|
END CLOSURES QUAILS FOR INSTALLATION IN POURED CONCRETE.
<br />D STRUCTURES: VALIQ FOR REGULAR. LIE
<br />SAFE & E-Z MANG STO
<br />�' - ..., I
<br />` I
<br />I... 1� -
<br />*1 �- I ,-I--. - (J) "" ,(9 OR � S=M= :; 1
<br />I *1 I& ;w
<br />.,�: I' . r , ,03' ::
<br />, VARMES I ro* "m nmaff 9X Go%
<br />'.. 6' voi.-I 60.3-1111 IUM =Nx ;"
<br />"
<br />. t ft'DUM mw mm It.00 , 1 3X '�,,, . j
<br />, *
<br />I,- --- - VIPCON 0 it .C,
<br />11�
<br />Poum comolum Go �.�� c I
<br />1`�,
<br />I 1/0. . I 1/1 � � I 2 lIr ��
<br />I - I
<br />I.-, wowla =OW=bl -1 . . Ir a I
<br />& �.; 2
<br />xwtmw I L
<br />-1 OR(3 , kfiin,�- I
<br />�
<br />"Wt AVO ..,
<br />' *Z"
<br />-
<br />..... �':�,":711 �J��, L.
<br />- i 1�1. - �,": 711 .,�,,��Jt 11
<br />' 5 �,.,t
<br />J, " N
<br />,,�� I -, ---L.
<br />, .,
<br />.. �� ( I ,
<br />,.� ,j
<br />I ,- - I ' ,/.,. .'"le 1 1 -717 (Ul
<br />,�mfl,ALNGL - I
<br />N i a 12* at 1 21 : 21 . �ftb: . .
<br />�"- 'T , am to -
<br />i ,'I ,,- -
<br />I 11 �; VARIES . Coo"'
<br />- / �,
<br />"
<br />2- i Ilk
<br />1, .. S, Kim 117-C L x ALW. AMPLE ON
<br />L12
<br />141 V... : 'DWI 310-4154 9"I Poi" oomwm cw_lww
<br />, I
<br />,q I "
<br />,
<br />j 9 4' It ,2w � , 4 t� --I -- - - MFIAL ALUM. Ban PLATT . . SLOVII am 21.41 wm Flow
<br />3;03-Hl 4 on I , :-, ( �- RLGLKVM
<br />, 1/2 . F
<br />1, 2
<br />. ,,- ,��//-
<br />=
<br />4LOT �'. -,
<br />coal- a , .
<br />cw� , Mi., - I i-/4'
<br />1�� MOV.
<br />"'.
<br />. �
<br />.,� � --- I - - - - - - - - - - - j M. w I
<br />i -
<br />"
<br />I/4- 0 WT 4 - . 4' . .02,
<br />0 12' CC- 31115-41. OR 410113-Tv 1,1110"
<br />W/.kc.wp C� *- Nam
<br />CASE A (PLAN) CASE 8 (ELW
<br />SCALE 1/4-0- SCkX 1/4*-I' SCALE 1/4"W SCALE 1/4'-I'
<br />11 I � SOUo-5lT ON CALA-M
<br />,
<br />-
<br />1.11, �11 '=PZWIW -
<br />. -=
<br />t- . ,WT m
<br />I
<br />,�, ��" I.- , I --cs) 3 19 J9 o. =,=, oft .
<br />?,SX MM 0=%R , an 2%4* wooll SIN ==x
<br />�- , (MIN. PANEL , E -�� VAKS rpAw owoLw4D AS ArKrJ=J to & 1.) `�-
<br />OVEMLAIP BEIOW 2"., WOOD PRIOR ,:; 'Ir mia- , (1) & (m ,
<br />CONCRETE FKOAIKD "
<br />OPDN4 *VIM) =0000NOWIL, TtFll...
<br />- ,w wm rmw 1 ��.., 10 1=1'ik`,:��kll'l �IL . -1ir `i"�i it .
<br />1 3 I- tt-
<br />-j �
<br />7 01,
<br />);L
<br />I % fila- -
<br />.
<br />! � wwmw ', Z, - - �
<br />" \'L
<br />, � �.. �, . i�a�-1 ,,, It ,� ,
<br />410'� ".
<br />,11 11
<br />,,,, ,,�,
<br />,�
<br />,-" I. 1, I", 11�.� .. I VAIVES -, (t,a cR4 - = w
<br />Z N= FRON' 0
<br />I / ,--,, 01
<br />,� w PAIVILLO. to
<br />ir m- I I km- -1 - -w
<br />i I X - 9 0 DISTANCE -7-,- 7-- FMI
<br />: I 11
<br />� , I
<br />/---� I- �� �- I J
<br />-
<br />, � 1`� - /- Z--`H%::-RF - SCALE 1/4*-I'
<br />"r = 9I.Tam
<br />,,!/ \-.-/ "orat VALID MR DIRECT MOUNT INSTALLATION ONLY At
<br />CERINIFO PANEL INSTALLATION AT WALLS W1
<br />(.*
<br />SURFACE LEVEL VAA&ATIONS WrTio" 3/4'
<br />FLORIDA BUILDING CODE (Man High VVeloolty MW loans Zone)
<br />� -:�. .. .. : %mk Vc. 24 GAGE GALVANIIZED STEEL SIM PAWL I.P.
<br />,
<br />SCALE 1/4--t- SCALE 1/4--l' 0 ... or, .. - - -- -- Ck*k Or,
<br />* ift . -..
<br />, I . - t"AM
<br />ves - - V`JAIV
<br />"II.011.
<br /> �Z 11L1EC0,SB.a.%0mLI` ROTEMM PROMM 11C.
<br />",001 "I " .m IV. 11I sow
<br />. �%� XMIN . 0". m 31114
<br />IN, 20 -175
<br />'Maw.
<br />A I "Cle. (04)M-7Mk Fn M.)01""7
<br />P � ,r,w
<br />- - ----- - -- DPAWM ft
<br />'t uk,a&WUKfon C.10ow's lIm,.! 0VoNVN` i
<br />. = IN 0.6 i* it --I- fi,59 i i 1 own a or a
<br />.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />STORM PANIEL(OINSTAUATIONS INTO V=Q SMUCTILIMS
<br />(VAUD ONLY FOR PANEL (DiNsTALLATioNs As PER ALTERNATIVES IW THRU 4W, ON SHEM 6 & 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />7
<br />MAXIMUM ANCHORS SPAM FOR E.D. - AS SHOWN ON SHIM 6 Ill 7
<br />I
<br />0 ' I ,
<br />`A`U`
<br />I 0
<br />MAXIMUM
<br />PANEL
<br />TAPCON
<br />LAG SCREW
<br />PANCLMATC
<br />FEMALE 0
<br />PMELIMIE
<br />PLUS
<br />WOOD uu�
<br />PRESSURE
<br />RATING
<br />(P.J.)
<br />TOM * Two
<br />III -
<br />-
<br />el.
<br />i&
<br />�
<br />LENGTH
<br />% -
<br />(R.) 1
<br />13'
<br />lr------
<br />IV
<br />tr
<br />13-
<br />' ' -
<br />-13- -
<br />" 0 "
<br />(mm
<br />!.
<br />- 13'
<br />13"
<br />I3-7----TF----
<br />� r
<br />-
<br />I--
<br />" (BOTTOM)
<br />I )
<br />6 1/2-
<br />--
<br />-iTj27
<br />--
<br />S'T/-2---
<br />' 6 iii�
<br />i I /
<br />-ii�z: ......
<br />-
<br />M M
<br />mm
<br />-
<br /> � I
<br />-
<br />. --.-.
<br />a.
<br />-
<br /> W
<br />a I/C
<br />-,---G;---*- -
<br />-
<br />12 1/2*
<br />- . �
<br />- -- I� - -- ,
<br />.
<br />I
<br />0 1/4-
<br />4
<br />/ -
<br /> .... �.
<br />-
<br />-----
<br />-
<br />- - -)
<br />(borra)
<br />� I - -
<br />-
<br />.iilipi.-
<br />( )
<br />- -
<br />57-0,
<br />Olt
<br />LESS
<br />-- .
<br />S7.
<br />...
<br />-----
<br />,
<br />L-.--- ---
<br />"
<br />-
<br />- . - -----...-
<br />- -
<br />-
<br />-
<br />To "T"N"
<br />Jw�-
<br />-
<br />-
<br />... ....
<br />Ir
<br />-
<br />".
<br />----
<br />I
<br />31
<br />--- 3 - -
<br />I . -
<br />'i
<br />(top)
<br />-( - p . ) ---
<br />-
<br />-!�--
<br />3 �-.--i
<br />!- -� -...
<br />.."
<br />A
<br />.OW45
<br />- .
<br />--- -------
<br />Is.
<br />
<br />13'
<br />..
<br />is,
<br />1F---------i13"--
<br />Mariam)
<br />I
<br />13'
<br />13*
<br />-- ----'---
<br />13'
<br />---" - --"-
<br />13'
<br />a 112'
<br />IF (Mo)
<br />IT 0
<br />LESS
<br />---
<br />13'
<br />_
<br />_
<br />i
<br />r
<br />_
<br />ow III
<br />"'
<br />-
<br />13'
<br />Ir
<br />Is-
<br /> -
<br />--
<br />GLT-
<br />--i-lj2�---
<br />--
<br />I/ 2 -
<br />ITOP)
<br />---� -1/!� -------
<br />-
<br /> -
<br />4 1/2-
<br />-
<br />-...--
<br />4'
<br /> -----!--1�2:----iI/2'
<br />0 1/4-
<br />---.-...---...-.
<br />/ .
<br />'�
<br />12 1/2*
<br />--
<br />, A.
<br />a !fz
<br />_ -
<br />-
<br />a I /4*
<br />_ - - �
<br />_ t
<br />_ ..
<br />-
<br />.
<br />(90111, 1)
<br />-`-
<br />.- 7
<br />- I——
<br />C.,
<br />p2t)
<br />-- -
<br />i,W-O"
<br />I TO
<br />4--4-
<br />---,-.-".
<br />4 1/2'
<br />1 ,�-_.rj
<br />--S-j
<br />--
<br />7- -f----
<br />_
<br />1 _
<br />3iWl (Wnw
<br />0
<br />- __
<br />to 1�,
<br />_!_1
<br />9 I
<br />_ _ _
<br />it-__
<br />-
<br />,il
<br />I .
<br />:_
<br />I-
<br />Z.
<br />1
<br />IT
<br />IT (ITR2�
<br />--
<br />I
<br />,5
<br />-,
<br />1 I
<br />-
<br />_i�;
<br />I_ _ i ;
<br />i I/ -
<br />112
<br />-
<br />.
