0
<br />END QL0Sj!RES UETAIL I __________ ___1
<br />S FOR INSTALL&T19N IN POURED. CONCRETE,
<br />C NCRETE BLOCK OR W0120 STRUCTURES, YALID FOR REGULAR, LIFE
<br />SAEETY & E-Z HANG 5TORM PANEL 0) SYSIEMS
<br />I- -1-11 I
<br />.. � 61 I ca"m
<br />j__ ___1---4,,(3) 0 0 OR ,
<br />FIGURED
<br />,
<br />"'
<br />il'�,,
<br />"1,
<br />, ,
<br />1. 1.
<br />IZIM-4 (�) & 0 04= ", 121`s1Aff1W A.-Z-011 �_,
<br />I � ,
<br />"
<br />� I ANGIE WON Y4;f ,� , #
<br />, A , , ,
<br />� "
<br />__2 1/2 TAPOON 6 ill v 1 3/4'
<br />� -11
<br />. I
<br />Ili)] "' � A
<br />1 1 min, I -
<br />"", -1
<br />1 ./4-f . _ I � 4
<br />11
<br />I .
<br />=%, I
<br />I ;?r
<br />I I- �_-
<br />=0=101_� � . O' ",r,J,� � 2 I /r
<br />�
<br />1w,
<br />REOUM . �1�1� I
<br />I Mt.'r , - --
<br />2*."4' WOOD FRAME / L-1 OR(D - -
<br />I I - . , �
<br />'VIA'a
<br />jl�
<br />" . � ,
<br />. .1,
<br />I I
<br />-11 I �� y "
<br />\,�,,�,_ �-,�,, I== I �
<br />r-I-) , .I/. _j I
<br />1�__ �foi�
<br />-7 �, --I,.
<br />I - t
<br />I �, I,- -
<br />/-, il
<br />. W Rk,AVm40U ', i, "' .= l, 1
<br />1�� . . - *
<br />,
<br />.1 , j r .r A -m '�
<br />, ,
<br /> "I
<br />I 9 12- O.Q i : 1',0,1rw,- i
<br />1. I , VARIES
<br />��/
<br />,
<br />,
<br />I r , I " i I I
<br />, . ,
<br />': 21 1 f,!,��%I
<br />i i, !p WAL -V< L �Cm UVI,,, I I
<br />�, I
<br />11), / III', I
<br />�
<br />" -----.-.!L--- ; I Z PGAINTO rowAm, CDNCIWT
<br />y i tIi - . __T __ __ 2,010-11154 SHEET -
<br />- - - ,
<br />2 x 4 , I--�- 7 ---- 1-J"m AUN. SUIT PiAlf ,�, BUM OR 2*.e WOW FR&W
<br />, , 'Ttp REOWRM
<br />-"I I �r_ " �� I , 7 1 I � li�
<br />3I05 I 'ULO, I _1 2 1/2' / 1
<br />I �T /,�, ,kj,
<br />'ULO, , '
<br />ALUC,
<br />am- 1;. � -
<br />, 1� Min, ,� 2" 1 'I
<br />'14L x
<br />CON't ANGLE _; A, -
<br />-,
<br />�
<br />� " ,�� M.A. GAP
<br />- ____ - __ �__.:�.___j
<br />1�� 1
<br />4",
<br />I/e if 80Q, ,_f .072'
<br />-, OT-To
<br />0 to; "m ..
<br />ir at
<br />*/11-41"Aa C-L N- AMC"
<br />gME A (PLAN) rtME 0 (I!LW CAU C (PLAN) CA5E D
<br />scai 1 li�.l - - WALE fle-l* SCALE 1/4". I� SCALE 1/4��I"
<br />1
<br />��, __ --v -1 SOLIC-SIT OR C"-4N
<br />z I Qw.,&, -
<br />� --J----(-a) -q .0 a OR =,-,r-- V'-= OR � kqa"E pws (va \
<br />11SXx .. OR 2-. - wow SOM OF DPDMC � SCHEDULE ON SHEETS
<br />� , __ ("N, PANEL , � AS *"JCAKE I - - � -
<br />- m:%ra111x%R S FRIW RWUM - I , 0 - a , - , - I - I __ 11�____
<br />� r.� NM IT 6. I T & 0 1 ,
<br />. I I I � I --
<br />i WIDTH) 2 -POLRED PC!pn Cot"M REQUMIED I I I 1�
<br />� 1 ix'k I 1. _ � �11� .. . ,1_1
<br />i OR 2*44 WOOD ITIAME � -
<br />&OCX
<br />"I'll N
<br />I .� �� 11111 "I " f W I IV.
<br />, ,". - � _e24�,�� I I -
<br />���' , ,, 11 , ,
<br />'11; 1. 11-_ V��,.,,i,
<br />\<1
<br />I KW W
<br />a ij OR(k ,r'j')
<br />� VARIES IV ,&A= FRDNI *
<br />REAR PARM111 TO
<br />� 91 Ift, INTAIR m
<br />" ��/ - INALL END PAME*
<br />1=x
<br />I x - 90. OWAKE 1 -7-!- 1 ,
<br />i � _� 7 7- vir,
<br />. -
<br />: 1� Y,
<br />i � � '��� Y I I
<br />. __ # -_ ____ ---- i_�j CASE G
<br />,/.*." - - "'HIIHINAN,
<br />" \_�f_1y'__\_//_
<br />AMHPMl)s,I;,IA"47 ,e�i� h, T/0", SCAL�E 1/4-.1-
<br />.� ...... �. 0 5%,
<br />= ;Z,0!;U
<br />,&%.�, ,
<br />L VALO FOR DIRECT MOW WSTALLATION ONLY &
<br />mil,' or Olt 4P4 -"\\Ms,"� !IiN,
<br />��
<br />, , � ,�
<br />, . e . ' �_ CM11FO PANEL ASTAuATION, AT WALLS W/
<br />zz -
<br />z i Na 44167 "', I SLRN�ACC LEVEL VARA71OkS�VATVRN 310
<br />1
<br />=*: * . Or S
<br />.
<br />1 '. * FLORIDA BUILDING CODE (Mon High ValocIty Nu cone Zone)
<br />C SE E (PLAN) CAaE E (PLAN) 1. .. F .� vK40 1100m. oft 24 CAGE GAILVANIZED STEEL STO11M PANEL Lp.
<br />.. .- " DUN In.
<br />- -
<br />SCALE 1/4 -1 SCALE 1/4'-I' � .. �!DRIDV_... - Z T —N!
<br />GLOBAL PROTECTION PRODMS. LM "'_
<br />T:1 =��
<br />C. , WE
<br />4��r\
<br />- TICIPPM, . ==m— 4WL1",,W
<br />m .W. mg:x. —
<br />""'Iff-li -
<br />__ PHOM- C154YO-7544 FAX ("4)%V-WV 20-175
<br />,_ I ---- *,I
<br />Pl- 7ALMONARINITI"t CA-00"Its - � I " -
<br />WAOTR "Ill a or to
<br />. ___ =._=19 Lt
<br />�
<br />-
<br />I
<br />MAXIMUM A.S.D. RESSN PRE5SURE &MING (p.s.f.) AND CQRRESPONDING MAXIMUM ANQHQR SPACINQ
<br />R 5108 EANEL(DIRMLIABONS 19Q WAD STRUCIUM
<br />(VALID ONLY FOR PANEL 0 INSTAILLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7)
<br />VM. ALSO.
<br />DESIGN
<br />PRESSURE
<br />RATIN
<br />(P.-J.)
<br />MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 6 A 7
<br />'
<br />APPLICABLE
<br />I TO
<br />AI.TERMITIMES
<br />III & ANY
<br />comstmArioN
<br />OF THEM
<br />PANEL
<br />`E_
<br />Itt'-)
<br />TAPODN
<br />—
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PANELMATE
<br />PLUS
<br />-
<br />WOOD WAtm'4
<br />-
<br />13"
<br />15"
<br />Is-
<br />15,
<br />i,�
<br />1W (W)
<br />-i—
<br />—
<br />is-
<br />I r
<br />-
<br />IV
<br />-
<br />13,
<br />I
<br />13,
<br />W (IM54
<br />- a 11r
<br />6 I/e
<br />a lIr
<br />i 1-fi�-
<br />It lit -
<br />" "'p)
<br />-
<br />- - Ir -
<br />-
<br />---,,F-
<br />-
<br />___W7___,__
<br />F____
<br />___
<br />--i 114�
<br />—$I-,---
<br />"---I---
<br />_7i 1/2'
<br />r
<br />-
<br />-^--",W--
<br />-
<br />__
<br />::E,/I�
<br />-
<br />___
<br />' *)
<br />
<br />. � �_
<br />W
<br />' :�
<br />! jMD11.)
<br />V_IV
<br />OR
<br />LESS
<br />I--,
<br />3
<br />__
<br />_____
<br />IV
<br />___._
<br />13"
<br />ill
<br />oP3
<br />t_E__
<br />+45, -45
<br />OR
<br />LESS
<br />--.!Z—
<br />is,
<br />__ilL
<br />1 r
<br />IV
<br />._'.�_
<br />3
<br />_.�
<br />3
<br />13,
<br />13,
<br />13'
<br />13,
<br />a 1/2'
<br />Till (W)
<br />-
<br />IV
<br />IV
<br />13,
<br />IV
<br />1.
<br />IW (
<br />- a 1/2-
<br />T-I—?e
<br />6 1/2-
<br />-
<br />6 1/2-
<br />6 '/2-
<br />2W (TOP)
<br />-
<br />-
<br />-
<br />f I
<br />1
<br />6 1/0
<br />2W mm�)
<br />—oon
<br />,W-Q'
<br />TO
<br />-
<br />- 4 1/2"
<br />4- - -
<br />-
<br />a l7F__
<br />1/2, -
<br />-
<br />__ I-
<br />iw
<br />- ______1
<br />, -
<br />-
<br />4 llr
<br />—
<br />,/2*
<br />;��
<br />— _'
<br />---
<br />J-
<br />-
<br />sw Motrw
<br />- ,
<br />to 1/2.
<br />--t- -
<br />0 1/2'__
<br />_
<br />,
<br />—_
<br />12,
<br />—
<br />.-
<br />—_
<br />4W (TOP)
<br />—
<br />I
<br />-
<br />1 13,
<br />13�,
<br />IV
<br />--T3-;--
<br />—a,-
<br />ILI -
<br />1W (BOTTOM)
<br />L - I
<br />ISEE TAME it FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS — SPACER " IS
<br />* USED, CORRESPONDING ONLY TO ALTERNATE 21Y ON SHEET 6 1
<br />mm� AISID.
<br />I
<br />WXIMUIA ANCHORS SPACING FOR F-11 - AS SHOWN ON SHEETS 6, At 7
<br />-
<br />APPLICABLE
<br />MAXIMUM
<br />DESIGN
<br />TO
<br />PANEL
<br />IAPCON
<br />LAG SCREW
<br />P44EL44TE
<br />PANE
<br />�U,,Alr
<br />WOOD BUSNING
<br />PRESSURE
<br />RATING
<br />__
<br />,&ArT"
<br />tounif
<br />-e
<br />(O..Q
<br />FOAALE ID
<br />PLUS
<br />OF THEM
<br />(11-3
<br />ir
<br />i3*
<br />TV
<br />Isr
<br />13'
<br />IN (TOP)
<br />13-
<br />IV
<br />IV
<br />1��
<br />"
<br />I* (vortow)
<br />-
<br />____j:_
<br />13 1/2'
<br />__
<br />ZW (TOP)
<br />- ,
<br />_±_1/;1�____t!/T___��_1_/2*
<br />-
<br />-
<br />.___.±Y_2"_
<br />6 1/4-
<br />12 1/2,
<br />_
<br />1/4*
<br />� *'
<br />IT-W
<br />I,---,-
<br />'r
<br />---,---,--- -
<br />7 112-
<br />-
<br />__,__K_.__
<br />__.. ___
<br />a*
<br />__.____
<br />__�__
<br />-
<br />___
<br />1,11LIT-Ri:__
<br />OR
<br />LESS
<br />__
<br />7 TIr
<br />______
<br />'.
