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<br />'1� -W Ass, ANCI Oro Cols? AU`JM I I
<br />To N.Lm
<br />11, & ;W Y.Z., 3/4' , ,
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<br />2*,e WOOD FIRAPI !" I � , M;.,�- Iff ,
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<br />... I V.I. . I 3le ,-4 "177�-
<br />., - - - ---. - �"'w� -I ALTIlm"Art Lit; UDCOIOM ,,
<br />-- . . I ,,,
<br />. a 12* ot. . VA"S . r : r : .m: To , �
<br />, � I '. : a" cow,
<br />"
<br />-/ I f) 11 : ar mAL W. AlIAL ANDLE on
<br />I
<br />,
<br />, �Ti low, 3105-MI54 vim POURED co"CRICTIL 004c"
<br />r- A . I I. I 1, :- - WWVT& AWAM KW PUITIF .� BLOOM 00 V.4' WOOD FIRMA
<br />I x 4 - �
<br />r wilt" �?" 2 1/2- \�, 01,1 / - t- -, I " I KOAWD
<br />OM -To ALLM
<br />CCITT. ALUM. NUT I -
<br />- - I I/
<br />I/e 0 SCILT , V . 4' . 072'
<br />* 12* OLC 3101-NI. OR $Do-ro AULM
<br />0/04~ c-t Ah- ANCLE
<br />CASE A (PLAS)
<br />SCALE 1/4--i- SCALE 7/4'-I' SCALE I/e-I* SCALE 1/4--l-
<br />L
<br />7- - - - I I SQUO-SET OR CALA-
<br />I
<br />I I Do 0`0 A."CUMAC'
<br />11 . RMALE 0 NO -
<br />L 11- - -1 ,a 4) J9 OR ='I"LN" M."NacZ on --PANDAKlt v
<br />t -%X A Poum � an t'.41 wow Son OF CPU" .
<br />CONCK, ILOCK SCHEDULE -A
<br />(MIN PANEL row 010061FIED APPLICA11.1 10 a III,
<br />QvmAp BEYOND Z%e WOOD I c!q & 09 .
<br />.- -1 OPENING Wilam . �1 V i , As -�
<br />I �z NLDUW"
<br />, I =- ;l S-11 ID � 1§1`1111 �'.�,-Tww' �,��
<br />�� ; .
<br />4LI, 11 -
<br />1!
<br />� "I � I ,�, �, I � I
<br />, 1,1 #.1/4' Will /
<br />�� ocatwo tt�- 1, I
<br />"I � �
<br />. �,,,
<br />�
<br />I I - � , . "I � . I I
<br />�,,�,�,��'i.,��-���,,,�:�,.�"4"�,-,,,���,:�i 'I L I - "\ � 411-SAN WA= - -
<br />I a I VARIES !- a .a OR(D �',
<br />i 5' v- : , \-\, S / .. (. . EW"Apmql*ao To
<br />. x - to DISTANICI -- -- - Fm
<br />"I
<br />. ,7T
<br />I , C-1 11 I I
<br />I .. I .,
<br />.,-\ ---- n
<br />-(- -- /- =0--`Cv CASE (PLAN)
<br />, ,, I -) / \\ - RA '"N" 0 SCALE 1/4'.1'
<br />-91.0- OCRECT MOUNT
<br />',�� --/ oneroz VAUD TOP WSTALLATION ONLY All
<br />CERPM PANEL INSTALLATION AT WALLS W/
<br />SuRrACE LEVEL VARIATIONS WITHIN 3/e
<br />rI* FLORIDA BUILDING CODE (Non Wgh Voloolf NucHe no 2c
<br />CASE E (PLAN) CASE F (PLAN) kj..... STATEOF 03m Isomm PA. 24 GAGE GALVANIZED STEEL STORM PANEL co� 0
<br />SCALE I/e-I' SCALE 1/4--1- 1 �k ,-.Ikomo. --I;e� I -----------N� I
<br />I y - I I "I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STO M PANF-Ln.1 INSTALLATIONS INTO WOOD STRUCTUR
<br />(VAUD ONLY FOR PANEL(DINST&LATODNS AS PER ALTERNATIVIES TIN THRU 4W, ON SHEETS 6 & 7)
<br />MAX. ALSO.
