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-
<br />END CLOSURES DETAILS F-08 INSTALLADON IN PORED CONPREIE,
<br />CONCRETE BLQPdK OR WOOD $TRU!QTURES,, YAU - R REGULAR. UFE
<br />SARn & E-Z HANG STORM PANEL (j) SYSTEMS
<br />�1, - I
<br />-, k I
<br />I
<br />.. --Ili,, 'm�
<br />- , q 0 P OR mm I ,
<br />. I 2'. 3� , .093, " , , 08 4
<br />1 Q� fR44 no 0 " ' �71401AIIDV
<br />n I, I & (go 1 3 W.-tv Aum GPJ xx"`�
<br />" 3' ' " I '
<br />� ,,�', 3le '
<br />"I V#0 '� TAPODN 0 Ve"
<br />11 �0 ! I 31e '� -4
<br />" * � 12 G? " I
<br />� -.2 1/2" "ME T12- OX! I 31e I.
<br />I 4 -
<br />POURED C9NC"E1'E. CONCRETE
<br />"Rut-i ANCHOR of 1�1'071*" �
<br />SUJCK OR 21le wCown I/eo. I 3 31
<br />RWURW =110MONNq - I' I.n _-
<br />I
<br />, __ , 11
<br />OR4 ((-X-) I - I � � _-
<br />2*,e*00 Fh" AA W-F PAMa ' -51
<br />RWMED ,
<br />_, I _ CAP , �-
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<br />I � , , i
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<br />I
<br />= I i "' I'll *,- I 11 1, "
<br />\w 7MIA , � i * RATE LED LOCAUIN - I
<br />o
<br />/Cl
<br />, a ?I' Q.t I .2'. =' 70
<br />- , �, VAIdES - 2 . ,*
<br />-, ��/ :1. 2; "'... Z5, 111�w �
<br />f,
<br />- - ;K,:
<br />- 57 M- 1, I
<br />1, GO< L ALLJM OR
<br />LI
<br />. ps MO, k 3ANGLE ,
<br />. 154 �
<br /> 1- -1, I
<br />:=R:07FRETIE
<br />21 x e x i1p, I �` - I� I .:� - - - 'MIFI!tFfft5fts, �. � I- ill METAL UNT P w 1= I
<br />� 1
<br />4 , 1 I I I �1- RE0114"
<br />31 "m � 2 f/2, - uu / cl I
<br />To
<br />=
<br />sm " -1 2- - I
<br />1 MhL
<br />Calif ALUM, '
<br />M.. 1/4
<br />I I
<br />---- --!--- - - - - - j M- CAP \1/
<br />.
<br />41 12' OLI:- 310ffi-H1- OR 0110-16 MAC'
<br />W/afc~ Cont. A- Max
<br />I
<br />C , ASE A PLANT CASE B PLANT CA PC (P CASE D (PLAN)
<br />SCALE 1/4--1- SCALE.1/41-11 SCALE 1/4--i- SCALE 1/4"-1'
<br />1.
<br />I IV SOLID -SET OR CXKN
<br />TRIM AT- "OR aw PANELMATE,
<br />Fi'GAiE' At
<br />----*.a 19 4fo OR = '-: MMI.- - t
<br />POuwm CONCRET I I an rw WOOD � SIDES.a UK)" � Sc*dvjLg
<br />I
<br />7 - PAHB ADD 2W WOOD FRAME e kb,-f (�) ,p6 (m I -�Z;WA
<br />CONCRETE: BLOCK VARIES rRMft ROJOUIRED � AS APPIUCANIS j 106 11)
<br />� ,
<br />Amu� I - -- .� �- -
<br />I =
<br />I&I 11 ,
<br />OPENING VJIDTH)" I )):
<br /> % I 11 -
<br />, 4 x
<br />,
<br />� REQUIRED � - �� I H p/.