<br />a,
<br />,.-
<br />-
<br />1))
<br />� ...... L ... ��
<br />3
<br />.-
<br />1Y
<br />________
<br />13,
<br />Is;
<br />_____
<br />IS:
<br />+45. -45
<br />tr
<br />_
<br />IV
<br />IV—
<br />_13-
<br />Ir-
<br />- (
<br />I
<br />To
<br />+75, -75
<br />Is"
<br />is'
<br />13,
<br />Is-
<br />I - -iiur -- --
<br />__
<br />i-yr-oop! -
<br />- - 1
<br />IV-_
<br />13:'
<br />TV
<br />Ily
<br />61/0
<br />lis (BoTfom)
<br />6 1/2'
<br />1/2'
<br />2
<br />1/2�
<br />6 1/2"
<br />2W (TOP)
<br />-
<br />__�t
<br />__jj��_
<br />6 1/4'
<br />__L_ _
<br />12 f/2*
<br />a Ip'
<br />!t_0_1_
<br />-w-41
<br />,
<br />.___Z�
<br />_7:E,ZF�-1:_-f-_,/K__.
<br />_ - __
<br />!!
<br />'i-S,
<br />_!t_L/_r
<br />a,
<br />I
<br />____i:
<br />5 1/��
<br />S,
<br />I S�
<br />-
<br />-
<br />-um-
<br />3W (BOTTOM)
<br />,
<br />Ir
<br />___
<br />t2-
<br />Is-
<br />13'
<br />__.
<br />S 1/2'
<br />__
<br />4w (TOP)
<br />- - '.
<br />IV
<br />IV :]=
<br />-
<br />13 ,
<br />TW
<br />-
<br />14W IBOTTDM�
<br />I
<br />-_ __j
<br />SEE TABU 11 FOR VAX, &S.D. DESIGN LOADS & ". PANEL LENGTHS WHEN VAC 64 IS
<br />F USED, CORRIESPONINNr ONLY TO ALT ~1W 2W: ON SHEET 6 - I
<br />lot;
<br />#j 6
<br />A.S.D. DES" LOAD
<br />MAXIMUM PANM
<br />LENGTH
<br />40 PSF` OR LEM
<br />1 -
<br />-
<br />6,_6.
<br />-.I-.-- -
<br />> 40 PSF TO 50 PSF
<br />61-2.
<br />1
<br />[ > 50 PSF TO 60 PSF
<br />5,_101 -
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE: OR PANEL MATE PLUS
<br />ANCHORS & W/ 8%Ate�,NIZ, 1/2' 04.
<br />INSTALLAT19N OETAILS E0_R UFE SAFETY P-AMELnl
<br />INTO POURED ONCRETE OR CQNCREJE BLOCK SJRUQTQRE�
<br />1/4-0 TAPC 1/4-0 TAPCcn___ __pmm POURED
<br />ANCHOR 0 I�D.C� � , i 7- =ETE`O`R MCH" 9 0 0.4, � � CONCRETE OR
<br />I I
<br />,
<br />. "" CONCRETE BLOCK ' �k CONCRETE BLOCK
<br />LL, ��,,� REOLORED. ` _'," REQUIRED,
<br />r, � � *"
<br />I � r.N ,',' , , I - 4)
<br />" , , 1_1� ,
<br />"
<br />I f _14 I
<br />0
<br />ED:#
<br />I* Lt.,
<br />XPARAMW
<br />TO GLASS,
<br />I
<br />�
<br />0
<br />L
<br />�.In
<br />, `11 W_
<br />PANEL LENGTH
<br />(sn EmAMN
<br />ON SHEET 12)
<br />t/2
<br />I
<br />1w,iX141 [IIN §Z�-!.
<br />rX1*iW_ 1110t �
<br />---
<br />SM SHEM 15 A, It FOR NOICIRS rIPt & SPACINa MR
<br />116TAUATIDICS INTO wow MAW SULDIRW
<br />"" ANCHOR SPACINGS AND MINIMUM E= WTANCE
<br />ARE 000410 ON INS SCHIED"E. FOR Lit. MISS THAN
<br />INDICATED ON SOIEDULI REDUCE ANCHOR, $PACK BY
<br />"TKVM SPACM SHOWN ON SCHEDULE BY THE
<br />FOUOWNG FACTORS. FOR THIS OPOWTION TO K POSSBUL
<br />FIDUCED SPACING MAOILD USING FACTOR SKU NOT BE
<br />VISS TWIN M*4AMM spook, INDICATED MR VIO" ANCHOR
<br />TYPE IN THIS Sclectof-
<br />ANCHOR "PE
<br />;N"%1V!,J_
<br />.
<br />Pitt
<br />Maim MOW WAmm Do
<br />- __
<br />"
<br />-== lc� p')
<br />�
<br />js
<br />i
<br />I
<br />.J3
<br />,,/2
<br />"Am. ]IRA mmm OW
<br />*am
<br />, l/.
<br />i -
<br />-
<br />- �
<br />_--l�e.
<br />-
<br />...
<br />��
<br />i�_ 1
<br />__:�_
<br />3 ,
<br />0
<br />1=01r.P0.18KOM
<br />CONCRETE BLOM
<br />REOUIRED,
<br />1=11ANILMAII)
<br />0.
<br />WAU "NTINgs
<br />WALE 3/8-t-
<br />i
<br />�
<br />�
<br />191�E-p I
<br />1.
<br />I
<br />. V MAX
<br />O . PANEL LENGTH
<br />� (SEE DUEMATION
<br />___ I ON SHEIEF 12)
<br />1 �
<br />.
<br />q
<br />(VAUD ONLY FOR PANELC) INSTAL.LATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MOL A,S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P..,f,)
<br />"IMUM ANCHORS SPACING FOR " E-0. PER SCRRDULr BELOW ; I
<br />I
<br />9m
<br />I
<br />-,X.
<br />I
<br />MAX kSID.
<br />DESIGN
<br />FOCSSURE
<br />RATING
<br />(Pl.tj
<br />—
<br />MAMIM ANCHORS SPACING MR MIN F-11 PER SCHEDULE balow �F I
<br />- - r
<br />C'M
<br />-1
<br />Ad I "UM
<br />LZIF,
<br />f-)
<br />1APON
<br />$"-Sv
<br />I ROIEWTE
<br />FEMALE
<br />I
<br />ID
<br />PUAS
<br />ZMJMCNAIUN
<br />,
<br />CALK-4N
<br />TAPOOK
<br />SQUID -SET
<br />PANMAA11
<br />FEMALE
<br />0
<br />P TE
<br />PLUS
<br />ZNMAC-NNUN,
<br />CAL"
<br />1
<br />-
<br />'16
<br />04"In
<br />TO
<br />C%W
<br />TO
<br />mown
<br />To
<br />mAstwTomolix
<br />to
<br />.
<br />&
<br />—
<br />mi-mm
<br />116
<br />ocr
<br />R)
<br />.....,
<br />"
<br />C., AW
<br />TO
<br />mmm
<br />To
<br />R'
<br />To
<br />4%W
<br />coNl6k&E
<br />to
<br />To
<br />.1�6.
<br />OF INC.
<br />—
<br />+-.-46
<br />OR
<br />LESS
<br />IV
<br />IV
<br />13,
<br />I
<br />�
<br />
<br />—
<br />Ir
<br />__1_r
<br />-1-m-py-
<br />W-0"
<br />OR
<br />LESS
<br />+AO, -45
<br />To
<br />- -
<br />I
<br />ir
<br />IV
<br />13,
<br />'r
<br />IV
<br />13"
<br />ir
<br />Ir
<br />IV
<br />it 1/2'
<br />1 (TOP)
<br />51-10'
<br />OR
<br />LISS
<br />.
<br />Ir
<br />Is-
<br />-
<br />7 _;37
<br />-
<br />1
<br />13
<br />13,
<br />1Y
<br />__
<br />is-
<br />1 (BOTTOM)
<br />7
<br />ir
<br />IV
<br />13,
<br />Ir
<br />IV
<br />13,
<br />-
<br />13,
<br />—
<br />13'
<br />____
<br />IV
<br />-':-
<br />is'
<br />It 1/2'
<br />t (BOTTOM)
<br />ly
<br />IV
<br />IV
<br />-
<br />is-
<br />Is-
<br />13' �
<br />13,
<br />I IV
<br />! Tt)
<br />�Y
<br />3 .
<br />:_
<br />IV
<br />IV`
<br />Ir
<br />la-
<br />Is'
<br />73
<br />Is-
<br />I 1 1/2'
<br />-TOP)
<br />2 t
<br />1Y
<br />Ir
<br />--!L -
<br />3:
<br />-
<br />13'
<br />ly
<br />13'
<br />_i-;r
<br />Is-
<br />__2L_
<br />IV
<br />LMOTMM)
<br />is.
<br />__L3�___jr___!3
<br />ir
<br />_
<br />Is.
<br />_
<br />IV
<br />I r
<br />IV
<br />—
<br />TV
<br />-73-�-
<br />13,
<br />-I
<br />IV
<br />IV
<br />IV
<br />17 1/2'
<br />2 (2017010
<br />IT
<br />_
<br />_LT
<br />IV
<br />IV
<br />_L __
<br />IV
<br />_13:_
<br />IV
<br />_. Y
<br />I
<br />_2V
<br />11
<br />_.2r_
<br />—
<br />-
<br />Is-
<br />1 Is-
<br />13*
<br />Ii (mm _
<br />13'
<br />IV
<br />I IV
<br />".
<br />Ir
<br />IV
<br />3 -
<br />IV
<br />ly
<br />-
<br />ir
<br />It 1/213
<br />(TOP)
<br />�
<br />-
<br />
<br />-
<br />12 lIr
<br />__
<br />T2 1/2'
<br />-
<br />Ylle
<br />I -
<br />i 1/4'
<br />5 1/2'
<br />-j72Tj
<br />e
<br />-
<br />-
<br />I/
<br />___
<br />It 1/4-
<br />S (BOTTOM)
<br />-
<br />-
<br />112 1/2'12
<br />1/2'
<br />6 1/4*
<br />6 If-'
<br />2 I/r12
<br />1/2'
<br />-
<br />—
<br />-
<br />—
<br />6 1/4'
<br />6 lie
<br />-
<br />3 (BOTTOM)
<br />_� - -
<br />-
<br />r -
<br />-,i:-
<br />—a
<br />-67
<br />—ir
<br />ar
<br />W
<br />r
<br />.1
<br />IV
<br />,!�_
<br />!:
<br />Z —(,W)
<br />-
<br />W
<br />5 1/2-
<br />. r
<br />o'
<br />r
<br />.