<br />WTMM)l
<br />I )
<br />-j
<br />-
<br />ISEE TABLE #1 FOR WX A.S.O.-OESIGN WADS & MAX PANEL I.EWTHS IIIHIEN SPACER 0 IS
<br />* USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
<br />MAX, A3.1)
<br />DESIGN
<br />PRESSURE
<br />%&Two
<br />(P-S-0
<br />MAXIMUM ANCHORS S9*,CM FOR CO. - AS SHOWN1 ON SHEETS 6 & I
<br />APPLICABLE
<br />TO
<br />Am"Im
<br />AUTI.Y.
<br />OF THEM
<br />mokwum
<br />PANEL
<br />LEW,
<br />%
<br />00
<br />TAPOON
<br />LAG SCREW
<br />PANELIMATE
<br />FDAILE TO
<br />PNIDA%TE
<br />PLUS
<br />WOOD BUSH=
<br />Is-
<br />13,
<br />13,
<br />13"
<br />-
<br />13-
<br />--w
<br />,it
<br />is- ---
<br />i-F-
<br />--- Fi�---�3�,-----W
<br />TW(Oww
<br />4 1/2'
<br />a 112 .
<br />- il-�iF
<br />8 I /2-
<br />i -1/2-
<br />W-RiF-
<br />+43, -45
<br />to
<br />+75. -75
<br />---
<br />-
<br />- - ---
<br />. ---n-
<br />7 1/2-
<br />-
<br />13'_
<br />i-F
<br />-
<br />__ _7 I/ ,
<br />.11 .? -
<br />ow
<br />----.----
<br />. :Ii3�--- :
<br />Ir
<br />----6 1/4-
<br />- � . ... ..... I
<br />a.
<br />..---
<br />or
<br />-- --
<br />-
<br />� Ir- -
<br />-IF
<br />�
<br />12 1/2-
<br /> - I—— .-
<br />v
<br />
<br />8.
<br />� - �
<br />- . jr -
<br />&
<br />6 ld�
<br />- ... ....
<br />-
<br />K!!�!),
<br />--va�
<br />51-V
<br />oft
<br />Las
<br />.
<br />-L'---"-
<br />_
<br />_
<br />_
<br />. - - .
<br />- - - 13,
<br />-13-
<br />mmyoo
<br />- uml
<br />-
<br />a (WITOM)
<br />13,
<br />Is-
<br />to'
<br />III (TOP)
<br />--L1:---
<br />Ir
<br />6 1/7.
<br />- -- -ir - --
<br /> . Ir.- ---
<br />i- I �2-
<br /> -
<br />13"
<br />IT
<br />6 ,/4'
<br />to WOM)
<br />a 1/2-
<br />6 1/2-
<br />6 1/2-
<br />2w (w)
<br />-
<br />-
<br />.- -
<br />4 1;�2--
<br />----.------- --
<br />-
<br />6 1/4'
<br />,
<br />12 1/2' I
<br />a 1/4.
<br />2* (wri..)
<br />>5'-O'
<br />to
<br />71-r
<br />--
<br />_`��
<br />'I ,/2*
<br />I
<br />7 1/2-
<br />---- --
<br />-
<br />30 (TOP)
<br />L]
<br />v
<br />-��
<br />S 1/2-
<br />I
<br />"
<br />L.
<br />-
<br /> W
<br />-
<br />30 (BOTTOM)
<br />".
<br />-
<br />12,
<br />-
<br />-:: 13'
<br />�-7
<br />13,
<br />
<br />S 112^
<br />4w (1w)
<br />,
<br />- "
<br />7�
<br />3
<br />-------Ii�
<br />To.
<br />0�
<br />Ill
<br />ISEE TAKE #1 FOR MOX. A.S.D. DESIGN LOADIS III MAX. PANEL LENGTHS WEN SPACER 0 IS
<br />* USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />USLAI
<br />a .
<br />A.S.D. OESM LOAD
<br />MA)MM PANEL
<br />LEW"
<br />40 PSF OR LESS
<br />6*-e,
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />I > 50 PST TO 80 PSF
<br />-
<br />5-10. -i
<br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE JPALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ " �P,Wjk%11�4-1/2* D.C.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR PACING SCHEDULE
<br />Fog REguLAR mgm P ') msmumoms Iwo comcgui
<br />Amn (1 & comcgETE eLom smucTuRES
<br />CVAUD ONLY FOR PANa(DINSTALLATICINS AS PER SECTIONS I THRU 6. ON SHEEFS 4 & 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />111411140
<br />(P-0.0
<br />M11001" ANCHORS SMM FOR MR CO. PER SCHEDULE KA.M Ilk
<br />OPUCABBLI
<br />IND SDCD04I
<br />A f.
<br />wxwm
<br />11.11,
<br />LENGTH
<br />-,
<br />(ft.,
<br />wx A.&C.
<br />DESIGN
<br />tfilt
<br />RATING
<br />(P-011
<br />MAMA ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW
<br />APPUQW
<br />10 SO;
<br />A Ly
<br />PANEL
<br />LEMON
<br />MAPM`M` I
<br />,
<br />(".)
<br />UPCON
<br />-
<br />SOUD-Sv
<br />Few
<br />I IV
<br />PAkTLWA,rt
<br />PLUS
<br />Z�-NAL#4
<br />-4N
<br />TAPOON
<br />I SDUD-SV
<br />1136"
<br />10
<br />MW
<br />ZAM%C-K-JUk
<br />I
<br />-IN
<br />--1w
<br />"
<br />-
<br />"
<br />am"
<br />Ill
<br />m:
<br />To
<br />OMMZ
<br />a. 10
<br />&
<br />10
<br />3k
<br />TV
<br />am="
<br />k*
<br />-
<br />OF THEM
<br />-
<br />"
<br />to
<br />.%.
<br />3k
<br />-
<br />TV
<br />.0=
<br />&
<br />to
<br />�4�
<br />DO&"'
<br />-1111111L.
<br />ill
<br />W
<br />-
<br />";7I E;r
<br />+45. -45
<br />OR
<br />LESS
<br />13'
<br />.
<br />13'
<br />ir
<br />Ir
<br />Ir
<br />13*
<br />Ir
<br />� Is.
<br />is,
<br />' Is,
<br />Ir
<br />Ir
<br />I (lop)
<br />51-4`
<br />on
<br />Las
<br />1
<br />+45. -lb
<br />. TO
<br />as. -a
<br />I
<br />IF
<br />'I
<br />tr
<br />Is'
<br />-3k
<br />is
<br />Ir
<br />IS'
<br />'r
<br />it 1/1-
<br />-
<br />I (too)
<br />OR
<br />LESS
<br />I
<br />L�I: _
<br />Ir
<br />3-
<br />__L
<br />ir-
<br />IJ-
<br />IT'
<br />iY
<br />Is-
<br />Is-
<br />-
<br />Ir
<br />s'
<br />
<br />13-
<br />.-
<br />Is-
<br />7
<br />Ir
<br />---.
<br />t3'
<br />I (BOTTOM)
<br />- ..-
<br />Tiw--
<br />1
<br />-------
<br />7i
<br />13�
<br />Ir
<br />ir
<br />Ir
<br />IT
<br />Ir
<br />IT
<br />
<br />Ir
<br />--
<br />11 qV
<br />----..
<br />I W-)
<br />5;--�3�
<br />Is`
<br />Ir
<br />Ir
<br />s
<br />Is-
<br />' Is-
<br />Ir
<br />Ir
<br />a F6i�-
<br />�
<br />ir
<br />Ir
<br />13*
<br />is'
<br />-
<br />Ir
<br />'r
<br />Ir
<br />ii
<br />Is-
<br />IT
<br />IS"
<br />Is-
<br />n
<br />11 If.
<br />I %,-I
<br />ly
<br />w--
<br />-IV-Ir-
<br />_LJ�..
<br />- Is,
<br />3-
<br />13,
<br />is -
<br />T112-
<br />13 -
<br />'
<br />.-
<br />ir
<br />2 (pollom)
<br />13* '
<br />I
<br />Ir
<br />�
<br />is,
<br />t3'
<br />-
<br />Ir
<br />-
<br />IF-
<br />ii-
<br />-
<br />jr
<br />3
<br />-
<br />.
<br />-r---
<br />I .-
<br />I-
<br />".
<br />.-
<br />"
<br />, I
<br />-
<br />3
<br />-
<br />-
<br />-
<br />'r
<br />-;i-
<br />i--00�)-
<br />-
<br />I . '
<br />- -
<br />713F
<br />,
<br />��,
<br />l:r
<br />13,
<br />Ir
<br />Ir
<br />!!�
<br />11 1/2.
<br />3 Mo)
<br />-
<br />-
<br />-
<br />.2 1/2'
<br />6 l/#'.!1/�44*
<br />C
<br />12 llr
<br />12 llr
<br />12
<br />--
<br />_ 11
<br />1
<br />_ _-
<br />6 1/4 -
<br />S 1/4 -
<br />3 (BOTTOM)
<br />-
<br />_
<br />-
<br />_ __
<br />.
<br />13 t/2*17
<br />-
<br />I /2'
<br />6 1/4'
<br />6 Ile
<br />12 1/2*
<br />12 t/2'
<br />-
<br />-
<br />-
<br />I -
<br />- -
<br />IT Ile
<br />- -F
<br />114
<br />3 (SKITIONI)
<br />- -F -
<br />---
<br />1.
<br />
<br />-11r �
<br />17
<br />,
<br />-V�'
<br />I
<br />-
<br />-
<br /> -V
<br />F-
<br />1.
<br />'.
<br />.!
<br />Ar
<br />a,
<br />..
<br />1.
<br />1.
<br />..
<br />-
<br />1.
<br />-V-
<br />TVF
<br />i-FOI
<br />_
<br />-
<br />I/K.-F...
<br />
<br />JM
<br />i'11F
<br />.
<br />e ,
<br />" -
<br />S*
<br />
<br />6 I
<br />---
<br />a
<br />-- ---
<br />7 3
<br />-
<br />a'
<br />'.
<br />S,
<br />V
<br />4 5a;j-
<br />-
<br />-
<br />�i�-
<br />----
<br />r
<br />ii�
<br />- ---
<br />-
<br />S.
<br />-
<br />7
<br />i��
<br />-
<br />_13-
<br />�__
<br />,_
<br />i'
<br />is
<br />-
<br />1.1
<br />__
<br />is
<br />
<br />-
<br />----
<br />11'
<br />--
<br />r
<br />--
<br />Tr -
<br />�i
<br />--;i.*,
<br />--'--
<br />- -Tr -,
<br />- 1�--
<br />-6-*-
<br />-,
<br />-
<br />a-
<br />T3---1r-'S
<br />- -
<br />Ir
<br />131
<br />.-
<br />is 1/4-
<br />-
<br />--- -
<br />-
<br />4 UTTOW)
<br />-19
<br />(TOP)
<br />- -E
<br />Is"
<br />11
<br />13*
<br />=
<br />I 11.