<br />MAXIMUM ANCHORS; SPACING MR E.G. - AS SHOWN ON SHEETS 6 At 7
<br />APPUCABUE
<br />jA,XWUM
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />.n,e0.vm
<br />"=
<br />P-
<br />LEMCTW
<br />v
<br />TAPCON
<br />L40 SCREW
<br />PANELMOITE
<br />PANELMATE
<br />-
<br />WOOD BUSHING
<br />(P-0.0
<br />rEMALE 0
<br />PLUS
<br />OF THEM
<br />(R.)
<br />,
<br />13-
<br />Ir
<br />IV
<br />13'---,
<br />13, - - -
<br />-
<br />III Ilm
<br />,
<br />--
<br />IF--
<br />-73�.- -----TT---
<br />I--
<br />�r
<br />---
<br />I F
<br />-
<br />10 (OOTUO
<br />---'-
<br />6 112- -
<br />--i-iPi --
<br />--i-172;--
<br />'-i'iiF- --
<br />----- 6 ,/2.
<br />---,-
<br />(W)
<br />.--- -
<br />-
<br />.
<br />-
<br />----
<br />8 Ile
<br />-----.
<br />12 1/2-
<br />6 I A
<br />(BOTT -)
<br />W-O*
<br />'- -'-- -----
<br />aft
<br />LESS
<br />----' '
<br />r
<br />---a�
<br />a-
<br />- -- -
<br />-- ----
<br />- -
<br />I - ..
<br />-- -
<br />(W)
<br />-
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<br />-..,.-i-.-.
<br />.
<br />6. -------1:-----
<br />r
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<br />---- -
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<br />T-
<br />-- - 1�3. --
<br />-
<br />-.---
<br />--------,
<br />* ---
<br />+46, -45
<br />----
<br />13- --r-13-
<br />- ------
<br />-il:-- -
<br />13'
<br />-J.
<br />1 .
<br />13'
<br />-
<br />opt
<br />LESS
<br />13*
<br />13'
<br />i3*
<br />t3*
<br />8 1/2'
<br />(TOP)
<br />Ir
<br />13"
<br />13'
<br />13,
<br />it.
<br />(WMM)
<br />1/21-
<br />112r
<br />a 1/2-
<br />6 1/2-
<br />G I/?-
<br />(TOP)
<br />-±
<br />-
<br />---$ -
<br />-
<br />*7/-4-
<br />' 12 '1/2
<br />8 I /e
<br />(em..)
<br />W-0
<br />To
<br />-
<br />4 1/2'
<br />4-
<br />1--
<br />W.
<br />-
<br />6 1/2"
<br />�
<br />1
<br />(TOP)
<br />1 C-4.
<br />4 Ilr-
<br />-
<br />4 1/1*
<br />- -6
<br />I
<br />-
<br />-
<br />(BOTTOM)
<br />!!T
<br />9 7 E---
<br />- i
<br />�-
<br />f
<br />A-
<br />fIXOP)
<br />I -
<br />-Lo -
<br />;3*
<br />1 ".
<br />I - --
<br />`13
<br />----,�:-#
<br />I l
<br />-
<br />a i/2
<br />pt MOTION)
<br />ISEE TABLE J1 FOR MAX. A.S.D. DMON LOADS & MW PANEL LDGTHS AIHEN SPACER " 15
<br />* USED. CORRESPONDING ONLY TO ALT006M 2W ON SHEET 6 1
<br />MAX. A.S.D.
<br />MAXIMUM ANCHORS VACNO FOR E.D. - AS SHOWN ON SHEETS 6 At 7
<br />APPLICABLE
<br />MMWSM
<br />DESIGN
<br />10
<br />PANEL
<br />TAPOOM
<br />LAG SCREV
<br />PANEAMATE
<br />PANELMATE
<br />wow am"
<br />PRESSURE
<br />R11111#0
<br />ALTUMIM
<br />I,=
<br />,mr,
<br />-L
<br />(PA.I.)