<br />- a
<br />6 1/2'
<br />-
<br />S`__[7
<br />___
<br />1/2'
<br />—
<br />g'
<br />--:�=_
<br />6"
<br />IF
<br />i:
<br />Z (top)
<br />_r __
<br />f-
<br />�______,__.__,__
<br />_13: __
<br />Ir
<br />-
<br />_Tk
<br />-=
<br />_LSL _
<br />13-
<br />-
<br />i��_
<br />- V,
<br />13-
<br />- __
<br />li�7_
<br />-';3:'
<br />-=
<br />TY
<br />IY
<br />57
<br />ji
<br />-F-
<br />13-
<br />__
<br />IV
<br />ta-
<br />-i-
<br />7-
<br />_'
<br />IF
<br />--'---
<br />137
<br />, is--
<br />--57-
<br />' _6
<br />�
<br />1 -
<br />-TS;
<br />—_
<br />- -
<br />�r
<br />—
<br />ill
<br />is-
<br />-W -
<br />--��
<br />3
<br />_____
<br />13,
<br />- Ir
<br />-_
<br />--iF_
<br />Is,
<br />13"
<br />--
<br /> . -2
<br />a
<br />-
<br />1 i;
<br />-
<br />Is--
<br />131
<br />-i
<br />_yr
<br />- -
<br /> -
<br />��
<br />—4r
<br />1,31
<br />_T_,M
<br />4(00001'
<br />-_ ___
<br />� CY O�)
<br />-_ -
<br />i WITEM)
<br />6 cW)
<br />
<br />_
<br />- "
<br />_2�1_
<br />is, -
<br />- __
<br />_ii�_
<br />IV -
<br />r
<br />-2:_
<br />13,
<br />-
<br />—
<br />_2l7_
<br />Is'
<br />Ir
<br />73�
<br />-'71-3;-
<br />_-
<br />__ __
<br />'ir
<br />-13�-
<br />a,
<br />-,
<br />�r
<br />- -Ir-T-
<br />I -
<br />---
<br />1 13 �
<br />, 11.
<br />_,1
<br />ii; ,
<br />1"F,
<br />�
<br />1 Is ,
<br />i 4L
<br />::Y�
<br />,a-
<br />--ir-
<br />=-
<br />�1' cli
<br />__
<br />11 112.5
<br />__
<br />;F(-,;F,�
<br />- -
<br />i, OCR
<br />____
<br />(BOTTOM)
<br />—
<br />- 13� ,
<br />-
<br />OF
<br />-
<br />Ir --
<br />ll�V
<br />ir
<br />6 1/4'
<br />- Is"-
<br />8 1/4'
<br />L'--L3:-
<br />9 1/r
<br />__�f_L_!��
<br />-
<br />1 -
<br />lV__
<br />-
<br />-Tr
<br />, -
<br />, 13'
<br />6 I/O
<br />1 1 t/2'
<br />Tl7l 0
<br />5 (RIP)
<br />a mm-)
<br />='
<br />-
<br />-
<br />1i 1/4-
<br />__
<br />Ile
<br />I/*'
<br />i 1��4
<br />-
<br />-
<br />_-T
<br />-
<br />1/4-16
<br />Ilels
<br />(90ITt")
<br />Tr
<br />5-
<br />I IV
<br />,10 1/2'
<br />TS-
<br />7.
<br />13,
<br />'r
<br />7 1/2
<br />15 1/2
<br />!V
<br />' '
<br />�! 1/2,
<br />I (TOP)
<br />ya'-s'
<br />!* .
<br />1. -1
<br />-
<br />13' -
<br />_S_
<br />_LL-
<br />ly
<br />a--,/-2*
<br />IV
<br />a '/2.
<br />It 11ris
<br />I /,�
<br />13,
<br />;71/r
<br />I TOP)
<br />�,V-fr
<br />To,
<br />ir-s*
<br />_j
<br />7-
<br />IV
<br />I i'37-
<br />IV
<br />2 1/2
<br />1V
<br />2 1
<br />10-1/2
<br />7 f/2
<br />_
<br />_
<br />- IV
<br />-
<br />Ir
<br />I (BOTTOM)
<br />IV
<br />? lIr
<br />'i3fl-
<br />Ir
<br />IV
<br />IV
<br />to,
<br />ill
<br />llt�
<br />11'
<br />Ir
<br />1 13,
<br />1, 1/2 '
<br />a i/2'
<br />i (soTmu)
<br />_:r
<br />1V
<br />.
<br />V,
<br />1),
<br />70 il:r
<br />TV*
<br />7-
<br />tr
<br />r
<br />7 1/2
<br />5 /2
<br />Is-
<br />4 lii�7
<br />i-65�5
<br />".
<br />I 1.
<br />13'
<br />I 13,
<br />IV
<br />0 llr
<br />TV
<br />9 1/2'
<br />9 1/2'
<br />6 llr
<br />1 Is-
<br />S "2 *
<br />$ 1/2'
<br />,
<br />2 (TOW1
<br />'')
<br />;F-
<br />iF-
<br />.—
<br />-
<br />_F -
<br />-7-
<br />--,-,-
<br />11
<br />__�
<br />.
<br />__
<br />-
<br />is
<br />1Y
<br />___
<br />i.�l TPZ
<br />__
<br />-i
<br />-57-
<br />—
<br />13r,
<br />_,_ -
<br />ii
<br />j2-t j�
<br />- __
<br />__2�_
<br />13y,
<br />/ .
<br />6 1 4
<br />
<br />_Y?�
<br />i-11-1
<br />6 1/4*
<br />___
<br />ls,
<br />—
<br />—14*
<br />12 11r's
<br />—$-
<br />9 1/7
<br />7 I _72
<br />—
<br />../c
<br />—
<br />—joip
<br />iiri/_2
<br />— -
<br />-
<br />-
<br />�Z
<br />7 =__
<br />-1 -1/2
<br />_i"__1_/2_
<br />7
<br />- -
<br />i;
<br />1 - -
<br />S
<br />'
<br />=
<br />�-
<br />.1 _3
<br />__
<br />S I/ 4,
<br />fl/2�
<br />5 1/2-
<br />i-W
<br />__
<br />-i
<br />_' _m!:
<br />2 (BOTTOM)
<br />,3- -0mvp-)
<br />-
<br />! (",—I'D")
<br />- 13,
<br />7 Itr
<br />Is-
<br />IV
<br />0'
<br />I*'
<br />IV
<br />to,
<br />It-
<br />,
<br />73-37-
<br />6
<br />iT-1 Wir
<br />i,
<br />2-1-Ir
<br />-
<br />__
<br />__
<br />—
<br />____2K_
<br />—
<br />3:
<br />a IJ2-
<br />S (TOP)
<br />_,V
<br />-
<br />-
<br />_!V
<br />12 1/2-12
<br />_1�3�__
<br />1/2'
<br />-.!-3:-
<br />6 t/4-
<br />--j-0:_
<br />6 $14'
<br />_,L��_
<br />12 1;i�L12
<br />_,!a- -
<br />I
<br />_11�__��:_
<br />-
<br />-1 -
<br />5 1/4�
<br />� ,/, -
<br />11V
<br />'
<br />7�
<br />$ WITOM)
<br />T-T/7
<br />i-
<br />—i
<br />—a
<br />-I-
<br />—.
<br />—a.
<br />__L2
<br />A`
<br />_.: __
<br />4 i/2-
<br />'� ___2
<br />Tile
<br />__
<br />r172.
<br />1 r
<br />V
<br />X
<br />4 (TOP)
<br />a .
<br />r -
<br />-
<br />__
<br />W
<br />i Ilr
<br />—
<br />-
<br />r
<br />—
<br />.
<br />"'
<br />i 1/2'
<br />__
<br />-
<br />—
<br />It
<br />4-
<br />__
<br />-
<br />110
<br />—
<br />S A/2-
<br />—
<br />-
<br />C.
<br />1/2.
<br />, 'Y'.
<br />2—
<br />r
<br />.
<br />I (W)
<br />4
<br />-
<br />,F-
<br />=
<br />-__
<br />r
<br />4
<br />_
<br />
<br />--- :
<br />. 91
<br />__
<br />-
<br />__
<br />r I
<br />__
<br />-
<br />__
<br />.5 1/2'
<br />
<br />-
<br />—
<br />7 1/2'.
<br />_
<br />-
<br />4 mtmm)
<br />#_
<br />__
<br />2:
<br />if"
<br />_F
<br />I,
<br />TV
<br />-w I,t
<br />I r
<br />9 ,/2,10
<br />1/2,
<br />7 1/2*
<br />_
<br />is.
<br />6.
<br />It (YOP)
<br />13"
<br />a 11r
<br />,V
<br />I IV
<br />1 Is-
<br />,O.
<br />I,,
<br />to'
<br />it'
<br />a"
<br />-
<br />I �
<br />. /
<br />11
<br />f
<br />=
<br />__
<br />I -
<br />... -
<br />I ��
<br />I IV
<br />19 1/2'1
<br />".
<br />9 1/2-
<br />Ill/
<br />r, 71+�A,
<br />, lIr
<br />I
<br />IV
<br />a I)T
<br />5 (BOTTGM)
<br />it
<br />. 1'.
<br />, '�,
<br />" I
<br />1 2
<br />,I*
<br />To'
<br />I It-
<br />a-
<br />13-
<br />S ,/
<br />a 1/2-
<br />I
<br />5 (BOTTOM)
<br />__ -
<br />[ �r
<br />".
<br />� !:�
<br />I .
<br />i
<br />i�&
<br />a 2
<br />;,
<br />i__
<br />I/ -
<br />_J
<br />2
<br />�
<br />, 1.
<br />13"
<br />'��'/,
<br />10 I
<br />I/V
<br />Ir
<br />-I--
<br />4 1/2,
<br />' -
<br />6 (TOP)
<br />I -
<br />I -
<br />Is ia:j
<br />.
<br />_�
<br />I
<br />.
<br />_ __ �
<br />--!-'-
<br />�'_-
<br />I I 24718
<br />1/4�14
<br />1/4-1
<br />-
<br />'
<br />1 __ j
<br />-
<br />1 -
<br />1/4
<br />i Ile
<br />G (SM -)
<br />m Slow it 11 Too A I *No" T'n * mwjo; f,w ViSTAURT04 *m vom mw itiumNott,
<br />, WAIMMA ANCHOR SPACOM AW MIMMJJW DOM DWAMM Aft INDICATED ON THS So"" M f D
<br />Lm THAN Noo4m m sal"mu fmwm AWCHOR Sp4m st, WAIft"m Sp9oft SNOW Oh
<br />$010MUE Ff THIE FOUAW94 FACTOM fOR THIS OPEWON TO BE POSSMILIL 0310M SWIVO
<br />ORIAHIED VSNq FACIDA, SH&U. NOT SE LESS THAN MMINM SPACM INDICATED I`OR EACH ANCHOR TYPE
<br />ON THIS SCRITO(Ij-
<br />, /4
<br />/1"i.
<br />i/4-0
<br />,/,V.
<br />_
<br />Ile.
<br />,--.--
<br />Anct" Irm
<br />.--L/* ---! _�t_
<br />WCON sa�so
<br />I �, a
<br />ZAI,I6�
<br />CALx_*
<br />__ -
<br />IWAIMAIM ANCHOR SF-AC04 (Ift.)
<br />1 3
<br />1 3
<br />__
<br />a
<br />2 vr
<br />I t/1
<br />offumna - W4
<br />1
<br />r
<br />-,.L,-/V--
<br />I
<br />MCA" ",I WON
<br />Ek
<br />. - _,Lill'
<br />:,
<br />.-
<br />---!--
<br />31/1
<br />11 _1/r
<br />, I
<br />-I
<br />ACIUMIL ba
<br />FACTOR
<br />__,._,____j_1Y/i1*___...______
<br />`
<br />----
<br />- -
<br />-- �___.
<br />�:-Ij
<br />------- ��
<br />'j��
<br />2 11�' - - - __
<br />_____1__ I
<br />--.,.,
<br />-
<br />I
<br />OL50
<br />__ -
<br />.
<br />- ____
<br />r
<br />-- - -
<br />-
<br />- -
<br />040
<br />- .