<br />13,
<br />__
<br />� r
<br />13'
<br />-�.
<br />�. �.
<br />T.
<br />-- .--.
<br />T
<br />-
<br />,;
<br />-
<br />- -
<br />--�s! -
<br />Is.
<br />ikj
<br />-,..---
<br />-
<br />B*..
<br />Ir
<br />Ir
<br />l3�-
<br />-
<br />-
<br />. I -
<br />is,
<br />ir
<br />.- -S�.
<br />Ir
<br />ur
<br />-
<br />I——
<br />- -ILI:
<br />1/2'
<br />-71-r
<br />�-(��
<br />!.S� -
<br />5 (BOTTOM)
<br />-Ir
<br />--ir -
<br />--T -
<br />17
<br />-T --
<br />i
<br />- - ---
<br />-
<br />-Ti;---
<br />-; -
<br />- T3
<br />- ---
<br />IS i/4-1
<br />i3'
<br />---;T-
<br />- -
<br />6 Ile
<br />-
<br />ir
<br />- --
<br />li:
<br />--i-r -
<br />liw-
<br />tr
<br />-"-
<br />13'
<br />---
<br />1 0 1 le
<br />----
<br />3 MOTTOW)
<br />,---,- ,
<br />6 CTOP)
<br />- --..-.
<br />a (morr.-I
<br />
<br />13'
<br />-
<br />Ir
<br />-j�r.
<br />ir
<br />I�F-
<br />-4; '
<br />. -
<br />6 1/4'
<br />--I?L-
<br />13.
<br />"it--
<br />-
<br />6 t/4-
<br />Ir
<br />Is.
<br />tk-
<br />- --
<br />-
<br />-
<br />is'
<br />-
<br />ir
<br />-----
<br />13,
<br />Ir
<br />--Ti
<br />iF
<br />i7w ....
<br />- -
<br />S 114-
<br />j
<br />i
<br />I /.I
<br />_
<br />_
<br />-.-.-
<br />-
<br />--- .
<br />-
<br />- -
<br />-
<br />--
<br />-
<br />--
<br />6 1/4-
<br />-
<br />�f
<br />6 1/4-
<br /> - --
<br />-
<br />---.
<br />Is 1/4'
<br />-
<br />V.,
<br />6 (wn.-)
<br />Ir
<br />'.
<br />13,
<br />_
<br />10 1/2'
<br />1 sr,
<br />71
<br />.
<br />Is*
<br />-
<br />7'
<br />7
<br />4 1/2
<br />1 r
<br />4 1/27
<br />1 ('100)
<br />.5,-G,
<br />To
<br />14'-4'
<br />. -
<br />13'
<br />, -__
<br />Is'
<br />-Trk-
<br />__ !�_
<br />7 I/r
<br />-T-1
<br />13 -
<br />13 -
<br />4 llr
<br />tr
<br />61/771/2
<br />-
<br />1
<br />a /7.
<br />is*
<br />1 1/2,
<br />15--e.
<br />TO
<br />#.-,.
<br />I
<br />j
<br />Ir
<br />7'
<br />ir
<br />Is-
<br />13"
<br />9 1/2
<br />.
<br />13*
<br />,
<br />2 1/2
<br />_
<br />!/j
<br />to 1/2
<br />? 1/2
<br />_
<br />13'
<br />ir
<br />I (emmim)
<br />1��_
<br />ir
<br />-,IF"
<br />_
<br />Ir
<br />- -�i -
<br />13*
<br />-
<br />10'
<br />Ir
<br />10,
<br />---
<br />it*
<br />Ir
<br />--
<br />IF-
<br />I
<br />ii;iF
<br />I (morrom)
<br />---
<br />1
<br />_-�: -
<br />Ir
<br />
<br />717
<br />-
<br />to i/2,
<br />Ir
<br />r
<br />Ir
<br />7-
<br />11/2
<br />5 I 7F
<br />�77/:F
<br />-73
<br />i (Mo)
<br />I .
<br />a 1/2'
<br />Ir
<br />a 11r
<br />9 11r
<br />6 llr
<br />13'
<br />5 1/2*
<br />2 CWI
<br />i -n-
<br />r
<br />Ix" -
<br />- --
<br />'-;F-
<br />--Ti'
<br />0 1/4*
<br />-- --
<br />?;
<br />VVi-
<br />il�i
<br />1-ii
<br />--
<br />T 1 j2�
<br />ir
<br />13;-,
<br />ii �ii�
<br />-W--
<br />9 i/2
<br />V-1,;i
<br />i--tir
<br />-- -
<br />4:
<br />to %T2
<br />70'�/-i
<br />--7-
<br />-
<br />4 i/2'
<br />"i 1/2
<br />7 112
<br />-' --
<br />-, --
<br />j�
<br />,r
<br />-r I!
<br />--
<br />i 114-
<br />i
<br />I/ 3.
<br />a i/2'
<br />-!�E
<br />6 1/4'
<br />k7-
<br />2 iso"w
<br />3 CTOP)
<br />3 (BOTTOMI)
<br />�i --
<br />i �j�
<br />7 I/r
<br />13"
<br />-
<br />13'
<br />
<br />IT
<br />IT
<br />-10---1i--iiIw-�l4*
<br />---
<br />Ir
<br />----
<br />to"
<br />it*
<br />Or
<br />'V---;i7i
<br />..T�
<br />13,
<br />/F
<br />1�
<br />(BOTTOM)
<br />-ln -
<br />-
<br />. ---
<br />'�:
<br />--im-,
<br />-;F-
<br />-
<br />13*_
<br />71
<br />-
<br />-
<br />-
<br />JF
<br />-- .
<br />-,
<br />..
<br />- ; -
<br />- - I.
<br />Ir
<br />12 1/2,12
<br />- -j
<br />-
<br />13'
<br />TT
<br />1/2,
<br />-j-'T-
<br />r
<br />.13"
<br />"
<br />'i
<br />, _
<br />_j-,
<br />7 yr
<br />-
<br />-
<br />13.
<br />13*
<br />-
<br />Ir
<br />-I--
<br />---
<br />--i,
<br />
<br />I_
<br />LIT
<br />i-TC-1j
<br />_
<br />-
<br />�--
<br />1, I M
<br />�j ,/2.
<br />j /,r
<br />I 1/47
<br />2 I/
<br />F
<br />q'i-jj�
<br />-
<br />_
<br />jj jr
<br />6 t/,v
<br />3 (borrow
<br />..----
<br />;
<br />,2
<br />��
<br /> -
<br />r
<br />r
<br />I-
<br />r
<br />I.
<br />-
<br />'.
<br />-
<br />4"
<br />---,---
<br />! 1/1'
<br />1 112'
<br />- -----
<br />-- -
<br />01�
<br />LL
<br />,
<br />:1.-
<br />IT
<br />IT
<br />,
<br />-
<br />T-�,�
<br />I 13,
<br />,�,
<br />, T
<br />-
<br />: a .
<br />-T�` _
<br />
<br />ir
<br />.
<br />! -
<br />_I
<br />! 1
<br />I
<br />L!
<br />9 1/2.
<br />r
<br />S'
<br />__!_
<br />_
<br />w.
<br />-
<br />1 1/2*
<br />-
<br />!a I—
<br />5 i;iv
<br />G
<br />10 I/q
<br />. ID
<br />1
<br />-.--
<br />r I/2'I
<br />rl
<br />1 1L
<br />-
<br />TI /2'
<br />ir
<br />'s*
<br />- 4
<br />I W
<br />,
<br />'-2 2
<br />------
<br />(WITIMM)
<br />15 (TOP)
<br />3 (BOTTOM)
<br />B
<br />RU'r,
<br />[13,
<br />__
<br />I_
<br />r
<br />- -..--.-.----
<br />-
<br />r
<br />-.
<br />- -
<br />'.
<br />-
<br />1.
<br />-
<br />-
<br />5 1/2 -1
<br />-
<br />.L!/n
<br />.
<br />7 112
<br />_r _
<br />-
<br />_
<br />4 (Barw
<br />, s
<br />13,
<br />I
<br />a /
<br />Is'
<br />, -
<br />--
<br />'r
<br />--- -
<br />ur
<br />--.--
<br />11r
<br />---
<br />'p-
<br />:�Tl=�W-
<br />I . , /2-
<br />S
<br />I (TOP)
<br />IT
<br />13"
<br />I——
<br />a
<br />IF
<br />ir
<br />-123
<br />-67
<br />Ir
<br />to,
<br />---
<br />Ir
<br />--
<br />to*
<br />ll*��
<br />_-
<br />-III-
<br />Ir
<br />0 1/2*13
<br />(wmm) I
<br />jl��
<br />_7'
<br />3
<br />JiO 1/21
<br />-
<br />!2:
<br />I'
<br />13'
<br />i r
<br />.. ,
<br />I
<br />I ".
<br />I "I
<br />-
<br />I s_-t4
<br />1�/2 -
<br />:
<br />A
<br />5 (TOP)
<br />tr,
<br />i�,-
<br />
<br />----
<br />a 11r
<br />---
<br />0 1/1
<br />F
<br />1j.
<br />� a
<br />5 1/2
<br />Is (top) I
<br />F_L
<br />_
<br />_
<br />_l7___
<br />I -
<br />___!_!
<br />Ij,j.,/.I.
<br />I
<br />_
<br />,
<br />
<br />-
<br />6 1/4 -16
<br />1/4'1
<br />-
<br />_ -
<br />T
<br />- I v
<br />a ,
<br />wt ow 11 to ANUM Tor & SPACMIG $OR INVIALIATIMIS wt* gm rwAg VU%b"K
<br />I, iNWOM ANOMOR SPAnG5 AND MOWA 0% ONTAMCE W INDCAM *4 T46 101011" FOR ED
<br />LM DIAN *MICA= ON SCHD� MU ANCHOR SPACING V MULIPLIMM& SWM SON ON
<br />SCHOML Wt INS MLOW4 WTOW too TOM OP� TO K POSUkL RIDIM SPACM
<br />affwn L04 FA" Swu NO of un FMMM MINSAN smm "wo Im EAP. mow TYPE
<br />go Its SONEDILL
<br />ANCHIIIIII TM
<br />'�
<br />1 I/,!-
<br />Lv
<br />Ile.
<br />We*
<br />Ile,l
<br />W.'s
<br />-
<br />w�e-M
<br />b�-~
<br />Qm�
<br />- .. #ANN wmow O..)
<br />I
<br />I ,
<br />3
<br />3 ,/r
<br />I In
<br />mmkown
<br />.
<br />I ---nT-
<br />I
<br />--
<br />DOMICIL04 =am N
<br />3
<br />1 5 -a-
<br />I - ,;;�-
<br />5 1/1
<br />3 I/r
<br />I
<br />mmum. Mu mmu gA)
<br />FACRIN
<br />� I Y1 I - - -
<br />� "!� ,
<br />
<br />-
<br />- -
<br />� � - ..