<br />1 �) I I -
<br />-,",
<br />I t---(2.a x-
<br />4 OR4 ar. %I= -w .
<br />VARMS Am . To
<br />!
<br />I : 51 AbL
<br />I I ! "ILL INC. Cur no p0a)
<br />X - SA. DISTANCE - - - - - - 'A --y.-Cm
<br />I ; 1 (TY0.)
<br />1; iN "
<br />; ,=�
<br />I. \ / '! , I
<br />1�N��- _
<br />�-% --- -- -,-j QASE 9 (ELAN)
<br />. / :r 0"V10IHJN"%A�,,
<br />., \, --r,..l,) =ILILmant. ,�,Vv A Tit, ,,�
<br />N~ Is " '
<br />"so :- /A * SCALE 1/4-.1-
<br />ZZ, L
<br />\ . I. ,
<br />AO-i- VALID FOR DIRECT MOUNT WALLATICIN ONLY &
<br />�!�/ 4'..' ". ✓"A
<br />-O.... 1 vk$
<br />I I v � CER77TEM PANEL iNSTALLATION AT WALES W1
<br />r '%' %,
<br />..
<br />I1. NG( 44,167 *' I SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />T I
<br />= *
<br />* .
<br />t 1 :FLORIDA BUILDING CODE Non HIgh Woolly Hu
<br />I *f w cons Zone)
<br />-
<br />a.::§1-. 02M 11.11110% OIL 24 CARE GALVANIZED STEEL STORM PANEL I'A
<br />1GA5E E (PLAN) CASE F fPLAN , STATE OF ' '
<br />I , r -
<br />41
<br />SCALE 1/4111. III SCALE )/4'-I* sv,R"Zomo, .. au" 401.
<br />I �Y�, . �� , . I I
<br />,� " -1
<br />-
<br />I'll -/ *� GLOBAL PROTECTION PRODUCTS, U-C. """
<br />4�1 I I
<br />111111"o - . / I L E C 0 . .. - � am,
<br />� --
<br />.11 , TESTING & cwmm 4= IVIV. 61 SIRET
<br />;97111 --.-, - ;,we I . " p" ft- -14
<br />WNW *_ 20
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<br />1--�Mw,l 024m, PRONLI 0.9=41 CmHpw�zm
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<br />-
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<br />!Yli
<br />1, � J � I
<br />- witst, 17.11 PC 11 � 4---m a -,, I
<br />I
<br />I
<br />MAXIMUM A.5.9, DESIGN PRESSUREMNO (R.s.f.) AND ORRESEONI)ING MAXII&M ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL OINSTALLAMONS AS PER 4TERNATIVES 1w THRU 4W, ON SHEETS 5 & 7)
<br />MIX- A.S. O'
<br />DESIGN
<br />PRESS
<br />RATING URE
<br />P.,f.)
<br />MAXIMUM ANCHORS' SPACING FOR E.D. - AS SHOWN ON SHEETS 6 AT 7
<br />APPLICABLE
<br />10
<br />.........
<br />'u"My
<br />OF THEM
<br />J,AGMUM
<br />PANEL
<br />LENGTH
<br />IV
<br />(14)
<br />11
<br />TAPCON
<br />JAG SCREW
<br />PANELWTE
<br />num.v 6
<br />PA11=TE
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<br />12 1/2-
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<br />2w (BOUT.')
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<br />fir
<br />(BOTTOM)
<br />t 1/2'
<br />Ile
<br />I 1/2L-
<br />6 1/2'
<br />0 1/2-
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<br />A 1/4'
<br />19 1/2*
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<br />_
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<br />1 4 1/2*
<br />71
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<br />-iBD
<br />I 10 1/2,
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<br />. I
<br />- -,
<br />I. SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX, PAWL LENGTHS WHEN SPACER A IS
<br />USED, CM&SPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 - I
<br />--- -
<br />MO. A.S4 ,
<br />OrSIGNPANEL
<br />PRESSURE
<br />RATING
<br />(P..f,)
<br />Mvk"Um ANCHORS SPACING FOR 60. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />ALTERWYE!