<br />i3m
<br />. __ 7
<br />-
<br />�
<br />.�L
<br />P.
<br />____
<br />I.
<br />-
<br />I.
<br />,__________n_
<br />3 1,
<br />-
<br />ll�
<br />"
<br />I- - - . WHEN �w
<br />1,FACINgS ONLY VAUD IS USED #I FOR MAX. A.&D.
<br />. fi
<br />F11 rl!
<br />DESIGN LOADS & V" PANEL WHIM I�A USED.
<br />Mal&
<br />Al a I
<br />A.&D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B*
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />-
<br />I > 50 PSF TO 60 PSF
<br />5'- 1 O"
<br />A MAX. PANEL L04MS ARE FOR INSTALLATIONS
<br />, itl�% VALID
<br />W/ SOLID SET ANC14ORS SPACER AT 12 1/2- C.C.
<br />—
<br />__ , __ ___ -"-"-��--�---,---��,---,�,,�,-,ANCHM (SCE SECTIONS * ALTIRNATOM ON SHEETS IS, 14, 15 A'16)--- -- , - _ __ _____-_ __ _-
<br />I I
<br />I 3: mAx R-lA/13,, R-2A/13. R-SA/14, R-is/13, 0-20/131� R-39/14. r MOOL �
<br />I- ---I R-IAW/115, R-2AW/15, R-3AW/16, R-18W/15, R-28W/115, R-31YA/ ,- MAL �
<br />D.m..(j), - ", + * Is. �-,
<br />I .
<br />- i___ ---- - ___.__________._________ _------ 1k ----- -- --___._'�__�
<br />q)Or04_ _____.__,_1____ �
<br />� t i 7 �
<br />�, �,
<br />i
<br />6 �' L 0 0 0 0 0 , � a
<br />I � , ,
<br />� 51, ,
<br />____________4 I---- — , _,______ ---,-I----, ---!
<br />� i � I
<br />__ ,
<br />r
<br />�1 t I I i �
<br />�
<br />F_�._T_i 11 -------- _____1_F- - __i_1__i__7_1.___ 1_7-� - --[---- �
<br />, I I 1 1 1
<br />, I i - � �� �il � �
<br />1
<br />t , �
<br />� � ; �
<br />I , I i I I
<br />I 1 j , � �� I I �
<br />I 1 I I I
<br />i
<br />I .I I I
<br />I
<br />� -
<br />tl �
<br />,�� � 2 I
<br />, I I ! I I �� �
<br />, 1 , I
<br />. � 1 i . i I
<br />� I �
<br />! i I W i i I , i I L/2
<br />I I
<br />I I . I ,.,- �
<br />�. : I c . i � 1 114'0--OXI" S�s BOL175 W,O i I I I : : � I i I ; v
<br />� ! . i I - I I
<br />I - .
<br />� I � c � � �
<br />I I I i I I I JU5P FOR PANII LENGTH i : i : � M",
<br />i ;
<br />. I i . I t I . . : � � I : PANEL LENGTH
<br />I ! -61) � I � � � I
<br />0 I � � � � i I 01 � I ; I I i
<br />I I � ,� � i � & i � I Owls i z 7' I.L21"TH I STORIN PANEL , m v, � i W-111' OZ
<br />.
<br />4 � � [ � �t R IlGUUAA STORM PAN�El_ � I � RECU �'L � 1 I � I 4ZO
<br />I � � 11 ,_ ! 'W : i 'i � , , � I
<br />� e I I , (W/ 04"
<br />, � i ,�i ,� ! i , , i --- � I 1 , � � I
<br />� - - ,"_ --- - _, - _j - -',- . , -.-- �,__, ---
<br />� I . i 4---. 1 _ - - _j1.�,__'1_.__1i_ -1 ------------------
<br />� 1 � � , , , i , � 1 4 i 1 4 'r-V 6 +00.0. 54.0 p�b,f,
<br />x . � 1 � f � �
<br />I
<br />, i , � -, � f UFE %WFV,Y RM PANEL I e � - I � i I � I I
<br />� � � , I i 1 i � � i
<br />I I � � � �! I ;; - � a I � � � �
<br />� I " , I � I A OVO OVERLAP MID PANEL UNM IROLT)
<br />� � � - � � -- - " , -- _J_ - �, -_ -1 -L-1. � - - -_ I - , .., , _ - I �
<br />.1 I � I � ��, _1 � I � , - I 1, -, I � -- - " , - I
<br />� I , z
<br />� �F, � I
<br />I
<br />,
<br />- .1,11 - .I,- - - , - - i -i ___ ! - __ � I -, 1-111 I— I 11 I
<br />I � I . I � - . . I I
<br />",;;�� _ �� � -
<br />7 _f__ V I . I � , I
<br />I - _ i t] , L. � I , � � � . . ,i�A 7 L USE T-6 - MIN. PAW UO401H,
<br />i . .
<br />I - - I
<br />� I I : A - 1/4' 1 - - - 4 ---- 7 - - � - - - -_ � - - -- - _ __t .
<br />I I : I � III, 511H 1 - ,, -20-l' 1 � ; I; _� �r I I AT ALL M � OUR!"m
<br />� . , _ � - I ;,
<br />I : - i 1 , S'S. BOLTS WA" � f � � 1�� � I � :
<br />: .�� - I . -- : L
<br />EA. GVERLAF
<br />� � U I
<br />� I
<br />� ,_ i I AT r I - I
<br />- r � I I .
<br />I I r - I �
<br />_, -___________'_ � 1 7 : . '�6 I 1 k i �
<br />- .. ____._ - �,
<br />I L -,
<br />-1---, - - _--i " ,,� - . I � _____-__L___ __ -11 _-A-
<br />, -, . � I
<br />_______11_k . __ - �. - - .1111, - 1- 7----" � - 11-1-1-
<br />� , I � , V2
<br />. � i, --- --7-j_--"T------- �77_____ -_ - 7 ,- _ - - .
<br />� , I I � � � " . . I I
<br />I t , � 1 5
<br />I : I I k� i I ,
<br />� q . � , i I I
<br />� �
<br />� � __ . � I �
<br />-
<br />� � � ....... � I �
<br />; �'O � I � � ; t 1 � �
<br />I - j 4�1 '�r, 41_],I'�' 1, _�:� �__-1--.1--A
<br />i ; � ; ',_I____� � �-[� �L__ , i
<br />L - 4, I
<br />_111____. I - . _.__,__.____1 -, -1. I i I
<br />- - ___ _L-i-I.- -1-11--i . ...... _1 . ..... _%_ _.
<br />_11-- -1-1--.1-11-1- rT----_- __
<br />,",..,-�1.1111-1---,--�,�l---�l-.-,"-�-.�- , I ", , - ...... �.. _---,--T-1 I-----,- � �
<br />, -----' ----- -� � I
<br />T , , " A
<br />I , 4 . , ; . I
<br />, c ;_ � I t." I
<br />-�-, � -------- _________1 _ ___ _--a ___ __ �j � ------- - �,. I 11 I
<br />, . I I
<br />� , I i -_ __1 &6Ffs , L
<br />I � ��kd --- I
<br />� . I I � : � � i
<br />I . . I � I -
<br />I I L 1 � � z I �
<br />[_�__.__ , ___ ____ __ -il . , , __ ,
<br />I I I I J = . In, ..-ry, I.- � �
<br />� � ,
<br />I I I � � �
<br />�, � i � I . �
<br />r , PANEL BOTTOM CORNEAS � I 0 � I
<br />� - I.,
<br />I
<br />� k �1! � - i I I i � X-11 � I � I
<br />D m (�� x I . � I . I __i -_ ---. 1 - _._J_____ 1. 11 .1 I
<br />�_ � L
<br />I � _.- I 7 I
<br />- ,
<br />or 40 I - ;1�xj
<br />I
<br />; � Ww" f NUT ��T--� EMSIOR :.--W#4(; NuT AT
<br />3.1 -
<br />�lw,A�x: LtF1` PANEX RIGHT PANEL MAKI, t INSTALLATIONS ONLY VAUD FOR WIND
<br />J�
<br />, I.
<br />� I* ARA, R-IA/11�1R-2A/13, R-3A/14, R-19113. R-26/13, R-381114, MIN,� SPEED UP TO 170 _PA�
<br />� 1
<br />� A-IIAW/15. R-20/15, lkl-3AIA/19. R-law/m R-2"/15, ft-saw/16. 2
<br />� �
<br />; __.- ... _________________ .... -, - � - ---micHolts (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, t4. is &10) - - - _- , _-_ � , - , ", -,- - �
<br />�/4 ,. W� W
<br />-. �--
<br />LIFE SMETY STQRM PANEL �! ELEYAT-112N (t) �?
<br />SCALE 1/4'-I' it
<br />� Ili/
<br />01 REGULAR Z667' __ CI)REGULAR �,
<br />�
<br />,m'A I STORM PANEI OWN O`Te___1 �mpa "'LL10 ,06101m,", , STORM PAN& ,I
<br />- -, -1 c
<br />. � %W � , �
<br />_
<br />_ . - � ------------ �__ - =P==�, �======__ -
<br />� v------------- ��=�_ __ ___ __ __ - - - ,� �
<br />' I , I
<br />- 21- `11�_,� __ -
<br />I/-I .......... .. - ., �� "I'll, I
<br />MAX -V�\ "
<br />I -
<br />", . I \�c .,.!!;tx � ___ I
<br />1< .',L `��
<br />�,
<br />1�
<br />Z \ � I -
<br />, , \ / �f, 11. / I P
<br />��-�_=_
<br />, -
<br />.__.__ - - . I
<br />. .4 f--. --, - , ___=____j
<br />.�==�4r=,==-, �=�_��_�, --- ,
<br />, , 1-11
<br />. I
<br />: , I
<br />"T *. E
<br />i
<br />LIFE SWM PANEL ::
<br />= " P?A- __ �-, * -Z-' FLORIDA BUILDING LOOP- (Mon High Valoafty Hu Icons Zon*)
<br />__
<br />-�. f1p.
<br />_,�_, - 40 DFARN or,
<br />EMRIQR is, --�..RION ..- ,Mwm sot 24 GAGE GALVANIZED STEEL STORM PAM
<br />..
<br />1.1 ... ______
<br />I __ 11TE C 0m., \ 01/n/ma,
<br />/ GLOBAL PROTECTION PRODUCM I.I.C. DOE
<br />SVJION -A , ON S.W. 5, STKU
<br />."
<br />SCALE 1/4'-I* 41711 If.p i�E'_7-n'__'1m"1m_= - (04W.5.6, �, I. 20-175
<br />PZ MAL/SONATURIE/Wr CA -WWI* -.1 2R!M 1-1w;m �?-rw- mu*Iwi A-
<br />- i - -
<br />I . .=z- - I
<br />bi � Em 1: I � :z± ==.,:!j
<br />- -
<br />__
<br />INSTALLATION DETAILS E0 LIEE SAFM FANELOD
<br />I
<br />INTO WOOD STRUCTURES
<br />.
<br />�,_''A_ M � Z_ ,7. I I - _.- _"� - - - - -
<br />? I I : - ��, -7 1 - ' -, I - Y'r7-1-P! - 11- il
<br />, , , , ,
<br />, , ; � . �, ,�
<br />� i I 11 , � , , �
<br />11 �. - - - i � ,�� � � !