<br />--- , -
<br />. -
<br />- - -
<br />-
<br />-
<br />I 'A, -
<br />CA,
<br />-
<br />-
<br />- �
<br />.
<br />- -
<br />-
<br />-
<br />- -
<br />-
<br />-
<br />030
<br />,
<br />- - - - r
<br />iin
<br />611,
<br />t
<br />.-
<br />I—
<br />f
<br />" I
<br />-
<br />.
<br />.
<br />on
<br />--tio
<br />- -- - I - 'le I—- - -
<br />- ---
<br />-
<br />. - - -
<br />-
<br />- 1.10
<br />IN
<br />- . � I
<br />--iiii,
<br />SPACINGS ONLY V" SEE WILE 01 FOR MAX. A.&D.
<br />Ilk MAK. MSW:gM
<br />I- DESIGN LOADS - SPAM " 15 , I
<br />lmmu A
<br />"D. DES" LOAD
<br />U74m
<br />40 PSF OR LESS
<br />V-s"
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />1 5 50 PSF 70 GO PSIT
<br />V-10"
<br />A MAX. P94EL LENGTHS ARE OW VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2' OLC.
<br />1. - , . - . I - . - ---- - W;HOR& (SCE ATM" IS ALTERHATIM ON SHEEFS 13, 14. 1 5 &I 0) ------,---. ,-- . - -
<br />i
<br />R-SA/13, 0-2A/13, R-3A/K R-1111/13. R-211/1136 R-38/14. r MAXI I
<br />+N-IAW/15, R-2AW/15. R-3AW/16. +R-1111101115. 111-20W/15. R-31111111/if. I* MK ;
<br />�-
<br />------ -- --" - L- -1 -- - -- I
<br />; :
<br />�
<br />� i
<br />�
<br />!
<br />.
<br />L/2
<br />I
<br />; I � ,y#-#-zo.l- S4 BOLTS W10. � � I I L 1.
<br />(USE MR PANEL LENDTH I , , . I � : him
<br />t m . � I � 761 1 . � : I I ! PAM Lrmlm
<br />. ; / i (D I �
<br />� REGULAR L PANEL I , I : REG" STORM PANEL I ' I i � W-W 0 +40.0. -40.0 p.&I.
<br />I .
<br />I I . L . I � I I I I I
<br />; � : � , I L I I T " �, " - -1 --- ! - � --- �- (w/ Gomm MID Lima LEMON GMT)
<br />'
<br />� , � -
<br />.0 -------- ---�7�--- - - � --------------- - I
<br />-
<br />� � I UFE-,1 - -pl�`C". , I i I I I 'r-G* 0 +SOA -54.0 p,af
<br />, , i I S, Toom i ; � �
<br />i � � I . . I I : � . : ", . . I � � - . --I- � (W/O "W MR11 PAR& LOOM BOLYJ
<br />,
<br />I
<br />� - I - I ". . ! ' ' 'I , , , , * L ;
<br />I A,
<br />� � , . - ; . - � . : - I - �, USE 2'-V MIN. RA4M UDMTTW
<br />� 1�0� 1/4-0-20.1- : -0- ! � - - -, . I AT ALL MOLOOMM
<br />; ; I ---- :- �1. I - . -
<br />� I I
<br />. 11 I � I
<br />I . -4- 1 AT EA. OVEZIP I : I � I - I I
<br />-,-QV � S.S. BOLTS � I .1 , �
<br />� L - I L � . I . %�, i
<br />- -- -, r- . _ L I I
<br />-1 - -- I i " I . , � - - . - ..
<br />. - I � , - I L 11 I . I .. f S'
<br />. L .
<br />I �, 1� . . . I .1 I I � I f- - . � -- - . '' '' � , - � - I I - , ' - ... ' ' I—- " L" � , L/2 ,
<br />' ,
<br />I
<br />� I I I ; I .
<br />� I , -Ol� I �. I -,Ab.4 ' - " . -,-- . . - ----" , � .... L. "I -- i � . I � I
<br />,
<br />I -,. I -1 � I - , " I ,.- ,- - .. - - . "" . -- - I I ., . � ... � I �. � � I ; 'L --- L 11 �
<br />II . I .. -- -� . I I I ... . ,�, �-- - - I � . 11 I � I - . -7 .� I I � - �
<br />I : I ... ...... �. - [', � ; --- 14- I --- I --- I—- ----- --- � -.1.11 I � I. I
<br />�
<br />I - -fLd
<br />- - - SX S
<br />I fK� .. - , L95AIi1G*,NbqiCLn SAFM �'L f ;
<br />, '. PANEL BOTTOM CM*RS I I 0 � , Le i
<br />i I ,
<br />- I i , '.. � ---- - , -
<br />mm..(��- -- L �1- -,---, " � -- I - . i - I I
<br />L4 -Ilovw. Ap , I
<br />Orw � I � % . I_
<br />- "D NUT �' I-- EXTERIOR [.00 _ WIND NUT AT I t INSIALLATIONS ONLY VALK) FOR WIND
<br />So ma FT a ,t_,,,/RK*n PANEL 3: txr,
<br />� I' WN. ,A7i3.LR2A/13, ft-U/K 13. R-29/13. N-W/14, 1 VIM, I SPEED UP TO I ?a M.P.M. I
<br />� R-IAW/15, R-2AW/15, R-3AW/16. R-1181B/15. 111-21IRS115, R-39W/16. I
<br />-- - " . - - -ANCHORS (SEE SECTIONS & ALTDINXINES ON SHECTS 13, 14, 16 kill) . - - -1 I I I -
<br />i/4- M0. GAP
<br />- i-
<br />I LIFE SAFETY STORM PANEL (1) ELEVATION (t) I
<br />wl SCALE 1/4-.1- , i
<br />�
<br />01 REGULAR 2." , NEC" � i
<br />(M1k Gp~ -IT, I (D
<br />11
<br />-
<br />. Mali SIORM PANEL - C !Lpa Imum W" '. I sroft PANEL 1�
<br />4 I.. 'Aw - --------------- - ,
<br />�- �
<br />/,. I , " - . . ��`�.-- ---.,- ,,i�!! - ----------------- . ........... .. 1. , - � ;;��
<br />WAX W \ A, e % , h-
<br />;7, * , I . . ; "
<br />: 11C - �
<br />,
<br />-1--i- .11 .- � . - - 2 . I I. ...]
<br />I ; 1� .. ,�/. L
<br />. . -
<br />1 : . 7 .. - I
<br />LIFE So PANEL -v* * :
<br />- RTA- -- 1 * j FLORIDA BUILDING CODE (Mom High Velocity Him ca
<br />- %'. A -- I - .am nTm w-
<br />IEXMRIO ;-,.-. ZORII)P. ..- * " GAGE "Lvwm STEEL STORM PANEL .
<br />............ I
<br />'L
<br />- - � mwmm PRmcm Mc. "",
<br />- --- - IECOI
<br />-. .:-L, .= sm, III snw -
<br />'CA, ,/,..,. - Doc rL Sul.
<br />01//' %tAlm - I am ... %-, how tomwe�7"& "A M")No-M? 20-
<br />- - -
<br />�
<br />3 . '"'
<br />I. mlt�
<br />uma2. �
<br />(�) - - - - !---
<br />_q) 7., - . 7.7 7_T - .--------- ---I--------------.!--- i
<br />v . w v v wj u
<br />, �
<br />- , I :
<br />r ---r- F .., I ---- � --- I ------ ! ---- F I --i --- T -[--j-7- -]---T-T
<br />..
<br />I I I �. I I i � .� I : !
<br />i I i I I
<br />I . i -
<br />I 1 � ! I i i I I I � I � i j
<br />� I : ! I I
<br />! i . . L. . I - . - .L .
<br />MAXIMUM A.S.10. DESIGN PRESSURE RATING (p.m.f.) AND . MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANELnl INSTALLATIONS INTO CONCRETE & CONCRETE BLOCX STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAK 44&0�
<br />DES"
<br />PRESSURE
<br />RATING
<br />(Pat)
<br />MUMN ANCHORS SPAM FOR MIN ED. I" SCHEDULE BELOW *
<br />,
<br />9=
<br />=
<br />LDWH
<br />1.
<br />"I"
<br />M". A.SA
<br />DEPON
<br />PRESSURE
<br />RATING
<br />(P.-J)
<br />MKIONILIN ANCHORS VACING MR MIN Ea PER SCHEDULE BELOW *
<br />APPLICABLE
<br />to Secl
<br />&
<br />PANEL
<br />LOOM
<br />IV
<br />%�l
<br />UPCON,
<br />SOUG-my
<br />PANDANKIT
<br />FDA"
<br />ZANX-MALM
<br />MX-'*
<br />CALX
<br />ik
<br />N
<br />SOUO-SET
<br />rEMALE
<br />ID
<br />omc,o�
<br />3k
<br />27
<br />m
<br />to
<br />3k
<br />-a-
<br />I
<br />W&M
<br />-
<br />or THEM
<br />-
<br />1,,�
<br />-
<br />- 90
<br />n
<br />k*
<br />O, '"
<br />"Ga. -611
<br />. TO
<br />76, -75
<br />1
<br />!2:4�;-
<br />ly
<br />13'
<br />*
<br />IS'
<br />-
<br />ir
<br />is,
<br />12'
<br />13M
<br />I
<br />10'
<br />I MP)
<br />
<br />OR
<br />Las
<br />> .75. -75
<br />TO
<br />.111-17"
<br />. .
<br />.
<br />Is-
<br />13*
<br />6 t/2'
<br />Ir
<br />6 th'
<br />7 I/r
<br />5 Iff
<br />� 's"
<br />1 1/2*
<br />1 (W)
<br />V-r
<br />opt
<br />LESS
<br />.
<br />..
<br />1.
<br />11
<br />13*
<br />1 13-
<br />Isr
<br />Ir
<br />*
<br />IS'
<br />'3 3
<br />_
<br />Ir
<br />Ir
<br />_
<br />III*
<br />_13:_
<br />13*
<br />!s_
<br />to
<br />Iw
<br />I-1120170m)
<br />IT
<br />6 1/2'
<br />13*
<br />ir
<br />Ir
<br />e
<br />Ir
<br />I.
<br />to'
<br />7 1/2'
<br />Ir
<br />r .
<br />I (BOTTOM)
<br />-
<br /> F-
<br />73
<br />It*
<br />T 13'
<br />-
<br />is'
<br />'-
<br />Ir
<br />�
<br />'-
<br />13*
<br />-
<br />'
<br />13*
<br />1 r
<br />__
<br />13,
<br />'s.
<br />To'
<br />2 (w)
<br />Ir
<br />S'
<br />is'
<br />10 11r
<br />13' .
<br />8 11r
<br />--.-.
