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<br />/ , 1 Aii� TT/NO LIFE SAFFTY PANELS UOrAYCN OF UFl (SEE NON I BELOW)
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<br />I I - REGULAR PANELS W/ OR - - SAFETY PANEL
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<br />- .,
<br />1EITAII / TAIT � Omo`I� 70 FAC ATIT"!GNT TIONT INTENDED
<br />I _N1- __ I TO BE INSTALLED OR REMOVED FROM INSIDE
<br />_,,_ EANELA & "A OF STRICTURE
<br />COMENTITT ANCHO �
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<br />tsEE SCHTmULr 0. - SHEET ") -1.0-1 ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32-.1'
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<br />- SECTION I SCALE 3/8" - I' - SECTION 2 SCALE: 5/8* - I' - - ov, @ 0- V.) cf�") - I /I. -
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<br />1 ILTE SA M STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAS' PANEL)
<br />C, (
<br />I.' PrrK . PANELS
<br />OR AS AN INTERIOR PANEL (AM PANEL LOCA710%, IN BETWEEN END PANELS) . 8 �,
<br />, ) L.'UNTATE UOrA
<br />08i N LIFE
<br />SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGU-AR PANELS SEE, NOTE I ERD "A"PUT
<br />SEE Mca 'I
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<br />I LIFE SAFETYSTORMPANEL CONSISTS OF 0039' GAILVATILZED STEEL STORM PANEL AS SECTION 1-8
<br />PER COUPO "" 6, �� DRAWING SCALE 3/32**
<br />THIS PANEL ALLOW', ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
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<br />J. LIFE SAFETY REQUIRES IIIP!RAIK TO BE COV.-ONENTO& BOTTOM ,w. to "O"n"%it"Tt"1111111%
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<br />SHEET Or S DRAINING ,A� ............ 4 %I
<br />FOLLOWING
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<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED •' *ENS 1-t
<br />_r *%�. 11
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<br />z : . , 1 . � FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />.
<br />4 MiIT LENGTH FOR COMPONEW&S 15* 2 , %O. R -. TIT, S 20 GAGE GALVANIZED STEEL STORM PANEL
<br />WI ANCHOR SPACING FOR COMPONENT VANCVORAGE AT BOTTOM IS GIVEN ON z . * - ."N Mutc, -
<br />:
<br />SCHEDULES 6& 2,1 SHEET 14 - I .;: .,,
<br />COMPONENT MAY s *' - TIT - ..-O, I I
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<br />�,�S ON P V " .1. TINKNE. T--)_=`,3� 1. (.5RI&M-07l, 20-176
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<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS i'l. & 34' INISTAUMIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
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<br />MAAMU. ks 0 1 - I.C.ONS sFACwo ,to EON. 3 IJ2' - I
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<br />VISON, UPTON C, TAP -GRIP cz�-_*_-T-;;;�R -Fn.a ;P,w.AAnL Fous SECTIONS IT & L MAX rAN11
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<br />PRESSURE f to , TO i TO To � TO AMI, COMONMYNN, LONcT. T" (1)
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<br />i E�ftll TIT CONCRETE: � CONCRETE 10 CONCRETE 1 CONCRETE To COITC." � CONC-ALK To P-REITE � CORCRETE I 01 TID,
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<br />SEE SHELLS 1. III I I FOR ANCR TYPE a SPOCIRC FOR tNSuJU,ATQ,,S Ano wow nwer "UND"a WNWILAM .MICRON SPACINGS AND � EDGE DISTANCE AAF TANCATED 04 INS SCHIEDIALE rm cc LESS
<br />TRAF Noic"TED ON SCHEDULE REDUCE 44CMR SNICWK` w MUA�IIYNO SHOMW 0. 50.0"E V
<br />THE -GULDWING FACTM FOR THIS OTIERAI01i TO ITS POSSW. REDUCED SAACM MAINE) USIRG 1ACTOR
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<br />ACRIL Z& WK 01111110TIT) "Nom I No. ,4167 .. 1 � MXW. - 20 GAGE GALVANIZED STEEL STORM PANEL.