<br />, I - , - __ I
<br />"I 16 -1 ,-- �1 - .- _ il I- -11 til
<br />, � - 7 M I -, '%i,� -, `�
<br />,/ . � --- ijj _ _��Nl HEADER - �
<br />� � I 1'� _� , ,,-- - , � I I I __ I _ _=, HEADER
<br />--, _7f, WON HEADER � 'R _,, iH - ED �, I- RED
<br />1�, H - -REQUIRED , �1 _V11al"', I " I
<br />,� 1: , - W,
<br />", - -I- �_ 71*�", I
<br />�, ,
<br />" �,-'i , ,��
<br />- , ,-, I ,,, "
<br />1� �; __ 11 " � - _�
<br />- __ 1'1_1� � , , �� '� �
<br />I _____ c 1 '�
<br />"I-, I -11 ", _',
<br />, , , " I
<br />I � " ,�
<br />, , i� �, � -0 TAPCON '� I r� e# I , , 1 TAP,"!
<br />11�1� " I , 114
<br />.�L � , � 11`5
<br />� -, 1 / ,�� � i , _X4*0 TAn
<br />I I � i � kCH -- -=.
<br />I ff , �ACMR e �, \ \ k. I
<br />O.C, �
<br />�, , , /L�, 0 MID �, 11 ,� — � . .." I " 17 ,,� IS 0 ..
<br />" ! ji, . F/ � 11
<br />I
<br />I ', " I �; 1. I , 11 � I'll
<br />ji-;
<br />di ,��
<br />"", , " I
<br />, I 1i �q I ,� , , , I 41
<br />. 11 I , , � , 'I I ': , I I I �, /;;It
<br />11 , , , lj� � ,� , i 1-20 , . , �
<br />, � � , �,� ij 1� %, . ;, ',I Ij I -.1"
<br />� \ �- �I C2) l�",� Ild" I _(D e , , - , - . 'it �j . _j
<br />. �,� ,
<br />� I " t � &", :
<br />,
<br />I " �� �__t ., - I ,: �8 mumm Et,
<br />_� � -,e . o I'd Seel) k
<br />I I. --c am" � ��_ I - J 11 I � 0, 'L' - t1r I' j 1/4- , � I I 1 -
<br />- I ,/,A- ; _. t - MOM 0,
<br />-, - I I 1 I I I 1- � 1 I/2* I 1/4
<br />1 - � " ��. ii - I 1, , i - I " I --! I i -
<br />I ; NAX i 11, ), MAx. - I _
<br />.� � _ . - 29L1,.I,W/A:L, I ---I ii ym�___
<br />S��
<br />, — i � - � , I , � -1 -
<br />� � i: I - /i.,% . I � - , , I I
<br />- . - , I , e % IL
<br />I I " 11 W , __ I 11 ! 2 1 1 . I , . I I
<br />� . � � i z �, ; , - , ,
<br />I S I � � r
<br />�� � j - -1 i � ��, � , I ,,1
<br />� ,� i i I L . - I - ;
<br />/ N ; � I � . m6,, � �
<br />e . , !
<br />11 i I .i� � i , I �', it
<br />; 11 ; � ; I- � i ��p 11
<br />f � , ;
<br />i " , i , , 'N - ; � " I I I 1�
<br />I - I I I
<br />I , �. � I V � I I �_ I � �", — , I
<br />I ; I i
<br />I � j I , " k . W I I ; 164 �
<br />� I
<br />i - I I i I - t
<br />-k,l i I ;
<br />I I "I q)
<br />I I I I
<br />I I t5kww : � I it
<br />;
<br />,(4�_,- i
<br />A I � it a i q � � - -4--_ _111 __ 11 �� A. l :111,
<br />15-
<br />�4�� � - , - I A',,"", �
<br />= " A,'�n" i ��', - :
<br />"I_, - sAt* .1, 11r - ` I � , I i It I I :
<br />_-1m!S14______ ��
<br />" I � ,
<br />, i � -_%�� _�__j_ � - I 1
<br />- _ I I � _- � _ - ; � I'
<br />�
<br />.-------- � I I ___` &mftft� � I I
<br />-F- i --- - .... � , I um;,Htmmx�o , .1 I I _ -
<br />" I aw-M-0 ! _" .7 1 #1 =14
<br />� - T I Iv " - I "C' mm-
<br />4 R I m" It I ; . .T �,
<br />9��16_ --I
<br />11 I ____ j. PANEL LV*=H It � 4-- . - -----) V k'" L - -
<br />- -1-- -----I . # I - _ ij. PANEL LENGTH
<br />X, " . ,-- t5tt LU,YA
<br />It It I ; (SEE ELEVATION 10 i i PANEL UEI&TH 1_� . �
<br />If I I PAN'� =111 If ..... __j ON SHT 12) I I In I i ON SHEET 12)
<br />_,. - I(SEE ELEVATION 1. - - _ I - -_ _ (SEE REVATION -_ . . ______
<br />1� - ------ ______ -, " it 4__ - I , I -1- -
<br />4 I ON SHEET t2) I I �
<br />I [ ON SHEET 12) t � I I
<br />it j ILI = � . a I* MR, (D I - - - - __ ___1___ I ;
<br />. �. _72 - �� __ - � AL- - __ . __ �
<br />1,1 I- MI.. I
<br />i � r_=41- � r SEPARATION—- I � � � I- -
<br />' � , �
<br />i - I" M;ft. 4 � To OVIS4. �4__ _03 i IN " I �_ (J) �
<br />r-6 t _i:D �T., i � W. - I ,
<br />." W-L& I L�2 i L- G1'1*AA"1iD4 , I --Of � A " I 1, I " i I R___sEPAMtT*N ---- 1 I
<br />- I I 6. , � I ! - I � - C3), ,
<br />I � i H GLASS 4 � It : � R *0 OUsG1 I ,
<br />, ! I
<br />. � V
<br />I . i , L/2 � I .
<br />- I 11- @ i 1 71 1
<br />� A _@ ) i 17 t �, , �_ I " I ,I . I
<br />&`_', ,I- - :
<br />* I"i, � I I_ - &_,N� �,_ _,T� - I I I I
<br />I At � j EQ. '�' 4� ! I VI Ilr� , �,, li-i- --- _1_ - � -A 7r
<br />, ,
<br />I I
<br />I - ; � :
<br />I J_ �, - __
<br />�7 - - , - i " ,49W=p §;� -, , ,-. f, , , 1
<br />k I -.----,- 1--_ To, �, - r,__, --I- - - t - _. - , L ra. EQ , - - ____ 4
<br />I k _� . ., I , i---
<br />L I
<br />I.- " � t-, �� - �� �_ t -�_ �� - �' 1�f 6 ��
<br />I � - - __ - �
<br />-1 �� I
<br />11 7- mu /
<br />� I p%,t � I
<br />11 � I I �, I 11 �1� . _�', 1 ,W
<br />., I . I .
<br />- : � � �, 11 # 1. J. I *law
<br />ii I � _� -_,,
<br />_. L-4) - , :
<br />� - I'll I t - 1, __! �V.
<br />. I � i � �, 11 ; , 21.v ww- � ,4 "
<br />, -1 � �, __4) PLATE " t�- � I 1h I ; � I � .LT$
<br />1 ; � 1 ! p
<br />I � I ,,, � I � , a �x
<br />�, REQUIRED "' � ,%
<br />A 1 1 �i i I 4-0 TA" Z � � � I'll, ON , ,,, I - m
<br />�,� - �� I .. I i - .. 0� IMOK.. " _� , �
<br />- -1 ', � , _�'. 4 � ,
<br />1�1 ,,, i � i, , 0 1i Y4
<br />,I,,- ANCHOR 6 0* CC. Vx1o, ox, 1� �
<br />� A -ITA" olc� " - ! i � ,�, ,
<br />�_ � � N IAPCON
<br />- � 1, 1, ;
<br />!-, 1 �, RDILIFRED �
<br />1 STAGGERED w/ %W STAGGERED w/ STUD � 7,1 � _
<br />"I "I : "I � , P 11 3 � " I �,' 1 - ANCHOR 0 Jr D.C.
<br />� , 1 "I
<br />1� � ; � "i
<br />"
<br />� "I t
<br />I
<br />1 WOOD , i z - , -1
<br />� - � _ - j 1 H
<br />� � z 11 I k
<br />11 , _0 � _A�* WOOD , 4"
<br />� I 5 1
<br />". E �, , i z
<br />I
<br />I
<br />_ _ -
<br />1� - �, : -
<br />__ , � 'A I
<br />- , I
<br />- 1, -
<br />-1 REQUIRED I REQUIRED I . .
<br />1',w ! 1
<br />- � -
<br />I I
<br />ALUrALIEME R-JOW pu
<br />Uff EMS H1110 k LIrlmim ,5-
<br />MAL�MNG "ONJOHM. MA"AQU M
<br />.,
<br />.,,/,q
<br />... � ,
<br />11'1!9�
<br />.�;Xlirftz�,
<br />. ., �? FLORIDA BUILDING CODE (Non High Villoolty 1jur tons Zono)l
<br />NMI � �
<br />� . '- .2m I"m m ry
<br />3 1 24 CAM GALVANIZED STEEL STORM PANEL
<br />. - mm IN.
<br />1, INSTALLATION ARE ONLY VALID FOR A,S,D. DESIGN _ , c.44167 - 1
<br />� .*=
<br />. �-f
<br />PRESSURE RATINGS (p,s.f) AND PANEL LENGTHS AS -_ * - . * ir � 07/17"I'm
<br />PER ELEVATION ON SHEET 12. � GLOBAL PROTECTION PRODUCTS, tic.
<br />li ..** ,STATE09� .4 F��_— wx-
<br />- -
<br />2, FOR NEV WOOD FRAME CONSTRUCTION: WOW � � z - - �__ _�_ - �_ 49M S.W. 5, STINEXT
<br />"
<br />'FESTING 41, 0
<br />.. ric)RID
<br />"I
<br />MEMBERS TO BE SOUTHERN FIRE No 2. W/ SPECIFIC -:0, I- -,.~ .W1 , ft Z=W0mWW=w am, rL
<br />-�. "7100�y - I .- I - -M, PHOND INARMS-75W FAX- M.M�M 20-175
<br />DENSITY OF 0,55 OR EQUAL __ ..:*;m -, ..I . .- . .z
<br />t4_000fols
<br />�
<br />It.- 1!5 K, - - . , I
<br />94 j�� .,. or in
<br />I I
<br />. I- - - � - - - I
<br />—
<br />MAXIMUM M,12. OESIGN PRESSURE RATI x.f.) ANQ CORR PONDING MAXIMUM AKHOR SM082
<br />SCHEDULE MR MULAR STORM PANEUJI)IN *0 CONCRETE A QQhIMETE BLOCK STRUCTU
<br />(VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5)
<br />MAX A.",
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.0)
<br />MOW _M� -7*--
<br />UM ANCHORS SPACW0 FOR MIN 1�0. PER SO& BELOW
<br />APPLIOW
<br />TO SECTIONS
<br />I
<br />& ANY
<br />MAAMLM I
<br />PAND,
<br />LENGTH
<br />Ic
<br />(".)
<br />km, A.S.D,
<br />OCSIGIN
<br />PRESSURE
<br />PAITING
<br />(P..J.)
<br />I I
<br />BELOW
<br />MAMMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE *
<br />APPUCAM
<br />TO
<br />& an
<br />OF 114M
<br />mm"
<br />PANEL
<br />LENGTH
<br />.V
<br />00
<br />—
<br />-
<br />__
<br />FEMALE,
<br />10
<br />"
<br />I PLUS
<br />ZAMAO-NAWN
<br />,
<br />CAL -IN
<br />__
<br />LUS
<br />___
<br />To
<br />am jk
<br />TO
<br />CONCRETT
<br />2k
<br />TO ,
<br />�
<br />To
<br />-
<br />10
<br />"tior"
<br />H.-I
<br />To
<br />omarm
<br />IC-.k
<br />_,o
<br />IC -A-.