<br />jr
<br />6 J/2"
<br />1 1/2*
<br />5 1/2�
<br />Is-
<br />4 I/a'
<br />3 Cywg
<br />r
<br />I I,
<br />_!3�_
<br />I. ,�
<br />- -
<br />is
<br />� _1�1� _
<br />-
<br />�3]
<br />---
<br />'r
<br />---;-
<br />is
<br /> -
<br />s.
<br />IF
<br />��
<br />--*
<br />�,
<br />to.
<br />to-
<br />,
<br />I r
<br />_
<br />r
<br />Y.-
<br />-1
<br />."
<br />_
<br />13'
<br />6 1/2'
<br />2 010TIOW)l
<br />:1
<br />�-
<br />ir
<br />13'
<br />13,
<br />is,
<br />I
<br />Ir
<br />Ir
<br />IS'
<br />12,
<br />Is-
<br />2,
<br />- ---
<br />3 mm
<br />Ir
<br />.
<br />7.
<br />-
<br />is,
<br />13'
<br />13'
<br />1 V/r
<br />Is'
<br />9 1/2*
<br />) 1/2'
<br />7 1/3*
<br />ir
<br />-
<br />r
<br />-j --
<br />3
<br />. -
<br />-
<br />-
<br />-
<br />5
<br />" I/-
<br />'/2'
<br />'�
<br />-
<br />-
<br />a ,/4-
<br />-j7 ,/.�
<br />3 01017041
<br />-
<br />-
<br />--
<br />1/2'
<br />----
<br />ii I /r
<br />i lji�
<br />L� �l
<br />L-/�:
<br />-
<br />--
<br />i,14-
<br />I/,-
<br />Wi
<br />.
<br />11�-
<br />--
<br />i;-
<br />-
<br />-a-
<br />r
<br />-IF -
<br />1.
<br />I -
<br />S-Yt:
<br />'t
<br />-
<br />r
<br />v -
<br />S'
<br />--- �
<br />4 IA'
<br />-
<br />,-
<br />4
<br />� mp�
<br />'.
<br />- -I;-,
<br />6; ,
<br />,- -.---.-.-
<br />S'
<br />- - :- -
<br />Tiji7
<br />-i;-
<br />ST
<br />-1 sw
<br />S I/2'
<br />- -
<br />- 1�3 -
<br />i7-ii;i
<br />.
<br />-'sF ,
<br />1,r---
<br />-
<br />j 1/2-
<br />- - - -
<br />1.
<br />th �
<br />- ,
<br />I)i
<br />- --
<br />9 1/4-
<br />r
<br />,--
<br />IF-
<br />-- --
<br />is ;
<br />
<br />- -1-3L-
<br />9 1/4'
<br />4' -,
<br />-
<br />- -
<br />- 'F
<br />-
<br />Ji liv�
<br />-
<br />I
<br />!i- I -1r
<br />& 1/4'
<br />2F
<br />�-TR
<br />--io-z
<br />=i-
<br />a ,
<br />- -
<br />--T-47h�
<br />3
<br />T
<br />.
<br />-211' �
<br />-
<br />- _-I -
<br />-6,
<br />...
<br />4 A")
<br />5 (Tor)
<br />1�
<br />".
<br />- ..
<br />--
<br />11'
<br />
<br />8.
<br />-
<br />13*
<br />-
<br /> .
<br />13*
<br />a.
<br />
<br />Is-
<br />-
<br />-
<br />---
<br />is,
<br />S�--
<br />r
<br />,
<br />- ' .-
<br />-
<br />I , �-
<br />or
<br />'.
<br /> . �
<br />i3-
<br />3'
<br />S,
<br />lk
<br />-
<br />-- -
<br />Ii
<br />'.
<br />-W-
<br />. I�
<br />_
<br />13*
<br />---
<br />Is"
<br />-
<br />I --
<br />- ir
<br />I——
<br />4 (BOTTOM)
<br />I-,--- -
<br />,-
<br />
<br />Is,
<br />I——
<br />13'
<br />- -
<br />:
<br />_
<br />it'
<br />�
<br />it-
<br />-
<br />-
<br />
<br />I r
<br />- __
<br />W
<br />--
<br />IS 1/4"�
<br />, -- "
<br />136
<br />
<br />13-
<br />
<br />6 I11V
<br />-------7
<br />IT
<br /> --
<br />1 ----iF
<br />- i
<br />0 TIC
<br />,
<br />-T - - - - - -
<br />is
<br />__
<br />-i-
<br />- -
<br />is
<br />_
<br />
<br />,
<br />.
<br />Is-
<br />12-
<br />10*
<br />*
<br />5 MOTTOM)
<br />, - ---
<br />!
<br />'i�
<br />--,-;;-
<br />-ii
<br />- -- -
<br />-
<br />J.
<br /> -
<br />-
<br />IF
<br />-�r
<br />--
<br />5 1 4
<br />IF-1/2;
<br />-
<br />0 1 4
<br />--&--i
<br />- -- -
<br />4 1 4
<br />�. I;i�'i
<br /> --
<br />-7 1/2.
<br />?
<br />.--.--
<br />t -
<br />r;,
<br />T7
<br />--- -
<br />S vIr
<br /> .
<br />-
<br />ir
<br />--
<br />Ir
<br />
<br />a 1/4-.
<br />a"
<br />"Z-W
<br />,iF
<br />--
<br />a 4/4-
<br />5 mm"Imm)
<br />i - -
<br />i-
<br />---
<br />a coom-).
<br />-� -
<br />;F-
<br />- ;�-
<br />6 i/4"
<br />I
<br />13- �
<br />_
<br />-
<br />, _
<br />
<br />'.
<br />
<br />_
<br />-
<br />- -7---
<br />Ii.
<br />Ir
<br />
<br />-
<br /> -
<br />-
<br />.
<br />I /,,
<br />4
<br />-!-O�-
<br />0 1/4'.4
<br />-(MO)--
<br />(9011[�- I
<br />7 1/2'
<br />Ir
<br />ir_
<br />IN'
<br />lor
<br />ir
<br />.
<br />to,
<br />,
<br />,I'
<br />I.
<br />Ir
<br />I 1/2'
<br />1 (W)
<br />�5,-S`
<br />To
<br />"-r
<br />I
<br />51
<br />tr
<br />I* I-
<br />-
<br />6 'Ir
<br />. 13,
<br />a W
<br />1 11r
<br />11/1�
<br />tr
<br />4 1/2-1,
<br />(TOP)
<br />" .-S.
<br />To
<br />r-S,
<br />---- I
<br />__jj�_
<br />13'
<br />7 Ijr
<br />13*
<br />13*
<br />jr
<br />10 1/2*
<br />13'
<br />10 1/2'11
<br />11r
<br />-
<br />A'
<br />13'
<br />Ir
<br />-
<br />I (N"Ou)
<br />-
<br />-Ir
<br />ir
<br />13'
<br />- ...
<br />- -
<br />-2L.
<br />-2:3-
<br />-
<br />6 1/2*
<br />_Y
<br />r----9�-ii:_,
<br />_r_.
<br />- .
<br />is-
<br />-!:L,!��/212---
<br />- -L;E.-
<br />72 1/2-12
<br />I-
<br />ir
<br />1K
<br />- -
<br />I1r
<br />-
<br />5 1/2'
<br />Ir
<br />ir
<br />3'
<br />, -14:.-
<br />-iA!
<br />It 1/4-
<br />--
<br />7-
<br />I.
<br />6 t/2'
<br />!I/V--L-!,-L-!2-E--.---..-.-,-,----...
<br />i-11Pn
<br />6 I
<br />--.L,:,
<br />3 1/2-
<br />13'
<br />Is'
<br />r
<br />- lr-B�'Tlo
<br />I Ir
<br />or
<br />'.
<br />
<br />0 i/r
<br />Ir
<br />ill C4
<br />4'
<br />-lo:711T
<br />7 1/2'
<br />1/2"
<br />1/2-
<br /> - -
<br />--
<br />4 Vi�
<br />5 t1r
<br />
<br />7 1/2'
<br />7 112-
<br />-
<br />I- -
<br />3-
<br />,3*
<br />-J-
<br />I r
<br />-
<br />13'
<br />Is-
<br />0 ,/4*
<br />-- -
<br />6 I1r
<br />I,
<br />4 I/r
<br />---
<br />0 112'
<br />. Ir
<br />6 1/0
<br />"
<br />2 1/2'
<br />I WT"
<br />2 M
<br />.- -
<br />2 (BOTTOM)
<br />M'M-
<br />3 (BOTTOM)
<br />4 Owl
<br />---
<br />I.I.
<br />�-w
<br />Ir
<br />TF,
<br />-W-,`Iw--
<br />-
<br />".
<br />.
<br />1!�.
<br />-
<br />11'
<br />13'
<br />9 t/2"
<br />2 (TOP)
<br />13'
<br />7 1/2*
<br />ir
<br />is*
<br />III-
<br />10 1/2-
<br />7k-
<br />
<br />IQ Ili
<br />11 1/2-
<br />__t:
<br />1;�--
<br />K
<br />!-W-71�9
<br />� ... 13 __It
<br />�
<br />__��;�
<br />-
<br />3
<br />__!__:_
<br />it i/z-
<br />-
<br />jj�
<br />it i/r
<br />-- �
<br />13*
<br />-----7
<br />--- 7-
<br />r
<br />T�iqi
<br />10 1/2'
<br />1/4-12
<br />-;;' --
<br />IS-
<br />1/2'
<br />IDI/I'IS�L2'
<br />6 I/.-
<br />--
<br />�
<br />_
<br />.
<br />1
<br />--!�-
<br />6-
<br />-
<br />-
<br />.-
<br />731
<br />F
<br />j-1j4
<br />-'- --"
<br />r
<br />-
<br />i'l*/F
<br />-
<br />j (TOP)
<br />-�
<br />ji tiiiij
<br />7 1/2'
<br />----.-I-----
<br />��
<br />- T
<br />3 1,5�
<br />--IF-'
<br />ll.
<br />-
<br />$�
<br />.
<br />.
<br />i-i��
<br />-
<br />'.
<br />
<br />--
<br />I -
<br />11'
<br />-,-- �
<br />I.
<br />; llr
<br />S'
<br />'1/2
<br />7�
<br />-
<br />S;
<br />�1'66;--
<br />)
<br />...-.-
<br />--
<br />a'
<br />j --
<br />-
<br />r
<br />-
<br />- r
<br />-
<br />I (BOTTOM),
<br />L
<br />r_�:-
<br />-!L
<br />3:
<br />-
<br />- -ii;
<br />6 I ,
<br />, 'Ir
<br />- -
<br />I i�, I
<br />-
<br />-7--
<br />1.
<br />- --
<br />-
<br />-
<br />--
<br />r
<br />--
<br />-
<br />-
<br />5 I/r
<br />-
<br />-
<br />---.-.-,--
<br />. 71
<br />-1
<br />- .