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<br />--'I-- - IRINIO, VENGINS LIP TO 5,-o' ANO 6 ,/.' O.L.
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<br />EXISTING WOOD STRUCTURES
<br />I=7 . I FOR LETI UP To lf-S' , ON #11-10
<br />-
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<br />PAMELMAIE ITUMAK * OR PANEJAATE PLUS . -
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<br />ALTERNATIVE
<br />3W
<br />ALTERNATIVE
<br />1'1�;X, THREADED IT AT
<br />I ! 1 TA Or Enstima wom PUNit "
<br />I 2.., -If �
<br />!
<br />IF MOMOI or PLATE
<br />SCALE 3/8.,-
<br />SCALE 3/8-l'
<br />1 . A� UETI UP TD W-8* V=
<br />I 1
<br />� .-INTRO I
<br />I �
<br />_L_
<br />I ; I
<br />I I
<br />g,W
<br />WOOD EUMg
<br />DIRECT 1���LLAM
<br />-
<br />,L TALLATION
<br />TIMIRRA
<br />CON ONS k ANC14SIO LQr ,AMNS
<br />_ _
<br />NOTE , SHUTTER TRACKS NOT SHOWN rOR CLARITY
<br />ALTERNATIVE
<br />SCALE 3/8- I'
<br />71'
<br />scAL- 3/ENT.-
<br />.
<br />JIM:
<br />woll"HNN"i
<br />P III. TILtIpATo
<br />el� A
<br />1. INSTAL DNS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />LAII?,
<br />. �
<br />•ENSj"6'�"'_
<br />...�
<br />UP TO 5.5. - 72 0 PSF AND PANEL'S LENGTH UP TO 8*-B*
<br />i-W11�� ..
<br />�%
<br />FLORIDA
<br />BUILDING CODE (14I Vel"Ify Hurricane
<br />Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 70 BE SOUTHERN
<br />- : .
<br />16 %. I
<br />-`NQQ MTECo. m
<br />I P
<br />PINE 140. 2, W/ SPECIFIC DENSITY OF DL55 DR EQUAL,
<br />= : tio. "
<br />. - :-
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />- P,
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<br />20-176
<br />INSTALLATION
<br />.t. 1001I SEAL /SQNUU1W/DATE
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<br />_ SE SEE I SEE
<br />KEDI SCH DE -
<br />ANCHOR ANCHOR
<br />-3.
<br />✓12
<br />- FOR - - 0 FOR - 3' -
<br />OR DIRECT MOUNT
<br />SPACING SPACING
<br />TAP, A14CWM . ANCHOR
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<br />SPACING SPACING
<br />- V-I' TAI, -
<br />__
<br />, . _ ,_ .", - ____ _---
<br />1 I : WALL
<br />MAXIMUM
<br />MOUNTING INSTALLATION (APPUCABLE
<br />SCALE, 3/16- - IT
<br />A.S.D. S19N PRESSURE RATING (II
<br />TO SCHEDULE I
<br />AND
<br />DETAIL 2 : FLOOR
<br />MAXIMUM A.S.D.
<br />MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE2)
<br />SCALL. �II - I'
<br />DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING
<br />CORRESPONDING
<br />MAXIMUM ANCHOR SPACING SCHEDULE
<br />AL.i; FOR
<br />MAXIMUM PANEL LENGTH 71I SCHEDULE
<br />,APPLICAVITE, 911LE 1Q_SEQ1M,', 1 -&---�NDICAPI�-FiagL�SALM-IIQRM-PM-
<br />INSTAUAI10
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<br />STRUCTURE
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<br />=
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<br />OF THEM
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<br />I
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<br />I -;,A
<br />B:
<br />N/A
<br />6' 1 N/A
<br />.