<br />"As"""'"
<br />OF THEM
<br />16
<br />MAM
<br />p
<br />a m
<br />to
<br />m
<br />CTME
<br />TO
<br />-To
<br />It
<br />tte_�T*
<br />hish-
<br />10
<br />9&_
<br />-CAL
<br />TO
<br />-
<br />CoNa"
<br />>.65. -S5
<br />+7 TO-75
<br />5,
<br />13'
<br />ly
<br />71PIM11-
<br />I y
<br />$V j
<br />12*
<br />Ir
<br />I to-
<br />I 00p)
<br />w-gr
<br />OR
<br />LESS
<br />+75. -15,
<br />TO
<br />+11%-I%S
<br />______,I_
<br />13'
<br />S.
<br />I,-
<br />10 1/2"
<br />13'
<br />-
<br />0 1/2*
<br />1 13'
<br />16 llr
<br />7 1/2'
<br />S 1/2'
<br />IV
<br />r
<br />F,
<br />4 1/2'
<br />t (TOP)
<br />I " -6.
<br />OR
<br />LESS
<br />1
<br />_i_,�_
<br />1�7 1:
<br />__
<br />Ir
<br />13'
<br />3�
<br />IV 1
<br />12*
<br />3
<br />IG,
<br />I (BOTTOM)
<br />-
<br />13
<br />-
<br />6 1/2
<br />-
<br />13
<br />T:r
<br />IV
<br />'.
<br />73,
<br />1 a"
<br />to,
<br />7 1/2-
<br />1V
<br />6"
<br />I (BOTTOM)
<br />_L__23:__
<br />13' 111'
<br />_§_A_
<br />.
<br />.
<br />, ,3
<br />_13
<br />.L_
<br />-
<br />_L _
<br />1.
<br />- I
<br />Il
<br />Ir
<br />-I:-
<br />13,
<br />IV
<br />2 (W)
<br />IV
<br />-
<br />S
<br />-
<br />i3
<br />r
<br />to 1/2
<br />is,
<br />r-
<br />-
<br />a 1/2
<br />3L
<br />__L -
<br />6 lIr
<br />7 1/2'
<br />5 1/2'
<br />IV
<br />-
<br />-
<br />4 1 /2
<br />2 fW)
<br />-
<br />ly 11,
<br />--L3:--
<br />IV
<br />-1-37-
<br />3L
<br />13*
<br />ly.
<br />7F-T-Ir
<br />IV
<br />io*
<br />2 (BOTTOM).
<br />IV
<br />71 .
<br />Is-
<br />13F_
<br />IV
<br />9 1/2!"
<br />V
<br />__L_
<br />11r
<br />!_
<br />to I1Y
<br />1 1/2'
<br />-
<br />13'
<br />6 1/2'
<br />-
<br />.
<br />-
<br />
<br />IV
<br />-i- -
<br />I y
<br />_2L_
<br />Ir
<br />-
<br />13
<br />r
<br />IV
<br />1V
<br />to*
<br />f cro,p)
<br />13'
<br />-
<br />7-
<br />__
<br />IV
<br />131
<br />,sr
<br />9 1/2-
<br />IV
<br />S, 1/2'
<br />tO 1/2"
<br />7 1/2'
<br />-
<br />IV
<br />61
<br />�3 (TOP)
<br />-Lj:- __21�_
<br />- -
<br />__L��_
<br />12 i/2'12
<br />-
<br />I
<br />il�
<br />5 1/4'
<br />5 114�
<br />I?
<br />L2 1,�2
<br />�
<br />-
<br />-
<br />. ;le
<br />.
<br />S i/4'
<br />1 (BOTTOM)
<br />-
<br />5-i-Ai
<br />12 1/2,17
<br />-
<br />�_Zvi
<br />W
<br />_�17we
<br />It T/V
<br />-
<br />0 1/4
<br />12 IR
<br />-ir
<br />a Ile
<br />--:;�--
<br />-
<br />-
<br />-
<br />-, -
<br />1 1/4"
<br />_
<br />C, I/V
<br />3 111)
<br />_=1-
<br />__ -
<br />--!: - __2��_
<br />_B�_ -
<br />T"
<br />-!-3:-
<br />is, li,
<br />-
<br />li;�_7_1�
<br />-
<br />a-
<br />---F.--
<br />I r -,
<br />-,
<br />1V
<br />- -
<br />is-
<br />W
<br />-=
<br />--ir
<br />___
<br />IV
<br />- _
<br />is-
<br />-
<br />a-
<br />-
<br />a.
<br />-
<br />is-
<br />____
<br />1 �!__
<br />-
<br />-
<br />r
<br />-
<br />_
<br />is-
<br />_
<br />IV
<br />---.-.-----
<br />_1_1V
<br />r
<br />_-,
<br />1.
<br />___
<br />IV
<br />-_
<br />IV
<br />o In-
<br />I Ir
<br />,--.-,
<br />1.
<br />__
<br />Ir
<br />---
<br />IV
<br />-
<br />77,-
<br />-
<br />-,
<br />II,
<br />__
<br />Ir
<br />-_
<br />IV
<br />s-
<br />r
<br />-_
<br />-
<br />___.7___
<br />12- -
<br />-_
<br />,2.
<br />2-
<br />a'
<br />__
<br />IS.
<br />-
<br /> ir
<br />____
<br />- 13,
<br />__
<br />�
<br />4 11F
<br />__1
<br />-
<br />__
<br />ir
<br />---
<br />to,
<br />__
<br />to-
<br />A vip-)
<br />-_
<br />( 11
<br />---
<br />S rfom
<br />-_
<br />5 (BOTTOM)
<br />___
<br />6 oxi)
<br />1*
<br />'--W7-
<br />7V
<br />--,-,-
<br />1.
<br />.
<br />- -
<br />-
<br />I-—
<br />6 1/2-
<br />��
<br />)�,TW
<br />____
<br />Ir
<br />-_
<br />-"-I'-
<br />__
<br />13,
<br />-_
<br />t-
<br />- --
<br />6;
<br />
<br />IV
<br />---
<br />TWr
<br /> ---
<br />__ _-,
<br />1.
<br />__
<br />-'--
<br />__!�_
<br />IV
<br />_.
<br />-- -
<br />*
<br />__
<br />I-
<br />-_
<br />4 i
<br />--'- I
<br />1 T
<br />I
<br />to-
<br />-_
<br />_A�_,
<br />- --.
<br />7 1/2-
<br />_____
<br />±_18
<br />r
<br />- -I'
<br />IV
<br />-_
<br />Yil_r
<br />---
<br />_-
<br />Ir
<br />_
<br />z!,ia-1Om)
<br />____
<br />li MP)
<br />"
<br />Ir
<br />7'
<br />IV
<br />"
<br />W
<br />iV
<br />___._
<br />9 1/2'
<br />- __
<br />IV
<br />---
<br />9 1/2'
<br />- - ---
<br />10 1/2"
<br />, __
<br />7 i/2"
<br />is,
<br />6-
<br />L(BoTrom)
<br />13,
<br />5 .
<br />-
<br />1_01�
<br />IN"
<br />4 I/2'
<br />IV
<br />6 1/2'
<br />7 A/r
<br />5 1/2'
<br />- llr
<br />6 (TOP)
<br />--- --
<br />-�-
<br />1 jr
<br />_i___pL_.
<br />/,
<br />It 1/4'16
<br />__�_,
<br />1/4'
<br />__!�L_
<br />-
<br />_Il�_
<br />-
<br />_13�
<br />- - -
<br />-
<br />--I- �
<br />-
<br />_!A�_
<br />6 1/4*
<br />6 t/4'flt
<br />(0011�).
<br />-
<br />-
<br />_
<br />-
<br />6 Ile
<br />-
<br />!.!/4
<br />-
<br />5 I/c
<br />6 1/4-
<br />it 1/.'
<br />6 t/4'
<br />-
<br />-
<br />_43-
<br />0 114-
<br />6 4/4-16
<br />____
<br />(801T.-3
<br />� r �4111�3115-
<br />13,
<br />13'
<br />lor
<br />IV
<br />To-
<br />I w
<br />a .
<br />13,
<br />16 I/21
<br />1 CTOP)
<br />I
<br />>51-61
<br />To
<br />81-01
<br />1
<br />-----JL
<br />__
<br />-
<br />'.
<br />is,
<br />-
<br />to I/V
<br />is,
<br />6 fIr
<br />1V
<br />6 I/2-
<br />7 1/2'
<br />5 1/2'
<br />13"
<br />4 1/2*11
<br />[W)
<br />>V_S`
<br />770
<br />.-5,
<br />I
<br />-
<br />Ylt-
<br />-
<br />_
<br />is'
<br />il'
<br />10 1/2'
<br />ill
<br />10 1/2""
<br />
<br />I1Z
<br />W
<br />
<br />-
<br />".
<br />_7�
<br />7-
<br />pe, E'1�
<br />_____
<br />1 (BOTTOM)l
<br />-13,
<br />IV _
<br />-
<br />1 1/2
<br />-
<br />___
<br />is
<br />__
<br />-
<br />13
<br />-
<br />13
<br />-
<br />-
<br />a
<br />__
<br />Ir
<br />---
<br />-!L-
<br />10'
<br />11E
<br />- 13'
<br />IV
<br />I (BOYTOM)
<br />.�_17
<br />--is I -
<br />1/y
<br />, -2r
<br />I-'-
<br />1V
<br />13-
<br />lcr
<br />13'
<br />to'
<br />11'
<br />Or
<br />3�
<br />Ir
<br />,
<br />2 (TOP)
<br />__�3�_
<br />r
<br />IV
<br />.-
<br />to t/2^
<br />-73---iF,q)72-
<br />13,
<br />L!/2-
<br />_
<br />IV
<br />1�1/2-
<br />7 t/2-
<br />8 t/2-
<br />IV
<br />--1-3;-
<br />4 1/e
<br />2 (TOP) .1
<br />-!3L4I
<br />I� 5'_vF_ii;__�V________,___
<br />-If-
<br />!_- �'/
<br />_!_�,:_
<br />1�. �/-
<br />!-'ff'
<br />--!L-
<br />-, s_-
<br />7*
<br />M
<br />- �
<br />2(901TOM)
<br />-
<br />13,
<br />r
<br />437
<br />Is-
<br />9 I1Z
<br />10 7/r
<br />7 11V
<br />:V�_1_12r-
<br />2 (awo )
<br />-
<br />73;�773-,
<br />-,r
<br />,_______
<br />13"
<br />!
<br />T_1/2'1
<br />1/2'
<br />.-
<br />IV
<br />
<br />O'
<br />
<br />A CTOP)
<br />is � 7 1 p-
<br />is-
<br />13,
<br />Is-
<br />)a 1/2.
<br />1� lIr
<br />!I.L/�:
<br />r
<br />Iz.
<br />r
<br />3 (W)
<br />'=:-i-1,-�jg1i2--1/r*i-1je
<br />_�21K
<br />1 1/4-12
<br />--L3*
<br />-
<br />I&
<br />_
<br />6_11,42�
<br />/*,
<br />-
<br />-
<br />-
<br />=17-1
<br />ic,E
<br />"
<br />, BOTTM
<br />!
<br />__ __
<br />- -
<br />__
<br />ij TIr
<br />_
<br />i2 I -It
<br />__
<br />6 I/V
<br />6 11�C
<br />_w
<br />12 1/2-
<br />-
<br />S I/--
<br />-
<br />-
<br />-
<br />-
<br />-i _IP4 .....