<br />-w
<br />, ,
<br />---
<br />Ir
<br />7 1/2*
<br />0'
<br />"
<br />10 1/2'
<br />13-
<br />10 1/2
<br />-
<br />11
<br />- - 91
<br />
<br />.
<br />
<br />11
<br />13,
<br />I.
<br />1 GWI
<br />7 llr
<br />7
<br />F�;-
<br />6�0-
<br />.
<br />)
<br />-
<br />�:
<br />_L3�_!3L
<br />Is-
<br />_ __
<br />- I/.
<br />!!-
<br />�i-
<br />9-
<br />r -L�:,
<br />Is-
<br />7-
<br />-
<br />5(
<br />_j_ __
<br />ir
<br />--
<br />- --
<br />-3�
<br />Is-
<br />1 13-
<br />I
<br />�
<br />.
<br />9 I -
<br />_
<br />-IT
<br />T
<br />I r
<br />1:
<br />to 1/2
<br />,�
<br />Q
<br />7 1 Ir
<br />I r
<br /> .
<br />; (BOTTOM)
<br />-
<br />[. A
<br />-iL-Illrl
<br />IT
<br />!IT12r
<br /> -4-
<br />I .
<br />I
<br />--
<br />10 1/2
<br />0
<br />1 r
<br />0 ,/2-1,
<br />I/rj
<br />or-
<br />-
<br />I r
<br />7.
<br />(TOP)
<br />.. -
<br />I .
<br />..
<br />--...---
<br />v
<br />I
<br />=3;
<br />-
<br />T3;
<br />I 1/2.
<br />--
<br />_ 1
<br />.--
<br />,I,,
<br />----
<br />"
<br />... _
<br />, I
<br />I/
<br />_
<br />I *
<br />4 1/2*
<br />POP)
<br />-
<br />-
<br />1 -
<br />-
<br />6 114,
<br />6 I a -
<br />.
<br />.
<br />a 1/4.
<br />-
<br />-
<br />-
<br />-
<br />I -
<br />�& It4 -16
<br />1/4-6
<br />(Pon-)
<br />-
<br />. -
<br />-
<br />9 1/4'16
<br />'16
<br />I W
<br />I W
<br />6 I --
<br />I t/-'
<br />/,
<br />-
<br />-
<br />-
<br />_
<br />-
<br />-
<br />0 '14
<br />-
<br />0 1/4-
<br />(I'm .)
<br />SAIL ow 1. no tmmm TY" 0 w0cm Km OWAWWO^ wo can M" VAN=
<br />. WOkM ANCHOR OVAINGS OW WMN WK UIPANGE ARIL 010104113) ON THE SOMMU, 110 LtI
<br />Las THINO go=Rwa in sm� KNICE AWM OVA= V 6"7vLw4 21010411 94DW ON
<br />SC -lb" w THIT FOLLOOM FA�� FOR M OPOIXTION TO IS P�M MMM SPAM
<br />OlfJWQD VIM FACTOR SIVILL NOT K LED Ii MNKW 94KO MOCAIM MR EACH ANOMON rNP1
<br />Do 204GL%L
<br />1/4*!�.
<br />1/4*.
<br />1 1 4
<br />1 4
<br />1/4.,
<br />ola.
<br />ANCHN m
<br />.1. _I
<br />Uftm
<br />saml-wo,
<br />. ,
<br />I .
<br />-,
<br />,mam;
<br />ww,w
<br />womem mom witiam (h)
<br />3
<br />I
<br />-ttwLk
<br />l
<br />2 'm
<br />a '/I
<br />woomm - im .)�� �
<br />-3 -
<br />;�-
<br />7- L-L
<br />- --
<br />I
<br />"PAMOSA ��- 0-1
<br />,
<br />I
<br />.LL1!L-
<br />I Ifr
<br />� ----- -
<br />;----
<br />Am" m 011111INCIt (EA)
<br />- FACTION
<br />I
<br />I
<br />-- Yr - -
<br />- a JIM
<br />- -
<br />--
<br />I --T
<br />-
<br />� ,
<br />-
<br />-
<br />.... �
<br />-
<br />. - 1�11�zr- -
<br />ai,
<br />" ..
<br />
<br />-
<br />1 - -
<br />- I
<br />. - -
<br />Loa
<br />3
<br />"
<br />611
<br />I
<br />1, .
<br />-1.0 .1
<br />I.w -
<br />-
<br /> � -- --
<br />"i �
<br />. -
<br />--"Ma
<br />--- � -
<br />. - ---J, 1
<br />-�
<br />,00 -
<br />-
<br />`�m
<br />- " 11 .
<br />ONLY VILI
<br />IV
<br />ISPACINGS
<br />Im. I. . .. ==? "Sn'sla VIS SIMM
<br />I
<br />1/4-0 IA"---- -
<br />=W-�-
<br />ANCHOR 0 9 D.C. I
<br />, - , .
<br />,.,
<br />Ge
<br />CONCRETE KOCA
<br />REQUIRED.
<br />, � ,
<br />.
<br />1.
<br />:1 ,
<br />1
<br />:"
<br />-4)
<br />I ,
<br />I -- -
<br />. L-- , .
<br />. "
<br />,.1. I 1/4*
<br />�1 -1.
<br />. -11�
<br />,
<br />...
<br />,�
<br />- - - --
<br />t
<br />Cc'.* �'... 1, "
<br />. , ..
<br />: �
<br />, ........... . . . . . .
<br />......... %% . . . . . . . . . .....
<br />- - -
<br />�'-131
<br />:
<br />I
<br />. .1�2`
<br />.1
<br />" :
<br />'A �
<br />..
<br />I
<br />$a
<br />Sho
<br />Won,
<br />'am 0
<br />:
<br />4 ,
<br />I
<br />- -
<br />� . , VI' I - i - I
<br />"VOL
<br />Im Y-n
<br />UKIF
<br />At A
<br />-
<br />A.&D. DEWN LOAD
<br />V1AXWUIM PMIEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-W
<br />> 40 PSF To 5D PSF
<br />- -
<br />6'-2-
<br />> 50 PSF TO 60 PSIT
<br />-
<br />5*-IV
<br />A VAX. PANEL LENGTHS ARE ONkV VAUD FOR INSTALLATIONS
<br />ill/ SOLID SET ANCHORS & W1 eq SPACER AT 12 1/2' O.C,
<br />INSTALLABON DETAILS
<br />1/4-0 TAK,
<br />ANCHOR a .1-o-.-C.7 , -9-'Z,m'
<br />/ I CONCRETE BLOCK
<br />, RINIUNINED.
<br />�
<br />" ,
<br />FOR LIFE SAFETY PANEL Cl)
<br />1/4-0 IAKON- - R=WWIED
<br />NICHOR 0 I' D.C. Go
<br />"' CONCREIT BLOCK
<br />- , REOUJIMICID.
<br />I
<br />11
<br />, .
<br />"
<br />I
<br />'' ni
<br />,
<br />�,
<br />"
<br />I - -A �.I . .
<br />I
<br />I
<br />1� - I ; 20
<br />I-
<br />11
<br />j A-.!�- , -
<br />I 'L* ".
<br />PANEL LOOM
<br />(SEE VXVAIIOk
<br />ON SHEET 121
<br />I -
<br />,�, I-, .
<br />,�,
<br />,�,11. ..
<br />�, : -�'11:?
<br />�,l . �?.?�
<br />,
<br />` 1!��,�1111 r
<br />.. , ,r, ,,
<br />�11
<br />, �,,
<br />�, v-,
<br />". i :
<br />�`% "�, ,,
<br />. �,
<br />, . 11 ,,,
<br />1. , ,
<br />� �
<br />' ,
<br />: , � .
<br />I , . I
<br />0
<br />,
<br />,
<br />,
<br />,
<br />,
<br />, �
<br />�
<br />CD 0 �
<br />�
<br />�
<br />i
<br />i
<br />: - " i
<br />I � I 0 a vy
<br />I
<br />I
<br />im : " :
<br />11,
<br />Jli� 4. ; " � "
<br />. . . �- I . , f
<br />, ,�,"
<br />,
<br />:::
<br />-
<br />4
<br />-,
<br />1
<br />L/4-0 TAPCONO
<br />ANCHOR a 91 O.C.
<br />I Existrim; POURED COWAM oft
<br />. CONCRETE VLOCK REOURM.
<br />SECIM JR-1
<br />0 REGULAR PANELS
<br />WAL�MTINW
<br />1.
<br />Cl) �
<br />�11'1).rj�v I
<br />�
<br />- I 1, Mo.
<br />6" PANEL LEMON
<br />(SCE mx^llom
<br />iON SW41 12)
<br />I
<br />Iffl-A, (�)
<br />: � . 1/4'0 TAPODN
<br />AWROR 0 @I OC.
<br />I
<br />:_ POURED CONCRETE OR
<br />=01 BLOM ItEQkMU,
<br />0 A1*"ANIEL
<br />Coo
<br />.
<br />" min
<br />-SEPARATO
<br />10 GLASS.
<br />""a TAP��' d.e 4 g=,�'.'
<br />?&,Qum,
<br />TL - , - I-,- lI'l "i "CRETE "'"
<br />" t 1/2* . .. -
<br />;
<br />I - - . 11 "I.,
<br />,
<br />,
<br />1%
<br />�
<br />�-
<br />I CID, * ;1
<br />. � I
<br />:
<br />i
<br />�
<br />I �',��".
<br />, ,
<br />;o ,
<br />; % 112 I
<br />"I
<br />, .
<br />- (1) -
<br />:
<br />0 1 W,
<br />t
<br />. r �
<br />-M.* 9-mr =
<br />V1. -.--
<br />WILN a GLASS
<br />�
<br />4
<br />a IN 0411; �
<br />i
<br />4 -,
<br />an FOR A*dL .
<br />I
<br />� am r-,n :
<br />!
<br />4 0
<br />I I
<br />4 "L' MW #
<br />;
<br />PANEL Loom" I
<br />I I
<br />, (SEE V-0411001 ;
<br />I
<br />I
<br />ON SHM 12) .1
<br />:
<br />IT
<br />;
<br />. -
<br />IF -----
<br />I
<br /> 10
<br />I
<br />L/
<br />It
<br />I ,
<br />�
<br />, 15)
<br /> � - I
<br />1
<br />i
<br />- (D
<br />I
<br />d --
<br />,,---
<br />". .0
<br />, , I �
<br />..A ,
<br />'a
<br />. :
<br />i t
<br />I
<br />I
<br />(
<br />'L' WAX.
<br />I
<br />I
<br />6" PANE LENGTH
<br />`ELEVATION
<br />I I
<br />(SEE
<br />I
<br />ON SHEET 121
<br />I
<br />1
<br />:
<br />1
<br />I
<br />-
<br />I
<br />I
<br />� - cv,
<br />: I 1.