<br />6' i i N/A
<br />I A. 2 (TOP)
<br />-
<br />.550. -72�O
<br />------I-
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<br />-I- 9.
<br />TIT I
<br />9. 1, -B_
<br />�,/A
<br />-,(;OTTOM)
<br />50' OR LESS
<br />-
<br />6- t N/A
<br />1 N/A_L N/A
<br />I.6
<br />1 N/A
<br />6' 1 N/A
<br />T_
<br />I It 2 (TOP)
<br />)
<br />,$!�O -72.0
<br />9" i 5"
<br />I 9- !I 6-
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<br />9, I 9"
<br />I
<br />_�_ .
<br />1 9* 9'
<br />11
<br />I (BOTTOMS
<br />,5'-C- To 7'-15'
<br />I
<br />-
<br />.550 -720
<br />-
<br />6. i N/A
<br />I
<br />N/A
<br />1
<br />i I & 2 (TOP)
<br />-
<br />I" 6--.-
<br />-9.--+--
<br />I 4.
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<br />1 9' 1
<br />6'
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<br />APPLICABLY
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<br />T. TIT S .
<br />ECT'
<br />SECTIONS
<br />NY CD BiNA1,10
<br />'
<br />OF THEY
<br />or m I
<br />-
<br />M MUM PANEL
<br />LENGTH 'L' ((t.)
<br />1 TAPCON CALK-W
<br />.
<br />I TAPCON - IN
<br />TO 10
<br />rOMPUTE CONCRETE
<br />I co.-C, =.,
<br />449.2 -61 5
<br />'. 3-
<br />1/2* t i/2'
<br />kAPIrIE
<br />2 ( B01,040)
<br />- -
<br />7'-6* OR LESS
<br />-528 -66.0
<br />-
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<br />3' 3
<br />-_!_ _
<br />.
<br />4- 4•
<br />_
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<br />2 (BOTTOM)
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<br />2*
<br />2 1 /2" 2 1/24
<br />__�:_3 1_/ 2'
<br />2 (80TI
<br />'
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<br />�t,550
<br />_
<br />�55 0 -72.0
<br />_ - __
<br />2 1/2' 2 1/2'-
<br />11 IN N/A
<br />-
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<br />-
<br />>7 -6' TO 6 -(T
<br />- 7
<br />1155Z 20
<br />_._
<br />N/A N/A
<br />_
<br />__To=a_i'
<br />PARa
<br />caNnroN
<br />INSTALLATIONS
<br />9`A0
<br />SC,E
<br />W
<br />THE
<br />QBTANEO USING FACTOR 5NALL NOT AT LESS "HAR - 10"cR6
<br />FACe+
<br />Cr vTF,RTmFP P
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<br />'Al-?, N. TII
<br />IIIs ��,� ......... ,/
<br />'_,�\ru EN Sj`-r:? .. . *
<br />, .
<br />. .
<br />.: No. 44167 . ..
<br />TIT : * : *
<br />* . :
<br />Hurricane
<br />INSTALLATIONS
<br />9`A0
<br />SC,E
<br />W
<br />THE
<br />QBTANEO USING FACTOR 5NALL NOT AT LESS "HAR - 10"cR6
<br />FACe+
<br />Cr vTF,RTmFP P
<br />fPACA10_ jwj_ s
<br />) ,
<br />'Al-?, N. TII
<br />IIIs ��,� ......... ,/
<br />'_,�\ru EN Sj`-r:? .. . *
<br />, .
<br />. .
<br />.: No. 44167 . ..
<br />TIT : * : *
<br />* . :
<br />Hurricane
<br />'Al-?, N. TII
<br />IIIs ��,� ......... ,/
<br />'_,�\ru EN Sj`-r:? .. . *
<br />, .
<br />. .
<br />.: No. 44167 . ..