<br />FEMALE to
<br />PLUS
<br />OF THEM
<br />(ft.)
<br />-
<br />Ir--l-
<br />13,
<br />13,
<br />Ir
<br />Ir
<br />$III POP)
<br />-
<br />Ir
<br />I - - ---- -
<br />Ir-
<br />---- -..-
<br />- ---
<br />Ir
<br />--
<br />'.
<br />-----
<br />its (Sorw
<br />-
<br />I
<br />--
<br />6 1/7-
<br />-13*
<br />6 1/2-
<br />0 1/7-
<br />0 i/r
<br />FIT pop)
<br />--41 .A,--
<br />-
<br />-
<br />6 Ile
<br />12 1
<br />YK-
<br />6 1/4'
<br />74 (WIT'l)
<br />3'-O`
<br />.-- I
<br />-
<br />��-i- --- �
<br />�/7*
<br />I .... �.. - --.-
<br />-- or
<br />- - � �
<br />on
<br />A
<br />-.- - -
<br />IV
<br />- - --- -
<br />- --
<br />-
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<br />m
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<br />a,
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<br />---.---- .
<br />-
<br />-
<br />So m1rTOM)
<br />a'
<br />'.
<br />I .!-.I,�!". -.1
<br />4---
<br />- - ---.-. I
<br />T
<br />-- - ---.-.-------.-
<br />Is,
<br />'
<br />- - ---. --
<br />---
<br />" mm-
<br />�-+%-sab
<br />� ---- -T-
<br />IV
<br />---- -
<br />13,
<br />-- �. -cr- - -
<br />.
<br />13
<br />- - ---
<br />-1'3;
<br />-lj`.---
<br />1.1-
<br />evrfiW
<br />-40 iiOrTiW)
<br />1
<br />+n. -75
<br />,3.
<br />13"
<br />".
<br />Ir
<br />-.--.-- ----
<br />to*
<br />I 11 Tm --
<br />IV
<br />13,
<br />---
<br />1V
<br />I r
<br />a
<br />XL)
<br />i/2-
<br />6 112-
<br />I 4 1/2-
<br />-- .---.------A-1/4�,.--,r!-�L
<br />1/2-
<br />411 1/2*
<br />20 (TOP)
<br />--G
<br />-
<br />-
<br />I 6 Ile
<br />4 -
<br />12 t/2-
<br />-
<br />6 IP4 '-
<br />A -Wm.)
<br />106'-O'
<br />.
<br />4 t/2.
<br />_ _ .
<br />"
<br />r
<br />"-
<br />/1'
<br />I L-----....-.-
<br />7 ,/2-
<br />�y- --
<br />-
<br />.-----.-----
<br />---
<br />310
<br />-,P!�)--
<br />TO
<br />r-r
<br />1.
<br />i 'Ir
<br />1.
<br />8 .
<br />-
<br />3W morrow)
<br />IV
<br />HL--
<br />13"__
<br />-
<br />".
<br />- -
<br />, I'p.
<br />� .--
<br />40 (TOP)
<br />I
<br />r 13;---T-
<br />-sr
<br />E 13- 1
<br />13,
<br />1 t
<br />Ims (BOTTOM)
<br />I
<br />FSEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WIEN SPACER @ IS
<br />USIED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
<br />RML&
<br />A .
<br />A.S.O. DESIGN LOW
<br />MINOW PANEL
<br />LDXrFM
<br />- -
<br />40 PSF OR LESS
<br />61-0.
<br />> 40 PSF TO 50 PSF
<br />-
<br />6--2-
<br />1 > 50 PSF TO 60 PSF
<br />W-10, 1
<br />A MAX. PANEL LENGTHS ARE ONLY VALJO FOR INSTM-LAT04S
<br />W/ PANEL MATE FPOALE ID OR PANEL MATE PLUS
<br />ANCHORS & W1 " !!LP$W 1/2- D.C.
