />SEE SICEM 15 a 16 POP. ANCNO6 TYPE Na SPAOo1G FOR
<br />NSIALL TIoNS WIT) WOO FRAME Bt9DOW
<br />MINI" ANCNOR SPACthcS AND YNg1UY kTdFE. OWAKOC
<br />ARE @KXCA10 ON THIS SDFAOLAEE, FOR ED, LEST THAN
<br />WO01tD OH SCHEDULE IS Axt AN�C�wH.O.JR� SPA3HO BY
<br />WMTO7{,IRW VADIND SHOWN ON SCHEWLIt BY THE
<br />FOU.ONPiO fACTOR6 FDA THIS, OOLATON TO W POSS"
<br />RMUCM SPACMO o6LAY" USNO FACTOR SNAL NOT 9E
<br />Lm THAN W N*UY St""m NOECAIED FOR EACH ANCHOR
<br />TYPE ON it" SCHEDULE
<br />i 4.
<br />' f V.
<br />/HONOR YTYK
<br />_
<br />nwanN
<br />jR.__
<br />RFNNK)Y, maim VAMW W
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<br />a
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<br />3
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<br />3 ,
<br />_ --
<br />P Lra
<br />ODNCREZE �R I
<br />C i�E, 73LQCK
<br />1/4'0 PANEA1NtitE:
<br />ANCHOR (BEYWO)
<br />WALL AfifUNYlNGS
<br />. 316.-T-`--
<br />Y
<br />I I i' im.
<br />1 '`2. 6' PANEL LENGTH
<br />,.., _� IDES I ATR )
<br />. - ,
<br />T
<br />I
<br />i
<br />1 .O
<br />�l 1
<br />R 6" I
<br />I
<br />( Itt
<br />`i
<br />. ttRTm+n}
<br />!� )4�A�., �..01
<br />ONLY FOR P3ANEL(DINSTALLAT)ONS AS PER SECTIONS I THRU 8, ON SHEETS 4 & 5)
<br />HMO. AS,D.
<br />DESIGN
<br />PRESSU ikE
<br />RAISNG
<br />(PRF,
<br />lAAXit61M ANCHORS SPACING FOR MIN E.O. PER SCHEDULE 611OW
<br />LW,-
<br />mmem
<br />PANEL
<br />x«
<br />(H.)
<br />(
<br />t�to, AS.O.
<br />DESIGN :
<br />PRESSLP RE
<br />RATING
<br />(P,B.I.)
<br />NAkT" ANCHORIS SPACING FDR i 4 ED, P#Ai SCHEDULE BELOW
<br />APKKAK4
<br /># �'
<br />.
<br />3AVETW
<br />ifIc
<br />.U♦f
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<br />SOLID -SET
<br />PANEEJIATE P TE
<br />PUS
<br />B8 LU
<br />IAAU✓P:,-•NMLiN
<br />OALii-SST...LENGIM
<br />T,i., 4W
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<br />P TE
<br />ANEI.AIA
<br />ID
<br />PANE1.LtATE
<br />P LUS
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<br />CA4K`-tN
<br />TO
<br />N
<br />O
<br />10
<br />10
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<br />TO
<br />to
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<br />,..1Ik17Ai
<br />.
<br />O. 7NEAN{YL)
<br />445 -43
<br />LEES
<br />73`
<br />13
<br />13
<br />t3
<br />11
<br />13 Ya
<br />13
<br />13
<br />13
<br />73`
<br />11"
<br />_ 51-1.
<br />0 R
<br />L ESS
<br />48, -45
<br />-6
<br />.as, D
<br />- T3
<br />T3
<br />t3
<br />13
<br />.3
<br />i3
<br />- T3'
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<br />73
<br />73--
<br />13
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<br />tXd
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<br />t ' -
<br />3
<br />3`3`
<br />3'
<br />t '
<br />3
<br />i3'.
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<br />a
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<br />13
<br />11.
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<br />73'
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<br />3 "
<br />43
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<br />73_
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<br />13".,
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<br />3
<br />1
<br />13
<br />ti i f2
<br />s �D1
<br />( FD
<br />43'
<br />73"
<br />t3'
<br />IS'
<br />73`
<br />137- 13'
<br />,,3
<br />t3"
<br />t3'
<br />I3'
<br />13'
<br />3 {TOP)
<br />13`
<br />I:r
<br />ta'...
<br />.13'
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<br />ia`
<br />13`
<br />!3`
<br />- i3"
<br />73*
<br />73'
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<br />8'
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<br />1 3
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<br />713
<br />H
<br />tEt3`
<br />B
<br />3
<br />S3.
<br />{TOP)
<br />6
<br />3'
<br />3
<br />6
<br />3
<br />13'
<br />6
<br />F3"
<br />3
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<br />3
<br />3
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<br />3
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<br />6 (TOP)
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<br />13'
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<br />ItLAIMM, AARSWR SPA�.^S ARD VWW EROE OISANDE ARE INDICATED ON nffi DIL FO SCHILDR E.D
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<br />1NEALLAT19N DETAILS FOR LIFE SAFETY PANEL
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<br />m 113m Tin, F.P.
<br />24 GAGE GALVANIZED STORM
<br />a i 44 T 4y 7 " ZED STEEL PANEL DRAIN Im
<br />t, INSTALLATION ARE ONLYVAl.tp FUR A,5,0 DESIGN tl5-T
<br />PRESSURE RATINGS (The. AND PANEL LENGTHS AS I *. 4,.,`""-"- .,..,. ..�� �wwt�RL�"�� "� PRIiTEGTION PROi!!,! `TS'r L' G> �/V
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