|
-�.�--.-------,.�.-�--,--.---.------ ______________._____ ------------.-.--.---.---.�--..----------,-. -_ ]
<br />END L05URES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />I
<br />I � :
<br />� ,
<br />': I- ,,-, I ., 4 C1 � O, ?EKWEO CoNCRETE
<br />,. , _$. .
<br />- -f4 CONCRETE &LOOK a" 2'. 3, - %J* 3,05 "-I. OR I
<br />� I . VAIM, . 04 & 0 rw OK" FRAME .�,. ALUDY tow ALAA
<br />I
<br />I I., 5- NI - NFOURNIT, ANGUE WITH "(,*. . , J"., I
<br />- I 2 * .A� III, 2 OIL I __ I .
<br />:"-I-
<br />.11.1
<br />I I 11 . 3/.. DwPOON
<br />POURED CONCKLYL CONCRDE I
<br />OLOI ON 2'.' -OW FRAME POURED CONCRE, - I I :v I I
<br />, "'. . ; .
<br />coocolult 8,9G. OQ - A`K`HD" w cc 2 ,/2-:
<br />I
<br />,
<br />REQIAREO . I ." L 0;. -IT-
<br />'I 2'.4' OKXX) `RAAAE , I 'i Q# , Lh,,� I i -
<br />1
<br />4 REQUIRED , 11 i% �, . j .,
<br />, It . : 'I""/,- GAP
<br />I
<br />� I
<br />I I
<br />I , - i . � , , .'' - " : ___��' ___, I �,
<br />I - ,
<br />, i -
<br />.f NA111 /_ ,`� - ��-,%: I 3/., . . __ LIERNINIE
<br />\4 "C""
<br />, 2, . 11 lo..
<br />0 -
<br />11_11, "' 0 Ir C . VARIES " r . ": : o I,: ��r !
<br />I_�,
<br />I S, muI, 9 - L 0M .11 � : - ,F OR
<br />I = I- ltr4- I I ,,, - ow, 3105-w. %,trj POURED CONCRETE. rl�
<br />I Rl'I4 .L. PERY PLAIT
<br />I 7 'Ir at OCA a* 2'.., .000 INNRE
<br />I
<br />2'. 4, A '25. ,_ I , I .
<br />:11 - - , , I " I!,
<br />3,05-1- ( I - I
<br />,
<br />saiLl-6 O' J� I 2 '12- 11 A .1 - , . � , I .- "I
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<br />4'
<br />MII'I I , , - " /
<br />12CINT A,_ N*,,L I L " I La. I
<br />. ;/ - - - - ,_�, - - -- - - j .. CAP ", " �,
<br />F_ III/
<br />�,
<br />__
<br />'/-' ? DOLT ,
<br />,;Q;.,.,*. ALLu,
<br />mo,,�'J-te
<br />:/12 ..0
<br />AM: 40 - W, ANGLE
<br />(Z� (PLAN) CASE 8 ( PLAW
<br />I
<br />-
<br />,CAII 1/4-.1- SCA: I I/. ., VALE ,/4;.I- SCALE 114--l-
<br />1
<br />1
<br />1 r I SQUID- w a- �. IN
<br />ON ELM PANULLAII
<br />"' ' OQ^D wNuItTf, tx,S,INc ,RIN AT PIMALI 0 AND __ �,
<br />11- -.. , ,_3 Ck 0 .(4 ,> CoNcRE R, KOO, TD, &ETI,om 04 PAMID-11 ALL, %a
<br />- I 5X III IN LIWIA '� VAFFfS 1 . OR ?* .' ROOD ~.
<br />(" AANEL . COND& , I SIDE,$ 0, OPF SCHEDULE a" um 9)
<br />2'.1. ROD� 'RAW[ - 5, m". I (�) & to lk� REQUIRED M Ap"AARLE It a "I
<br />OVERLAP BEYOND .
<br />oprNfNr WDIH) . K"RED, 00"CRI'L COWMETT RE 0119170 -1 , I � � , , � ,�, _ .