<br />. t�,4_
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (J-)
<br />INTO POURED CONCRETE OR CONCRETE BLOC -
<br />1/4-0 TAPICON 1/4-0 TA:;T- ., M"
<br />ANCHOR 0 v .. 0.1. � , =117C."" ANCHOR 0 O.C, -1=111-
<br />CONCRETE SLOCI: 1 CONCRETE BLOM
<br />'" REGUIRED. i I 1-
<br />�, . .
<br />I
<br />� I : 14)
<br />I I ; j
<br />"I'll . . , . I - -... f - ------ I -. 1/2- 1/4-
<br />,
<br />, ,
<br />I
<br />.1w: - - . - MAX - � -4
<br />. I
<br />it O'. �/� ta- -,�. ;
<br />I
<br />1. . .
<br />I
<br />I' Min
<br />I
<br />"Woo; Poulp, I'D A
<br />CONCRETE Olt
<br />CONCRETE BLOCK
<br />REOUNM ;
<br />1/4-0 masesin pw$. -
<br />ANCHOR 0 12 t1r Ot
<br />I - (a)
<br />I
<br />'t . �,:,%E�o
<br />,
<br />I ,
<br />I
<br />I =MMe,
<br />I I %, me.
<br />I PANEL LrNGfH
<br />�.., ---- (Set ELEVATION
<br />: ON SHEET 12)
<br />i
<br />: . . Lit
<br />1 (D
<br />:
<br />.11 0
<br />3 1: "veac I - I
<br />mcnam A--&
<br />0 W-GuLm PALMS
<br />SOL SHEETS 10 & Is FOR '"'Ho"S TY"' Is WAG"' MR
<br />OOVIIAYSM Iwo vm PWAC
<br />VAN%M AMCMN VW*" Mo momim Im OVA=
<br />All ON TIM SCHEDULE. MR E-D LESS THAN
<br />INDCATIM, ON SCHOL" NODUCE ANCHOR WA� By
<br />"Invest SPACM Imm ON SCHEDULE r Ile
<br />FOLLOWAG FACTORS. FOR TIN 00� TO K MSML
<br />AIDUCED SPACING 081AIMED VIM VACTIst 114ALL NOT K
<br />UM THAN MWINUM SINACM INDICATED FOR EACH ANDWOR
<br />tm " Tin qcmmivu�
<br />.
<br />Yet-.
<br />1/4*0
<br />facma vm
<br />up=
<br />"ft" -
<br />6mm" ,*am WAM 00
<br />2
<br />I I
<br />-m.m,m1m
<br />-
<br />3
<br />, ?--.-
<br />1
<br />emPoos "JI
<br />--- i- -
<br />i 007
<br />-
<br />OW^
<br />N4m
<br />1
<br />1 - I "r
<br />I .
<br />-0.311 ---,I-
<br />- - �
<br />-
<br />2 I/r - -
<br />*At -
<br />-
<br />-
<br />.
<br />- I
<br />- -
<br />--- -- j�--- - -
<br />*AD ,
<br />- -
<br />,.ai
<br />-
<br />1 3 'Ir i
<br />-
<br />-
<br />,,, �11111 �: ," .5 11 I
<br />:01
<br />i I' III. i
<br />111--sawmATION I
<br />I To CLASS$.,
<br />4 " If 1:
<br />, ,
<br />11`0-s�
<br />;.-.- .0
<br />,
<br />----1 I i
<br />I , I
<br />I
<br />�.
<br />I I
<br />'L, Wx.
<br />. - .. I
<br />I
<br />61 PANEL UENCTI,
<br />a ;
<br />(SEE ELEVATION
<br />I 11
<br />04 SHEET 12)
<br />]
<br />a
<br />1-
<br />.
<br />�
<br />- - - - 11.
<br />9 ---- - -
<br />I
<br />... � - �1- -, "
<br />� I I �
<br />-. . , � ,1111
<br />.. i
<br />- (D
<br />-
<br />��.". ,
<br />�,,; , i
<br />r
<br />5 Z, . ��%.