<br />I EDA � t"Ie" . I j CDA �, ' I
<br />. � ;11
<br />,., .
<br />I ED I I - I I. ED I � 1. I.i.. t
<br />I E-1 U .
<br />i, w -Z .. -fil wvw..
<br />me, . Smill
<br />11,Ro, , -1 .
<br />oil III 13 71..
<br />I � I , ), . '
<br />'
<br />.. . '
<br />.1 "
<br />; j/4'4 IAPCON , , 4-0 TAPCON
<br />� ANCHOR a III D.C. __ "/ a r O.C�
<br />,�� :
<br />,UGCD CONCRETE OR � EXIST11140 POURED CONCRETE OR
<br />K REOUIRED CONCRETE BLOCK RCOUIRED
<br />SECnQHJL--2A
<br />a Wrduaw-pmm 0 LIVOI112MNEL
<br />WALL UQUfffINGS
<br />4. SCALE 3/8-1-
<br />0002"Ite"'..
<br />SOL mom IS & is POR AMCHM
<br />ANCHOR Irm
<br />- !14*w
<br />rvK & 0P#4mG FOR WSVUAM4 em
<br />up"
<br />wm nbum &ALD04M
<br />W^" ANCHOR SPIC.11416 NO MI"
<br />Wftw Nam" somme D.)
<br />3
<br />.
<br />"= O,-10
<br />3
<br />O" c000`* on,
<br />2CIR04AL MR III =W.X,m
<br />ON SCHM" mmm memo SPACING
<br />o� mao w
<br />a
<br />In MULTIPLYING SPAM VON UP
<br />SCHEDULE Wt THE FOLLO"oo FACIOK
<br />AMK OK � so
<br />now
<br />/2-
<br />I .-- -
<br />an
<br />IN TM OPOVIM TO IN OCSSIKL
<br />IWOUDED VACM MANED USING
<br />fACM SWAI NO K LM ThM4
<br />. - - - J'T
<br />�
<br />or
<br />1 I
<br />MM" PACING MiCAltD FOR rACN
<br />ANCHOR TVK 00 THIS ScHalux
<br />r
<br />I I - - " � - .
<br />Ile
<br />.
<br />I __
<br />_ 3 Ill.
<br />- -
<br />--
<br />-*-a
<br />a)
<br />a)
<br />=
<br />(n
<br />-0
<br />-Cu
<br />>w
<br />a)
<br />r-
<br />.*.-#
<br />=
<br />2
<br />CD
<br />2
<br />C:).
<br />-'
<br />C
<br />-0
<br />C
<br />Cu
<br />-0
<br />a-
<br />-
<br />-
<br />.m
<br />-I.-
<br />0
<br />a)
<br />.6-0
<br />co
<br />-2
<br />C
<br />(D
<br />-0
<br />0
<br />'D
<br />-a
<br />C
<br />0
<br />2
<br />25.
<br />-2
<br />q
<br />-a
<br />0
<br />a)
<br />?..
<br />C
<br />a
<br />.0
<br />u-
<br />m
<br />0
<br />-0
<br />CC
<br />,L*-
<br />0
<br />Cu
<br />>,
<br />- Ln
<br />Cn
<br />a)
<br />E
<br />L-
<br />.2
<br />CL
<br />2
<br />.
<br />=
<br />�-
<br />(n
<br />.6
<br />40-
<br />. K-
<br />2
<br />Cn
<br />8.
<br /><
<br />L�
<br />4
<br />z
<br />z
<br />w
<br />mi
<br />4W2
<br />"'�
<br />C%i
<br />C=
<br />C.%j
<br />I
<br />In
<br />C%4
<br />--
<br />-7"
<br />C= .=
<br />-
<br />-ax 0)
<br />7.
<br />x 0
<br />I
<br />,
<br />CS.
<br />C=
<br />C=
<br />6 CL.
<br />C.-A
<br />= M
<br />C-4
<br />MW
<br />CIO ne:
<br />-; =
<br />LA- a -
<br />.!a -
<br />-
<br />= -
<br />� I
<br />0
<br />-ice W
<br />Z
<br />C.4 -
<br />�M:
<br />x a
<br />2 w
<br />IS) -,
<br />� =
<br />
<br />5. C
<br />W C
<br />f-
<br />-I-- =
<br />- .1
<br />.-
<br />=
<br />-
<br />%
<br />op -=
<br />= -
<br />�
<br />0 W
<br />= =
<br />��
<br />I
<br />T ::-
<br />-a .=
<br />E
<br />0
<br />w
<br />-
<br />I =
<br />iNsTALLATioN DETAiLs Fog LiFE sAFETY PiRLT
<br />INSTALLATION DETAILS FOR UFE SAFETY PANELni INSTALLATION DETAILS FOR LIFE SAFETY PANEL(J-) INTO WOOD STRUCTURES
<br />� INTO WOOD STRUCTURES �
<br />- I'-- I 11 'T.1- IT7 -- - ,,"- .i � , I � ?.� - -, : . �- , ;. 1 - . .
<br />1�. I � I I �,, . ; I � 1� " � '. 1, - , - ,- .. � 1. 11
<br />"I . Ii . I , , � � � -1 "; '� I - ". I . �; ..
<br />- . . - - , � . - , � I
<br />I . � I . - , - , , ,. - I I 1
<br />1/4'0 TAPOON- , . - ;�� r -L . I I..� . '. , , i �, 11 � 11 1, --- 1,�
<br />""I, Tk-.-".r ... - mmr.olco &4cwm 0 9* OC . -9=9r.*`G I . .... 11 . . WONDER I I � -- � Ir HEADER , I - - I ,
<br />; rONCRETE BILOCK �11. I ' `� i 1 oulow I I I F - - ,, ", . I I . . - . � - "
<br />I i � - I .� 11� . I � , I
<br />I I L , I.. . I �
<br />i wroum� :�;; R[OLMD. "I . ?? I , I I - -1 - � - , 1. ---T1 t I I -- I va,wilm" � 1. - I v
<br />CONCRETE BLOCK , - -=40" -.1 ow"11) � CZA'" �
<br />: . I vw � ; � a', - � : - - I
<br />'i , OLWIVOCIR Cn
<br />; '� ' r I I - - . I., I � -6-0
<br />�, ,r I 1/4-* TAPF4n . , 14 a TAPOON .L I - ;, ( -� - ; TAPCGV '. - --'I I .,�
<br />� I -,�� ; [4, " . �. I ,� �� I i -� 4 14 , ric 11 fl 4 .,;=Oc \ j i t � T-�� i, " (D
<br />- * 02 �, � I / ,� , -tMA' to I U, j, . , I � It 49 ell I I , I . I I =GR 0 I* ox. I", ?" I rl t, - I L I I'� �t - g D.C.
<br />, � � ,
<br />� - I'll ---- I . 1 20 1 11 .I,.., - 11 I � I � r' I T . " 11 . � I i� , I "rl " ) �1 Z, � q, , j - 04. 11 I , ), l��
<br />I J�; 11 L. CD a)
<br />I/C . 1 1/4, " I I I , , , ,,� , t .", . � I � I � , I I, 1 .
<br />I . . . . . � . I a 02 , � , ; I -(I) I I i (4) . � " - 4) 11 , , 1. � I -
<br />.1 I �, )IIIII4, - 1�1; WIIL � L I . . , , , 1 � I k q) "I L i 4) -9-
<br />- .
<br />�. 11 I . � , � .0 we�sk � -"/2 ., .1 I
<br />- I I I I ,e 010,01011 J .. -Gffi*�a = a. I I � ,Q moiillm � �� y, � !� - . I � J I
<br />�� �,,� 1/2- il/4* . . .,- - . ,�, .,.- 1/4- 1 1/4' A .4 W�� ;
<br />I'D.* ;� E D.- ,J� � � , j � MAX '.1 . , � � I - 1/4 1 . j I . I I I . 411, .
<br />��'�', . , I - - .- .'. , . , I , , , , . / , I -- ----I . "I I'll - � -- � ... 1/2' 1/4 .. 11/4
<br />, 11 ' "n' - - - ---I . i. 1, �� ". I . .
<br />1�1 I I , I !,I , I ! ' �: , . kw.. . - ler,�- -- - ,
<br />, 11 : , i
<br />,. ?;. _ "BIB&BI-1111' U)
<br />, : . 2 21 11 . " I . . . _ I I
<br />.� � ,,,, :..'� I � , L k�L'1", I , k, , I , , k;,, m ; -011-0
<br />" , I , �-'� . , MI, i�,' I � , . 2 1 1 1 1
<br />&�1.111 I .;, 1 � he I . L I I . . w �I : I . I � I . r, i�
<br />�� �� ,,, , I I . .
<br />. I I L CI) . I 1 . ; . _L I I -- I( I v� i I " - . I . I �
<br />I (a) R` . I" I I I "I L � i i I I I I'll I i �
<br />I #--S[PAmIjw . I - : - I j q � . . I
<br />0 TO OLASII� �� i ,4@ 1 4 - I =3 CC
<br />10 GE-1� I LXL � I I i
<br />I I"-- ,�j I . .&P L I IT 1 CI'l ;.�. I i
<br />EX 11 , .. . a LL I. �_ ; i �-N:�v i 11 � >
<br />I i /I . a i I I
<br />.1w.." , M, 3�0 1 8 , a 1 '6 1
<br />V.:"M&��4�,`-i�' : � I
<br />CLAM I 4 I � I 01 I I 77; �1- * � , IQ�Ala.,.
<br />11 .. 1�1 No ClISTLIS., I I zt,,10.11 I I I", � I - - 11 " ! ,� -�; ; N
<br />I mm .:'r-w) I I I - < . Y. xv I I �-.-!:-A =,j , I EX IIL ,A ,�, ; .-ew.m..wffl � 0
<br />.. I I Bq. 11 at �L av g...%4 L,), .."I . I . - 11 C.Zp
<br />�, r-2 . I - =11 i . -0 "., I '. I CLASS q N I I-
<br />'L, Va.. I - - - I ci� IT %.=1..,, I I I I t i , Mon E�15 I
<br />" �
<br />I / � 0 ,L* MAX IN i ! I ,r 1, .� = GLASS i
<br />I I I I , ; 1L* Mo. 11 I �, i I ; I I 11.1 VA. I I "." I t 0-
<br />I -AW1 LCNGTH I I ISCE ELEVATION IL- - . I - 11 - PANEL LE14M I .. 11 L I I 11 `L" MAXL
<br />*L* " - -.1 �LL ' - ' - - -, - v uVX- PANEL LENGTH " I , " *L* "X. LL - . I I.