<br />TIT : * : *
<br />* . :
<br />Hurricane
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELSJ)
<br />- I—'
<br />INTO
<br />EXISTING WOOD SIRUCTURE5
<br />-
<br />,
<br />1 ______j
<br />F I
<br />11
<br />� :_
<br />___ , ,
<br />U10 PANCIUMITE PLUS
<br />1. 5 1 /4' 0 C. W/ 1 7/8-
<br />tTHREADED PENETRATION TO
<br />STING WOW HEACCIN
<br />! . 1� 011-10 PINLUINITE PLUS
<br />1 � 4) & 1/4' OC. Ti/ I 7/TT'
<br />I- . THREADED PENETRATION TO
<br />-1 ___T _____
<br />I
<br />WOOD HEADER I
<br />REQUIRED I
<br />f'o F&ART&I't PLUS
<br />0 6 1/4- OC W/ 1 7/ -
<br />IRREADED PENETRATION TO
<br />EXISTING .000 HEADE-
<br />I
<br />I I i
<br />,
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<br />TO CUISS. � i
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<br />� II PANEI ,14GIH
<br />� . LENGTH .
<br />, , M`T`
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<br />, Now PANEL LENGTT
<br />I
<br />1/*";/"�,��t
<br />i (SET NOTE
<br />11-1 I ')
<br />: ,,PANEL
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<br />2-,4' *000 PLATE ,_I . - I
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<br />t 14-;D .ANE'.W TE PLUS
<br />� ED
<br />1
<br />4 " I
<br />"i � �0.
<br />2".4' WOOD PLATE , . .
<br />REQUIRED
<br />I*
<br />'ft THREADED
<br />PENETRATION AT
<br />REWIRED I �
<br />.
<br />a IT /.' OC A/ 1 7/6
<br />� I
<br />I .
<br />MADONOTH OF PLATE
<br />I
<br />TTIREWADEO PENETRATION 6
<br />RAD OTH OF "If
<br />I II 1/4'0 LAC SCREWS 0
<br />I I� I I 6- CC. STAGGERED W/
<br />i i
<br />I I
<br />- . -11
<br />I =,P,/2- *4
<br />I H E"EMT*h
<br />I i I
<br />DIRECT MOUNTING INSTALLATION
<br />-
<br />- AT MIDARDTH OF FLA
<br />-1 -
<br />I
<br />ALTERNATIVE SW
<br />SCALE 3/5-1-
<br />DIRECT MOUNT
<br />J,Ift"O INSTALLATION
<br />JNT / ILL MIUNTING
<br />ALTHERHATWE 1OW
<br />INSTALIATION
<br />tlSIIE31
<br />SCALE 3/0-1-
<br />SCALE 318-,*
<br />1. INSTALLATIONS FOR ALTERNATIVES Bit. 9W & IC1W ONLY VALID FOR
<br />111164
<br />BUILDINGS WITH A.SD. DESIGN LOADS UP TO +43.8, -48.0 p,s.(, AND
<br />-
<br />........
<br />PANEL'S LENGTH UP TO 12'-A
<br />11111.-.R...1....
<br />NY, -
<br />2. FOR NEW WOOD FRAME CONSTRUCTION:
<br />WOOD MEMBERS TO BE SOUTHERN
<br />. EN -%
<br />-IN[ NO. 2. W1 SPECIFIC DENSrrY
<br />or o 55 TIR Eou&-
<br />j�--,� '. ...`
<br />.
<br />FLORIDA BUILDING CODE (Nigh Volocity Hurricane Zone)j
<br />HQg_EQ&s&MBmx1I or S S-
<br />I
<br />z ., -
<br />=
<br />= : :*=
<br />= . . =
<br />L� TLMCO� -
<br />1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />11
<br />ONNIFT 9,
<br />TOP & BOTTOM MOUNTINGSCANBE
<br />ANY TO
<br />I
<br />I
<br />z .
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