<br />I——
<br />-IrA
<br />R
<br />-
<br />PT-M.-)
<br />i-m&i�w)
<br />-
<br />OFFi-
<br />F_
<br />_��_._w__
<br />7-1/2'
<br />F-
<br />-
<br />3�
<br />- .
<br />- a'
<br />__
<br />4'
<br />__
<br />A V/2'
<br />----.!
<br />V
<br />8 1/2'
<br />2 12!�:
<br />_( -)
<br />4 (TOP)
<br />7 11r 3 qjr
<br />ar
<br />-
<br />___!�__
<br />2'
<br />_!_Y_
<br />L,
<br />_-!--4,'-
<br />+,
<br />�--,+-,F-
<br />, �`
<br />r
<br />y
<br />"
<br />Ir
<br />-
<br />6 11r
<br />,-
<br />-
<br />r
<br />0/2'
<br />-
<br />-9-
<br />-
<br />a-
<br />.
<br />_73-T-9-
<br />-
<br />__
<br />6 1/9
<br />__ __
<br />, -
<br />_. 7'
<br />-
<br />4 (BOMM).
<br />I er I -
<br />8,
<br />I -
<br />'.
<br />I
<br />-
<br />I
<br />a"
<br />-
<br />-
<br />,F
<br />-
<br />" I -Ir
<br />!
<br />��:
<br />I r
<br />1 is-
<br />1 IV
<br />'IT ,-/I
<br />=,E
<br />K
<br />1=1I12
<br />t=.'
<br />1.1,
<br />[=
<br />is M)
<br />13'
<br />___
<br />5 1/2*
<br />13'
<br />'y
<br />Is-
<br />-1/2-
<br />7 4/2'
<br />Is-
<br />fil
<br />5 (TOP)
<br />-
<br />I I
<br />- -
<br />13:
<br />1 15-
<br />j___j_r
<br />�101/2'
<br />".
<br />,.,4
<br />/,
<br />" ,/�t
<br />I B�
<br />,
<br />i i7":_
<br />�(_)
<br />, r
<br />7
<br />-
<br />,
<br />13,
<br />-
<br />It ,/�..
<br />g 1/2
<br />-13-TO
<br />10 I/V1
<br />7 1/-I
<br />-
<br />14
<br />*
<br />1 !
<br />5 (NOWTOM)
<br />'L,
<br />, I 'Ir
<br />*
<br />LL
<br />i-
<br />IV
<br />Is'
<br />IG 1/2'
<br />is'
<br />III) 112'b'
<br />I /_�'j
<br />r
<br />1 ir
<br />1 7'
<br />1600P)
<br />13,
<br />1A
<br />_L_
<br />_
<br />L1�2�
<br />3.
<br />_�
<br />6 J!r
<br />7 1/2-15
<br />1/2-1
<br />13,
<br />4 '72.
<br />_iL-4
<br />I �_
<br />_____P_
<br />�6 jj�
<br />_ 7
<br />�
<br />G 'I
<br />_
<br />&jnj
<br />� 1/4'Lll
<br />_
<br />=
<br />=
<br />-
<br />-
<br />I -
<br />I -
<br />6 .
<br />1 1/4
<br />6 '141is(sait-4
<br />-
<br />-
<br />'I..
<br />_
<br />-
<br />I -
<br />is q4 -18
<br />1/4-
<br />6 (WIT
<br />-
<br />m SHUT 11 MR AtCHORS IWE It GAACjAo FUR AIRIMAXTAINS INYO WOOD MV& AVRm=L
<br />. "i"UM OXHOR SPACMW AND "NtAl SWE MANM AIM WICATM ON THIS SCHIRWAL l`CR r b
<br />U:n THAH IMIALATCO og SCIWAE AWI= PAW" SIPtW Ify "TK*4 VAIRIG SHNIM ON
<br />SCHIDUAC W JW_ f&.MM FACTORS MR VHS OPERINTIO11 TO K POSSIKC ROUCCO VAM
<br />OVAP" USING PACIOR SWAI NOT RE =5 IHAN "" ".W IMOOMID folk VICIi ANCHOR 1-r.
<br />M I'" ScHakx.L
<br />ANCROR TYPE
<br />_ __
<br />- � 1/4-jp
<br />000"
<br />_ 1141.
<br />so,��
<br />V/4'.
<br />ve.
<br />'I
<br />l/41.
<br />1/4".
<br />1_jgi�_
<br />E&JU It
<br />_";i�l
<br />
<br />__
<br />ohut�
<br />MINIMUM ANCHM SPACING (01)
<br />3
<br />3
<br />�
<br />$
<br />7�
<br />2 'Ir
<br />ffi
<br />21/2
<br />-
<br />11
<br />Not"Wrost,
<br />I
<br />OA.)
<br />__
<br />3
<br />_i__;/1
<br />___Z� -
<br />4
<br />3 1/r
<br />5 __
<br />WrIANO!"A
<br />f ,�jo��jm
<br />-
<br />_i�,_
<br />I va-
<br />3 01
<br />__
<br />31/1
<br />,, 11ir
<br />4
<br />—
<br />2�
<br />amomm f-D.
<br />FACM
<br />�
<br />I - ,170s____ -
<br />., 21!� ,
<br />., -
<br />- -_ - ---
<br />-
<br />_____
<br />-
<br />--- -- -- --
<br />�
<br />- vv______ __
<br />�- --- _�t,
<br />__ art,
<br />- -
<br />- ,
<br />-
<br />-
<br />- ,---
<br />- , ___ __
<br />- __ -
<br />- I.iii,
<br />- � -
<br />I t
<br />r
<br />- .1 - __
<br />-
<br />_-- -
<br />____!_!!___.
<br />,ii
<br />,W
<br />- -
<br />-
<br />=161,
<br />SPACINGS ONLY VAUD WHEN SPACER (V IS USED. SEE MBLE MAX xSt1
<br />I- DESIGN LOADS & MM� PANEL UENWHtS VINEN SPACER " IS I
<br />TAU AT A
<br />A.S,D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />F,.-I.
<br />> 40 PSFTO 50 PSF
<br />6'-2-
<br />I > 50 PSF TO 60 PSF
<br />5.-10.
<br />a Ma� PA14EL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W1 @3 SPACER AT 12 1/2' O.C,
<br />— ___ __
<br />JN5:EALLAM9N DEJAILS FOR LIEE SAFETY PANELI)
<br />;.,4 _ �UREO 1/4'0 TAPCON,
<br />,:=04 GURED 1/4-0 TAPCON___ ___= 114-f IAPCOA1.__ __ - _ _-,---
<br />._ - OR , NCRWOURED GO _ � 9STING POURED
<br />D�C� : 1W ANCHOR a 91 01C. - OR ANCHOR 0 9' O.C. I ANCHOR OR' D.C. i - � Olt
<br />;1 CONCRETE BLOCK I CONCRETE BLOCK �/" CONCRETE BLOCK CONCRETE BLOCK
<br />. ,
<br />, . REOWRED. , REOUIRED. % SECURED,
<br />ji
<br />4 , REOUWW� I 11
<br />I I LL
<br />� 1 -1.20 � r,4) � , I.
<br />i .... 14) 1 i 0
<br />�1� I" , ,� � � 2
<br />W , , , � � T
<br />_
<br />,__ 4 - J � i _ -i II I ... .... f . . .....
<br />. V, I/ . � 1/4* I , � 1--, � _� 11. . _. I I/e f - I "
<br />) - Alm i ; - � ,� I ; � "I
<br />11
<br />, n, , � ztia!r2�,+ kX.- ------,-,- �� MOW, - __ - "I � K� ---- -- � --- ___f
<br />I � -
<br />4 ,�. I I
<br />� _ - -I ! -I
<br />,
<br />1 1 -� r 11�5;�111,
<br />.
<br />E.D * I � - q � I
<br />, � E.O.6 , I 11 too -�e ,�,�, . E,D,* ,'��'
<br />I R ,
<br />. I � , � ,
<br />i : -1.
<br />� �_ I � - , j" 11
<br />I I -11 I I W .. - " I—. ,�
<br />I I 1 0
<br />1/� I I � I I
<br />I . e —, __ - $
<br />111. I - - 1 , r I � I � �
<br />: _01 1 - -(�) I ]�- , f) . 10)
<br />3 " I i 11;1 ,
<br />i� i i 0 I' mt� I I " 41 r wm� I i
<br />H-SEPARATJOW- t � 0 1 O-SEPAMON-- I I
<br />11 g�,ftv j ,V41I-2011, , "'$TM 1 70 OLASS- ___1 . "r
<br />- - ,, - - - ��T____ , f,i. III I "I-,,,;, - ,,, ,A��-'tq �
<br />T I I
<br />I I -1 � . - I �
<br />, "T, TO .- , -�`-*��.p ,I - - 1 V, �
<br />K'SNA.41 I �,] - mo* i - ,-
<br />,A,;, " Irt., ,-7,��-�', 'L, i'. "" : - i , _.V, '1177, =.It �_6111 _ , _L,Azl�l a 0, � I
<br />, _ _ / I _ U.", I I it � _ 6 " ,/ Im n:w Iwa F I
<br />11 . I umt, .,m ?'_Rj ill � I wom o,at 7,�n ,,
<br />d % I il � f - . i , I � I
<br />P f i I I
<br />I , 11
<br />11 I I, - 1 11 _1 'Ll M`4L I 0 I
<br />It - A - - - I -c U.. I ! I V MAX. i --- __ I ! - , - 11 MAIL
<br />. �. __ I PANEL LENGTH 11 . J-1-
<br />11 I PANEL LENGTH .4 - � - �_ I I S PAKL tENOTH I . I __ __ - -I,- - (5- PANEL LENGTH
<br />- __ � __ - ___ J - ELEVAII)
<br />0 ._____,11 _ (SEE ELEVATION 9 I � (SEE 0"ATICIN F __ -.11111 - r � (SEE I I I I ' (SEE ELEVATION
<br />. I', , -
<br />- OR SHEET 12) Y_ - I i ON SHEET 12) ON SHEET 12) It I ON SMW 12)
<br />1 ,-,__I___ , ,I
<br />I - IXTON -
<br />0 1 - -, I 0 __ - I �'; I, !
<br />, ".
<br />. I ". I - 11
<br />T--SEFAW"- I I I It .1 I j : 11 TO 0 . I I
<br />It TO GLASS I - 11 :
<br />it i I .,--. - .,----- - i t-
<br />� i F____ - ____T_ - i o I IT- _____ i,
<br />, � ,�
<br />k � � --cl) � , ,
<br />i I i i I i .. �
<br />I
<br />1 W2 1 � I � � � f L/2 rr I I I . �
<br />I i '� I
<br />c i "I, , 1'11�1f'11111 14 - -- - - (A) � � I �
<br />;,�, , � I ��,
<br />I .. " , -
<br />I I � I I i �
<br />; 1), 1 1
<br />-11 � � O" W11- 1 1�- �,.,, I I
<br />� . I �
<br />� I _61 " � I ---0.1 : E. � t ,..- g.,,;
<br />Elp` �,��i I - 0.6 I �
<br />I �, . �� : - __@ � : . : I � i '�,,%� i
<br />,;�,�', . - - - -(1:0: � � ' . - . � � I
<br />I __ , I
<br />t � I � 1 ealmoc 1
<br />: a itti/t � :: - , - � . . I I I . ! f
<br />,
<br />-
<br />,
<br />I- I I ot � I L- - I I I ED ,F' I - - r— __ - ----! - . _.
<br />I I.- _1 1, .
<br />3/4* 11 � - __ ---.,I, __ - - l, I IL ___,__i____I ED; . . . . . . . . . . , .. � - _W=3 " ma 11
<br />� _ � I , , I . , AD
<br />I .,
<br />I .. .