<br />% . I (SEE ELEVATION ,. = PA14EL LEVOT"
<br />" I . Cl) � ON SHEET 12) 01 I am SHEET 12) In IPAM[ LENGTH 4
<br />"L, - ' L -- � '0 - -f ' (SEE ELCIATION, : , 0 0 1 1 - - --- ':- S` It ,
<br />I I
<br />I : - - ON SHEET 12) - 11 I (SEE armil" : - ---l"' -- � '
<br />I* kv. I ON &4w It) - .7 . j . ,',,,a a � I � I : PANEL UENGIH . 0-
<br />I 1-1, gLtmmw . 1. �m " - (SEE L a (SEE ELEVATION
<br />A TO GLASS 04M 12) EX"'Ok I ! . , ELEVATION
<br /> - I ON SHEET t2) I SHUT 12) i ON SHEET 12)
<br />' I I 0 - (SEE i I I 0 ` - - � " 11 . ON I . . - I
<br />,-�X;6� - ; - - , - '- I I- L - - "' L � i
<br />I I t�w J--rr --t - I " "'"CL ",4," 11 i ON 0 --- - 01 � ` .1 r U)
<br />� I . --..-- F - I 11 I' V- I � . , �� - �-- I—- 'LL u- --f - - I I
<br />. - - 11.1 -.--- . IA-- � I ! 0 1 <
<br />�, -111, : ' - '", r W., I I . * , R-L SWAIIATION I : �- I- Vl� : � 1' L I � � �
<br />� - r --- SEPARKION - 9 TO GLASI 0 - (1) it I* wn.
<br />, ,,, L/2 -`�� ".� ."�; ' - 01 L/2 '. 1110" - : (D 14 4) i 1 - - -6-0
<br />. - -( ,� "L j'�,,�""'f'� j -- . ' I
<br />� , : �,' i D , % q) N TO GLASS. I a 0 1 :_S,�= L . SEPARATION : . I .
<br />� . , �11'�A I r 1 I 1 1 or � '. I TO GLASS� 11 01 ! .. - I (5) I
<br />: ?� I L ; (1) I. To CAMS 01ROPARATION,
<br />i , F i 1-0 p : L/I : IT 9 I I. 0
<br />owpa 0 �, � 1;i. �,�,��`, ! � . :. -1@ i MI. I L: . : I I 7-trL _- I
<br />�,". I" COST" ", L�, - 4 0 'I 'ff � i A� 1. ta Is ,/r . - , ; L", I.T. it- ---- - --- I .- lu (D
<br />, ,�� '! I , ; r I Q. , � , . � , I � - - I
<br />OOMORETIF OR I L 9WW", ,,";�, ' , �, L - ,J - I d . . t t I 0 . L =
<br />CONCRETE 81.001 - Q& 04 - I 1
<br />CONCRETE 0 1 @ ED' L 71 �0 1. - 71 � I � I oil
<br />Suvroc REQUIRED. � ,� I , .. . � I r2 I eaurm P .�
<br />REOURM ,�, OW-M ; I � - ; I . -0
<br />. - -- - I -��, I .- i - . W:6-tla " - I.. 1 - . I � - �
<br />: .. ; � I , . 112 JL ", �'I -� - .0'*I r � I ' ' k �" v- -.-''---L i 7 7 -- - C:
<br />I . 9 L .. 6. " " -"�
<br />*.. - I I .. I 1,; I �.". L .1 . � I I .- C! � ! -- I I I
<br />L � �, f . ! � � , , i �, : ! 4 0 m 1/2- - I -
<br />r'. � I I , i � � � __ ,,4 � MIS . , "' -1 = "', 1 ---I,*", I i 1-1 . - I f - -1 -7-, 0
<br />.11, I .. - I - � - 4 � � I
<br />" ;; .. ,,, , : I I , I . 2'.4 � I L � 1 ! V, k ,- I .1 I : I , ; I ; 1110-
<br />�!�.,�; �, L � , , ! (4D � � .. ,� - 4) PIAI*1 Ma - " - I . I , , � ;(.I'*. L 7� ,
<br />.;: � '�� � , �i ol"M W., VGGQ L" !� 27.4- WOQQ I
<br />. . i , , , . � � I ; 11 0 17 'A 2'.4* ; --! ", �� �, __ " �1, I I I 1�
<br />I : � ��p 1! I I 1 11411, TAPOOk REQUO" L - IXPCON ;Z�; .m, L,: � P ! I WDOO, I 1
<br />1/4*0 PANFIALATE P,,.,.l � I." � "40 TAZON , � 1. I t �. . : , � L � PLATE , . ,
<br />;, '- O r D.C. �111� - I -SAC 9
<br />�t. - , - - I : � KATE 1, ��! m Q-
<br />a EMMILS ANCHOR (BEYOND) a jmk&L : . � �, � I AOCEREQ W/ STUO I ! I I I L " STUD L I i I I I , , -=OR a #" 0 C REQUIRED L/C4 '.NTAPCork 0 C RIEWRED L, I " I . I luNCLUXTE REQUIRED . : I
<br />: ''. . �i WOCC, . ! � � , . . I I -�-q ANCHOR 0 12 1/2' O�C . � ANCHOR 6 12 1/2" O.0
<br />WAU MQUIMILM � I L � - u; WOOD : , i - �� -11 I-0; . I "I � � . I I . . L ; . ! �
<br />"
<br />WE IMIDITS 15 A, I WK & WRONG ton SCALE 319-1- .11 . - �- - I - � .. ItEoum - ',,� � I ur_],. REOUIRUD I . . . I J I . I : i ] .. I I � � I
<br />, I
<br />.
<br />I Me AW"I'S I � . � . - il I BE (n
<br />16OUAICAO MO OWA= TA=.Q` 'I . .. - [" � . 1i - - .. - . .� . �]
<br />"/-* =2 Tt/; O,C SPACOM IA"D VOWA"A"N � � I , I , 11 0 *O.C. , , '':: � � � " * � I I 1/4-0 P PLUS � I I � � �� �jj L Ila& PANCIAWT PLUS 0 a)
<br />..... .C.I. Voc"MIM" 11�1 -, , I ,
<br />AK WO1XTTD ON INS SCHIOULL rM C0 " THAN 3
<br />IMPICAIM 01 low*" KK*E 091400t SPWM by " Cu
<br />""4.YM poem *00 ON 110HOAU r Tw flaff Ig
<br />FOU, fACMft MR THIS OPERATION TO K POSSW� AffiNhj1)%. IL-23W LPANFI % KINMR-FAIME1
<br />Pool, M= a u
<br />RIOUGES SwOoll OWWM tdwC FACTOR SIVILL NOT K - ww" &m & LIFE VMS v WNAN a SA= PANEL '01.10.1"', L. m
<br />un Ilow MPAWM vochol -="ED "m rACH "No -.H# 4
<br />Twe ON no 90wallut 00601 ,,#,#,% % A. TIQ -%,
<br />.004 I\ T1, . WAU MOUNTIM WALL MIXINTINGS WOUNTINGS /P
<br />0..,:...� SCALE 3/6-1' A. T SCALE 3/8-1- 3/8-1- Iiii 4%!�
<br />- iP� - � 1/04 ,r_ .... "SCALE ...
<br />oom m 041190" 0 . - ..., .1 = uj
<br />UPM -j . $E j;p .. 4 ....... ...,.. : ..
<br />I , : . cans, Zone) .. . - No. 44157 '. I High Velocity Nu one Zone)
<br />ON" AM" &me w . -- I . . - IFLORIDA BUILDING CODE (Non Wgh Velocity NU - i� . FLORIDA BUILDING CODE (Mom Nligh Velocity mur cons Zone) . FLORIDA BUILDING CODE (Non m
<br />00 3 3 a : - F�. .1 . -am �um M. ,.P. Ill :
<br />'"""a"'o" r*;mi!mwow-T-s7/-3 I * i. Ill, , * esm 'knm ac 24 GAGE GALVANIZED STEEL STORM PANEL . 2A GAIX GALVANIZED STEEL STORM PANEL * : W
<br />Volao cAMQ . WAA or 1. INSTALLATION ARE ONLY VAUD FOR A,S.O. ,44167 % I *. . om %=. ac F.a.
<br />. DESIGN : ONAW 61, 11 24 GAGE GALVANIZED STEEL STORM PANEL <
<br />1' STATE I - * : * * , -:I 1. INSTALLAMN ARE ONLY VAUD FOR MAX. A.S.O. %. STATE OF ...` oft- w
<br />- SSURE RATINGS AS ;. ----- CLOM MTECWN PROMM UC. m. DESIGN PRESSURE RATINGS (pe,f) AND PANEL . z
<br />jam m WE= \ &,,.. , �� PRE AND PANEL LENGTHS . olm/mem, GLOM MTECT om
<br />/2- IILIECO.mc. CLORAL MTE" IAIL ELEVATION 04 IL .%:.. STATE -M 10. 11 sfw LENGTHS AS PER ELEVATION ON SHEET IL 4= 1L. it
<br />VVIS ami. at trom 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD UP = rL 33314 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD 3m -
<br />--.-,-. I ; am. m 1111L. alla. ... , '46,� iL' Z��L, IWAL IL
<br />. . ..... ; . qOR w PROMM Lm. I
<br />- 7 'I , - pmum = '"""'W" PER 0 . ., � -
<br />.09, -� Udl ,
<br />-- Rio S � /TIMECOm. \
<br />2 AIr - V-4 "e')MR.Im Nzq,� 0 a 10�. --� - W,-,-� --.... - z
<br />/01LIAL t "U"' wrJa """g- pliold. ol"NOB-134 VAL 0 1 " I &OIL 1W)u�44. FAX M4)08-My MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 40114110mom 2c- V�4140=- %-=-- Filed, (06.)M-7M& IAW W)00-,m
<br />
<br />. . - - ;J V= co.. , ON 01-10 I 20-175 MEMBERS T BE SOUTHERN FINE No 2. W/ SPECIFIC 20-175 / -1�11 20-175
<br />., wi/ I C�� �-,
<br />, "� - �#f ,
<br />� -1-- .- MINN..'"i-0, , - - OMRWA - DENSITY OF 0,55 OR EQLLN- v.,�-_-,�:*�Xv - Zml�--:tl= ,po- - ft.. MMOMP I .k mumom, ft, I - <
<br />ll ,,-eng, . W;il - 1-10P.1 - - Ck-ldwit - 006M OF 0,55 OR EOUAL pr Ilk/bowrim/PaT 41�00011`11 1- MP&VVk I owsm ft
<br />3 ,/r I - PE NalomwwKAWM .I"".- IBM -1 - . -�!Poca!flail n 1 am's ar.16 I JIt , I I " "... I" ! 11 11
<br />- I -1 i I;w S. w It "It I omlm .;� I " -!% lr"� ; i o;w1r, 11A . I -j
<br />I ,j%�JkUq W... PL I ; I I I I - I I I - I a -
<br />SHEET NO.
<br />SH 1.4
<br />
|