<br />Urn -ON
<br />Or THEM
<br />AWIMLIM
<br />LENGTH
<br />IV
<br />III,)
<br />--
<br />TAPCON
<br />LAO SO"
<br />PANELMATE
<br />FEMALE to
<br />PANEJUIATE
<br />PLUS
<br />WOOD RUSHING
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<br />II SEE TABLE#1 FOR MAX, A-&O. DESIGN LOOM & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDiNG ONLY TO ALTERNATE 2W ON SHEET 6 I -
<br />TPALE
<br />it 6 .
<br />kS.D. DESIGN LOAD
<br />I
<br />MAXIIIAUM PAWEL
<br />LOOTH
<br />40 PSF OR LESS
<br />Br -Er"
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />1 > 50 PSF TO 60 PSF
<br />5'-10' _
<br />6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE MIMALE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ Q9q IP
<br />,,(_Mftf,Q 1/2* D.C.
<br />A . _
<br />INSTALLATION DMILS FOR LIFE SAFETY PANEL nj
<br />INTO POURED CONCRETE OR QQhICREIE HLOCK UIMIURES
<br />I/e#`TAPCOj_,- 0 114e-0 TAPCCTW__ POURED
<br />- . . ,` WNWOR . ETE OR
<br />CONCRETE BUD" -4- . . .1.1', CONCRETE BLOCK
<br />�., REQUIRED REQUIRED.
<br />� .
<br />i 4 15
<br />I-- i --4) I Ili
<br />I 1 Ile F Ilr (ILA'Ixw, Mkx--- -I
<br />I I
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<br />OLA - ,�
<br />- I 11�1.•,:.: -,,-.1-1.1 ff ot 1w � - �
<br />I"•111.1--
<br />4 i =-.:-,•, : 11
<br />I CLASS I � I,
<br />I mr. I - - --- I IL
<br />I I I
<br />I 'V 'Va.. IL-.,� � - -i I �, I I � v MAX:
<br />!= U PANEL LEWIN ."-- - S* PANEL LENGTH
<br />11-111- (SEE ELEVATION I i IO�SMAWN
<br />- -,- I
<br />.- I 1 12)
<br />I I ON SHEET 12) T. _ , _-I
<br />I I
<br />GLASS I I i �
<br />A ; �. -- I
<br />... " � I
<br />I I I
<br />I L
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<br />T
<br />=Mq ; Elit, � ! "-- - CONCRETE W- 10 I �
<br />CONCRETE BLOC -@ CONCRETE -1 .
<br />RECLINED, I a vr = I REQUqm, ; 1103JR111
<br />I
<br />i
<br />I - I
<br />------t.-I -j - I
<br />- ---- - --- - `
<br />I
<br />� I �; � 111 -
<br />I
<br />TE P14X
<br />ANCHOR 0 12 1/2' C. 0 REGUMNAS ,./-u:,-.E=, i 2 dwiffimLo.
<br />SEE SHEETS III & is fm ANCHORS TYPE & WACING MR V"!��
<br />Rtgm"nm Iwo WOOD mkw K^M"
<br />"JIGUM ANCHOR SPACNK Mo MINAPN foot DwAmer
<br />ARE WAIGATIED ON WE 5C1%CJJJLL FOR te 1153 140
<br />004A= a" ScHEWLE REDUCE X40M SPAOR4 BY
<br />Mmexf S= 94M ON SCHODULE BY THE
<br />FMIOV440 FACTM, FOR INS O"TION To K INCOME
<br />RMbUCE0 SPAOC ORNM JIM FACTOR SHALL HOT BE
<br />LESS TKAH Mwetuik sPACIA0 www FOR EAW Aw" "'4000114110",
<br />.TYPE 00 THIS smanmE. 01 14,
<br />le '. A �� A TIQ,
<br />ANCHOR "m L__±_ M4 AP . , *.