<br />=&EM0.10 �,�.,� �?,� ; .
<br />� s,� . ....
<br />-0
<br />CONCAM SLOCk . . -
<br />REQUIRED.
<br />�
<br />.
<br />airmw
<br />. I
<br />% ,
<br />;��;�
<br />- I . . �
<br />I ' "" ' "4.
<br />-
<br />"CI "
<br />WCEL
<br />AN= *
<br />WALL-MQUIR
<br />SCALE 3/0-1AN
<br />FLORIDA euwwo cocle
<br />(VALID ONLY FOR PANELC) INSTALLATIONS AS PER SECTIONS I THRU 5. ON SHEETS 4 & 5)
<br />VAX, A.S.D.
<br />DESIGN
<br />PRESS=
<br />RATING
<br />(P A T)
<br />MAXIMUM ANCHORS SPACM MR MIN LO. PER SCHEDULE BELOW it
<br />To
<br />, L,
<br />AAAXMAA
<br />PANIM.
<br />Lam.
<br />v
<br />(ft)
<br />MAX. ".D
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P�oq
<br />MAM" AMMM SPACING FOR MCI LO. PER SCHEDULE
<br />PANEL
<br />-
<br />Ir
<br />(ft.)
<br />lArCON I
<br />SET
<br />SoUD-Sv
<br />FEMALE
<br />0
<br />PAMELMATE
<br />PLUS
<br />ZAMAC-AMILM
<br />-
<br />c"-IM
<br />I
<br />SOUC-sp
<br />PANMUtR
<br />FEMALE 0
<br />PANDUAIVIE
<br />PLUS
<br />ZAMAC-W"
<br />CALX-N
<br />A 1.
<br />COMNMNTM
<br />OF TWEAK
<br />10
<br />m�om
<br />:&
<br />*
<br />10
<br />=Ea
<br />3k
<br />I
<br />To
<br />omcwm
<br />!&
<br />.
<br />,
<br />kaft
<br />Commmim
<br />or THEM
<br />M
<br />-
<br />-.!-I-;-*
<br />1-.-7--
<br />--so-
<br />!&
<br />--- To
<br />:&
<br />*
<br />a;w
<br />+46. -45
<br />Oil
<br />LESS
<br />-
<br />13,
<br />13-
<br />13'
<br />11.
<br />IV
<br />IV
<br />13*
<br />13T
<br />!t
<br />I'.
<br />IV
<br />IV
<br />13-
<br />13' j
<br />1. -V
<br />Oft
<br />LESS
<br />.46, -Ab
<br />To
<br />-m -ob
<br />_1�' _
<br />i3'
<br />_Lr_2�
<br />13-
<br />IV -
<br />13-
<br />13-
<br />IV
<br />13-
<br />Ir
<br />IV
<br />13-
<br />It 1/2'
<br />1 (top)
<br />Iv-r
<br />OR
<br />-
<br />Ir
<br />IV
<br />13'
<br />IV
<br />IV
<br />".
<br />.
<br />13,
<br />I
<br />13-
<br />I" -
<br />Ir
<br />IV
<br />IV
<br />IV
<br />_!jj .,1.Tn).__
<br />1 IV
<br />1 (BOTTOM)
<br />13'
<br />11
<br />1V -
<br />-'ir
<br />13*
<br />-ir -'
<br />13"
<br />fr7
<br />13,
<br />'
<br />-;F..
<br />".
<br />".
<br />-
<br />I r
<br />I I 1/2-
<br />---
<br />1 (BOTTOM)
<br />-
<br />-
<br />I r
<br />IV
<br />I r
<br />I
<br />"
<br />13-
<br />-
<br />(Tom
<br />13,
<br />IV
<br />-TF'---6s7-
<br />- j-
<br />�F
<br />IS.
<br />r
<br />IV.
<br />-
<br />W
<br />it I A;
<br />i (MR)
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