<br />� OLQC� OR 2'.- *00D 'NAME :� : *,�_ , '' , A : , . , I I, ,
<br />I
<br />11 � "i
<br />REQUIRED � � , � I I I , I III "', j "
<br />I I .1 I � _ , - . I
<br />� - -IL- -
<br />� I I , I
<br />,
<br />I . 4 ,,
<br />/` g- , (t OR(& I 17 1-1 , / i, �
<br />'f i %N.. I,/ ANINORM ,,w A
<br />�AFI o 'REM
<br />. � , - , .1 . FIAT FLAIROLS PAK14ALL 10
<br />- I
<br />, m,,, t I "-- -AMELI
<br />_,/1 ROLE (MIAP CLI END
<br />I
<br />X - 90 DISTANCE "-., - - - - --- ,-!� 1-TRATC,
<br />. " I f'r.) I
<br />I ,
<br />�
<br />�.. , 1 " .� . I
<br />,
<br />I
<br />,� --- � 1, - � "I _,� �._ - - __'� ----------- If
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<br />. , - - , " .1 t1k ;. iljj,,'�,,
<br />I
<br />� . - RN X . .. SCALE 1/4'.1'
<br />1, /I " I - . L_ /0 ... .... I. ? -
<br />z �.Y� VAL.f) FOR rNRECI MOUNT INSTALLATION ONLY A
<br />I It .. t,' "'. L%
<br />--- I �
<br />I� , %AENsi -.!!� Is rINT FIFO PASO. INSTALLATION AT WALLS W/
<br />. IF
<br />-, , -
<br />r .: No. 44167 ". -- SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />z A. i
<br />a : * : R, z
<br />. - FLORIDA BUILDING CODE (No" High Velocity Kurricons Zone)
<br />CASE E (PLAN) CASE F (PLAN) ,� -� - -For .., It - - "I.D. - I ".
<br />. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />1� oe�` 'tonlol, � OY
<br />w
<br />4, 1 _ - ___
<br />� , -
<br />SCALE 1/4--l- SCALE I/'--'- ",, _ '�_
<br />N�,,,---, /
<br />- , !"11LIECO.. PROTECTION PRODUCTS. LLC. """ '
<br />"',,,',, ;?,�_,�,'� - \ GLOBAL . R.
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<br />""'ie, � - -
<br />qw�,-/�_, ka--mwi-ar ,�..wwff ��.. I HORD 5W III saw
<br />O'e. n- I'll,
<br />A_x - I . AA _-I, "" -175
<br />� I .-NM 1. INIT-1.1 . m-)w- YSIRI. I. 1�1. ..,.Y 20
<br />. W
<br />- - ! �_� - -
<br />-- - ---- _- __ .-ORN, 1. :-1 r...- _!_7_t_.. ____ii��_ ]FI-11-1-4 I
<br />:i,�
<br />-1 VDIL."I""NAII.W."t"T I
<br />1___________
<br />I
<br />%`,J` A. .1 _ __ -
<br />�7T
<br />WALTER A � , _� uVIT . - I.
<br />-
<br />_____________ ---------- ---.------..--..---..- .-.---.----. , �- _ _ . - _ ..._ --- --- AJEBOA LI, I ..:IT
<br />I
<br />MAXIMUM A.S.D. DES[ W PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACIN
<br />R STORM PANEL J1 � INSTAUATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSITALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. ALS 0
<br />MAXRMUMI ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 * 7
<br />APPLICABLE
<br />-
<br />mAxFMum
<br />DESIGN
<br />PRESSURE
<br />N. TO
<br />TERNA"VE"
<br />PANEL
<br />LENGTH
<br />RATING
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />PANELMATE
<br />WOOD wsAWG
<br />L&:R,',jX)N
<br />'IL'
<br />(Pe I)
<br />FEMALE TV
<br />PLUS
<br />or THEM
<br />(w)
<br />,
<br />13-
<br />13'
<br />13'
<br />13'
<br />,a,
<br />iwgop)
<br />- ---
<br />I
<br />III.
<br />- __ ,
<br />13.
<br />__ __i�____
<br />,
<br />,3. .
<br />- -
<br />- ".
<br />-
<br />IN (Burmm)
<br />*
<br />- -
<br />I; -1�i�
<br />-
<br />6 I Ir
<br />-
<br />. 6 L/r -
<br />;
<br />i Tii
<br />-
<br />5 I��_
<br />ii (Top )
<br />- - -
<br />,
<br />- -
<br />:
<br />-
<br />6 I/.-
<br />- . - - . __
<br />,2 112,
<br />'. - - -
<br />i ,7i�,
<br />- - - -
<br />7w (9017 - )
<br />5,-o
<br />A.
<br />-
<br />8.
<br />I
<br />B.
<br />.
<br />6.
<br />� - .
<br />- -
<br />- -
<br />A mp) .
<br />OR
<br />LESS
<br />1-1 .-
<br />",
<br />a'
<br />5.
<br />84
<br />-
<br />3W (Bottom)
<br />13' -
<br />13,
<br />,3*
<br />u,
<br /> �
<br />13,
<br />4w 6w) ,
<br />.45. -45
<br />-
<br />13'
<br />-
<br />13 .
<br />13-
<br />1 ,3*
<br />13"
<br />4 morrom)
<br />I
<br />OR
<br />krss
<br />13'
<br />Ij, _
<br />.