<br />p;/ ��iiN v
<br />WWAK ANCHOR SPACING 00 I I �, % S FLORIDA BUILDING CODE (Non Nigh VototIfy N 'cans, Zone)
<br />... 1co-0 W) 3 3 i .1
<br />ww"oAf jce,I,stII%P*O0 - 310 1*, * : Pma 'Amm w- ".
<br />1 t I * 1; 24 IIAGE GALVANIZED STEEL STORM PANEL
<br />-0 I DON W, I
<br />#044� Va mma ow Va" . . 07/"/Zom
<br />I I.Ir am 1-M61 w . GLOBAL PROTECTION PRODUCTS, = WRE
<br />I,-,-. ,'L',;,�,W�z - 11LIECOJI.C. N - --.-.--- - % .1. i . ./.�,e�� Z. .m SA st 51sm
<br />"I - .0 MKI 11. 10M.
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<br />r ii� 'm wit, Frw iAACt:gAa-- WAING ft-
<br />3 C.-vocolm - 1-1-1 - -
<br />P.E SEALISIGNOURVIIATE *NLYER A. 74W Jr,. Px � - -- 17049 . 11 I 4"m 14 or Is
<br />"ok'Sk- I' III` 1
<br />. I . m
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />M". A.51D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-6.0
<br />MAJ(IMUM
<br />ANCHORS
<br />SPACING
<br />FOA
<br />MR ED.
<br />PER SCHEDULE
<br />BELOW V
<br />I
<br />I
<br />APPLICABLE
<br />a
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />'V
<br />%"'J
<br />MAX. A.S.0,
<br />DESIGN
<br />PR=
<br />W�W�j
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />VOR
<br />mm E.S.PER
<br />SCHEDULE
<br />BELOW
<br />-
<br />in I
<br />SECI04
<br />--
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<br />TAPODN
<br />SOLID
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<br />FEMALE
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<br />PANELVAIE
<br />PLUS
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<br />I tpmo, LENGTH 14, 1 I ON SHEET 12) 1 ; 10 �� "at 12)
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<br />'.. EN . . FLOR11 BUILDING CODE (Ron High Wocity Nu cons Zono)l
<br />NOTES!, / .`I .. -M TAIRM m F.?.
<br />1, INSTALWON ARE ONLY VALID FOR A.S.D. DESIGN Z.- , 0,44167 '�. -i 24 M GALVANIZED STEEL STORM PANEL
<br />. . OR" ft
<br />AND PANEL LENGTHS AS =*' *
<br />PRESSURE RATINGS Cp � .*- I - PRODUM, me. "/V/=
<br />SHEET
<br />PER ELEVATION ON 112. ;� .a', STATE4� �- �� / 11LIECOjuscAGLOBAIlLPROTECTIOIN WE-
<br />2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD 1. -K. -
<br />. Azomvf7g
<br />MEMBERS 10 BE SOUTHERN PINE No 2, W/ SVECIFIC 014> =, wtov: .1"VIN.W."Oft""M "wif!".w
<br />� A - -r III- � a" "
<br />DENSITY OF 0.55 OR EQUAL, OF P.OW tOSOM-7$W FAIL, CW)SW4797 211-175
<br />- WA'.'l VVL f." ..o ...... :�"t$o -
<br />. - .fN C4-oowls 1 W�- I - I -.1 - -T-- - MW04 ft.,
<br />sm
<br />I I Ulf Mom-l""RE/me, , "M trIA' sJm.,5 or 14
<br />U, 7
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<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAIL A.SZ,
<br />DESIGN
<br />mmswm
<br />RATING
<br />(P�$T.)
<br />NUIXIMUM ANCHORS SPACING FOR MIN E,11 PER SWEDOLE BEL-010 *
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