<br />11 I � WM
<br />I I
<br />, "..
<br />I,
<br />1, 11 __(��) ... I -A) i . - I
<br />I � TAP � 1 1/4-o TAPCON I/rs TAP,100N /,Vp OPON
<br />� __�/4'00tl Cow � 1_.-hqCWR O 9, G.c : ANCHOR 0 r O&
<br />� CH
<br />p O 01 GO, i ANCHOR 0 9" GO,
<br />I I
<br />; -0 i _p0NSctf4VWyeAJ0KO CONCIRM OR
<br />=POU _ EXISTING POURED CONCRETE OR
<br />I 8Lm00"Cam ON � to 'L M �, Empoullm CONKAM OR
<br />RECUIRED. -mWRETE BLOCK REWRm REQUIRED Sm REOUIRED,
<br />SUP&M-R--ilk SLMIQN 9- =
<br />0 X�_ RANELS OI M&UNEL 0 REGULAR PANELS 0 LIEE-m" NEL
<br />WALL M-01INTINGS WAU moutmNGS
<br />WALE 31S.I* ...mit'll"i-l"Afs'.. SCALE 3/8-l'
<br />- im
<br />S=& "I FOR ANCHOR$
<br />INK I(* INSIAUATIONS; INM
<br />ARM= Tft
<br />__mrt��
<br />'00m
<br />—
<br />W*A* MOM stloomict 0')
<br />3
<br />WOOO ,.AME BIALONGS.
<br />MINIMUM ANC" SPACINGS AM MPI"At
<br />*-- mal_.
<br />13
<br />SOCINNOOLLAZU'ro. ==WD
<br />ON SCWXME RC[A= ANCHOR SPAC010
<br />Ify MIAMI** SIPACM SH0sN -
<br />SOCOULE BY THE FOU40910 FACTORS
<br />m THIS OPERATION To RE POSPRIL
<br />__"
<br />most. mor mvn M
<br />FACTOR
<br />jt2'_
<br />m3!i
<br />RUDUCED SPACING DOWNED Um
<br />FACTOR SKU NOT HE Lm WON
<br />___ --I _ __ ___
<br />_�� �
<br />______ � IA. .---------r
<br />- im-1-
<br />__ ---
<br />MWA46U SPACING, "MCATED I'm m"
<br />ARCim Vfft a" mm scmum
<br />__ ___ - _y 1
<br />DO
<br />- - ---- Z
<br />4 4�_
<br />- .
<br />— LNSI&LLA-TION QEIA-ILI E0_R UFE SAFETY PANEL .. I
<br />INTO WOOD 5TRUCIURE
<br />I
<br />I
<br />I
<br />- .
<br />7:,�_-- -- - I,- __ I -
<br />, , , , -r - � �
<br />I � i 1 i, " ii
<br />" I . 11
<br />_�
<br />,� .-, 1. /
<br />" - _170 , , --'- �'
<br />11 11. � I" - 11 HEADS "I _ ';`,
<br />1� _'. __ 41 - - COUIRED 6 _-.,,� ,- - - - ,. - -.-.,R p, Virtual Re
<br />, � W /
<br />,�', , - .1 _" _i_"fi drIs Review viftAsoisr
<br />__
<br />,,,,,� - - I - _--m 11 J� /
<br />,", , -, � r/ '
<br />� I , ; 1CO '� - ;', ' - 9f'6T*;9mPl'_' 'umMeted -
<br />I , � 11 - i lfi;m. IN D. I �
<br />" i r ft
<br />,� ,�
<br />, . , , i�! , I , , and
<br />I
<br />,�, , I , I , ', / � � _uc With the
<br />I ", � � aPprove
<br />� ,. �� I ,
<br />I �, �� T � I , , , N 1� y
<br />I
<br />, I L_ 11 I I'll -, " L, , "� I 1 02 2
<br />, ,
<br />, � - 11 .,.; ��. �� Ij h9C 7th
<br />1; � I
<br />1 1 702 "" I h De"Id Anne
<br />-
<br />-
<br />.1 Souloak !-,-I j ;x� .0
<br />--e .,/2� ; I mefg�m 1'. p Kla i
<br />,
<br />"I I I I � 1/4" � .1 q " I � f ,1, � 1/4-r P 2300
<br />-t- ,,, / �
<br />11 M
<br />/ I � � i � mm- .1 , MA- - � ____
<br />I
<br />I I � 2" i� i --- , I I c , . �, ;t� � I
<br />� " I ` b I mi)n. � i i
<br />,1 Min , �tl . " I- � i �
<br />: � , f . .., I \ � I
<br />j.j I
<br />,,, - � , " 1� L - I
<br />" r-F !�' - - L' I � � I �
<br />�. I - I �
<br />�
<br />I f� I �
<br />_rT1 4 1 011
<br />I (D I
<br />11 �
<br />I a 1".. -11 1--_ - '11".`� I
<br />f � �
<br />rr
<br />,,� . , #�L___, -I--- I .. v ;
<br />, , .
<br />�_'.'%Xilip I
<br />=2q,
<br />� � " �
<br />9 �V`I,_ I,- ot 11 - - (Wrotimmm. "- 1, �
<br />0 1 MOM O&" 7'-f't .24
<br />It t�� It " t
<br />I It � ,____ -_ � v ,,,-
<br />- - wx it _______ _ _ IrJ
<br />.
<br />It 4 i____ , __ , _ - �, , ------- - - � -ANeL LENGTH
<br />I
<br />1 PANEL LENGTH I- ELEVATION
<br />!; 0 , i It f f
<br />, I (SEE ELEVATION ON SHEET 12)
<br />. " f I
<br />I .�= t- � -- z, �T I-. - E ON SHEET 12) a _ T_ - -1 -A
<br />4 � I o I � 1
<br />I
<br />i U� __�_] � I
<br />W'� ... �� - - . -1— - . I
<br />,
<br />f 11 W. -
<br />ilk — ---' -- I _,,— � It t -T ;,
<br />I It To GLASS� ; #---SEPARAIION - - I
<br />—I)
<br />I
<br />It GLASS.
<br />I i.
<br />� LIZ
<br />__6
<br />. - r1i Irf I __ - I :
<br />I j - I 1, __ @
<br />- _� I ._�I I
<br />I - I
<br />* ;
<br />& I" .-- , I I 12 ur Olt i IL_ __ - - - K 2 Ilt - �
<br />,f
<br />. - - _ I 1� 11 I
<br />I
<br />. � .1
<br />)- �, --- - . , �
<br />�,: r- " - ___ W �- I I
<br />.
<br />! * �_
<br />' S�,�__.____t�___ I E,11- - � -------A--,-. -1
<br />EO, . -
<br />,� _� �
<br />I_ , U - I lz�` I
<br />I i
<br />", � ; � 7 1'� i .
<br />4 i ]I'
<br />H1 - � i I I I
<br />V-4, Wopq, , Woop- �� ,--+,.! 1� � ,� ;! �
<br />, , __.` � � jj , 2N4" - , I
<br />PLATE I" I t It - PLATE 1 �
<br />I
<br />,:,
<br />REQUIRED 'I � i � , �� ;I REQUIRED
<br />, , ,,,, � I , i�! vo- pma,w-m PLUS
<br />�� ANELMATC PULIS I'l-i � L" � I -.11 - -
<br />I i " � -- � X.".O.P & 12 I/2' Q,c. � 'u, , � ANCHOR 0 12 1/r O.C.
<br />. i I � 4- �� .
<br />��j 'r I � . I I , � �, �
<br />, � � 4 , , , � I i �, [
<br />��, L ; � i I � ,
<br />� ,
<br />I
<br />. � i �� � � I I ,
<br />I �: � : I j I I f ,
<br />- - , __ , i
<br />I �, 2 I I
<br />- - -1 - : . 1J
<br /> -I-., � - - � ,� __ I- �.__ T
<br />ALIEPHAIM 8-3AW 0 E. H-Um
<br />�"",1107"N,,
<br />I 0*1 Ik Pi Itt '01,
<br />,
<br />. JAAAM� �� I %r
<br />SCALE 3/8- I' ... " .
<br />,ii� ' **'** '
<br />'...
<br />.
<br />I .
<br />Z ! o.441 '.. S FLORIDA BUILDING CODE (Non High VoloClIty Hit COTTO Zont)l
<br />= .
<br />B*: * :m=
<br />- . . z AVm %nm #K`1 24 CAGE GALVARM STEEL STORM PANEL m
<br />, cc -
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S�0. ik I - STATE OF .,,-', _2! �,",
<br />1W. 11 41
<br />'
<br />DESIGN PRESSURE RATINGS Cptsf) AND PANEL 11 . "ZOR * - "� IL ECOm.- \ GLOBAL PROTECTION PRODUCTS. U.C. Q`/Vm/v"`W
<br />11 ,-! *
<br />-.1i I �
<br />LENGTHS AS PER ELEVATION ON SHEET 1Z -:�* 7 , .= S.s. W SWISE' -
<br />2, FOR NEW AID 0 FP ONP L , , /,/'= , ,1OPVIq a �. W"'AAM 4
<br />-
<br />0 AME CONSTRUMON: WOOD , $M%= 'W "'"' n- " 20-175
<br />'T�Xj�_%�
<br />WEM, "ES TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4,14414.1to", � 'r %�.S,a ,,NO,,C (01.1010-75W f*- 0")40 -sm
<br />DENSITY Of 0.55 OR EQUAL � -W.a-- I - I- I — I - WW-4 Ht'
<br />� CA-OM719 f
<br />A a P�C. SCAL^0ATURf"Um %T%�& lug I I I - 2! A I
<br />— � - J.- I 4WEF I �Em A - I I - ==11f is �
<br />I I
<br />'02
<br />,6V
<br />,
<br />r-----
<br />-4--i
<br />(1)
<br />Q)
<br />c—
<br />cn
<br />-0
<br />2
<br />—00
<br />>
<br />0
<br />(1)
<br />c-
<br />-+-
<br />-1.,
<br />=3
<br />_0
<br />0
<br />a)
<br />L_
<br />0-
<br />c-
<br />=
<br />0
<br />2
<br />c
<br />-a
<br />cu
<br />-it-
<br />0
<br />-0
<br />a)
<br />—
<br />Q-
<br />U)
<br />-
<br />a)
<br />-t!
<br />c:
<br />=3
<br />0
<br />CIO
<br />0
<br />-
<br />-0-0
<br />-=
<br />=
<br />&_
<br />"
<br />a)
<br />co
<br />=
<br />0
<br />.2
<br />-
<br />CU
<br />E
<br />,.+-
<br />0
<br />co
<br />>
<br />.("
<br />cn
<br />-a
<br />a)
<br />u.)
<br />E
<br />a)
<br />-I-
<br />cu
<br />"O
<br />ca.
<br />_E
<br />�—
<br />_0
<br />,+O-
<br />. C
<br />0
<br />n..
<br /><
<br />0!
<br /><
<br />z
<br />z
<br />W
<br />mi
<br />64
<br />:3
<br />U)
<br />(1)
<br />c:
<br />m
<br />0
<br />11111
<br />L.
<br />L.
<br />=3
<br />Uj
<br />�
<br /><
<br />:z
<br />a
<br /><
<br />__j
<br />CL
<br />_4__j
<br />(1)
<br />a)
<br />=
<br />U)
<br />m
<br />>
<br />0
<br />L_
<br />0_
<br />0-
<br /><
<br />_11_�
<br />0
<br />=3
<br />0
<br />0
<br />L_
<br />0—
<br />Q)
<br />cl)
<br />m
<br />m
<br />SHEET NO.
<br />SH 1.4I
<br />
|