<br />-.- 13 __.
<br />- - 13-
<br />s 1/2'
<br />1w (Top!
<br />-
<br />13-
<br />-
<br />* I L
<br />,3.
<br />5. '
<br />1. lBorrom)
<br />-
<br />6 1/2-
<br />- _13'� - �
<br />6 112.
<br />- - - _
<br />5 1/2'
<br />. �.
<br />6 1/2'
<br />a 1/7-
<br />A MP�
<br />. -, .
<br />- -
<br />-
<br />- i - i�,� -
<br />- -
<br />- - I? ,/r
<br />�/.-
<br />jw (Borr-)
<br />�5'-o*
<br />.
<br />. - 4 v2-
<br />- e -
<br />I i -11i.
<br />-
<br />I - - a - I/ - 2' . � .
<br />- - -
<br />___ - - -
<br />_6
<br />- -
<br />__ I
<br />-
<br />". DGPI
<br />I To
<br />4 .-4.
<br />- __
<br />-i qi- --
<br />A ,!/2,
<br />-
<br />'.
<br />-
<br />I .
<br />.
<br />tiv illotromi
<br />To 1�2-
<br />, 2 I/r
<br />__
<br /> 12' __
<br />_ I __ -
<br />-------- -
<br />A'-
<br />- -
<br />, 4 - w - (I . a . P) -
<br />I
<br />I- . I .
<br />1 ,3*
<br />�
<br />1 ,3,
<br />-
<br />1 ,3.
<br />- _?, -
<br />1 ,3.
<br />. -
<br />1 F ,?2-
<br />__
<br />14111 (wrom)
<br />I
<br />-
<br />ISEE TABLE #1 FOR MAX A-S.D. DESIGN LOAM & MAX PANEL LENGTHS WHEN SPACER IIIA 15 I
<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHIFET 6 ,
<br />-
<br />MAX As D.
<br />MAXIMUM ANCHORS SPACING FOR E.D, - AS SHOWN ON SHEETS 6 A 7
<br />App"tNeLf
<br />MAXIMUM
<br />DESIGN
<br />PRESSURE
<br />ALTERNITNEF�
<br />LRANIIH
<br />"
<br />RAY040
<br />TAPCON
<br />LAG SCREW
<br />PANELMA TE
<br />PARELMATE
<br />*000 BUSHING
<br />U:.'
<br />'L-
<br />(p Of )
<br />FIDIALE to
<br />PLUS
<br />OF IF"
<br />(ft,�
<br />,
<br />13,-
<br />I ,� .
<br />1-3,- �
<br />,.3,
<br />IN (Top)-
<br />__ - -
<br />-13'
<br />I i�
<br />- � -
<br />13'
<br />. I .
<br />- - - .
<br />a.
<br />-
<br />- (BOTTOM)
<br />__13'
<br />6 1/r_____6_,7r___
<br />__ .
<br />6 1/2'
<br /> --I,-
<br />6 i_/r
<br />- - s -I -2 - -
<br />2-w- - u - -,
<br />.
<br />-
<br />, �. - ___ _._
<br />_____ -I----
<br />6-1/4'
<br />_- � - _
<br />12 112-
<br />- -C __
<br />6 1/4-
<br />__�T�_,
<br />7W (9017 'I
<br />5,-O,
<br />7 .
<br />-
<br />7 'IW-
<br />-
<br />_ W
<br />a'
<br />_
<br />- �
<br />310 ITIOPI
<br />OR-
<br />1 LESS
<br />, ,/2'
<br />a,
<br />.
<br />a.
<br />a'
<br />-
<br />3W (iiIincii
<br />".
<br />-
<br />I3*
<br />13�,
<br />,3.
<br />3-
<br />4 vc�)
<br />1
<br />,.45 -45
<br />13*
<br />1.1,
<br />13.
<br />-
<br />1 ,3.
<br />1 1.
<br />:,
<br />IN (BOTTOM)
<br />I
<br />lb
<br />.75. -75
<br />__ l_:I7___
<br />_ Ir, -
<br />_ -13'
<br />- -
<br />43'
<br />-
<br />- to'
<br />- -
<br />,w ( 171�)_ -
<br />--
<br />1 3.
<br />13'
<br />ij,
<br />-.3.-
<br />6 1/.-
<br />'. (00now)
<br />- -
<br />6 112'
<br />6 1/2-
<br /> __
<br />6 I/?-
<br />__ �
<br />6 112'
<br />- .
<br />6 1/2-
<br />2W (TOP)
<br />. __ __ - -
<br />__
<br />-
<br />. ____
<br />�'�j,f
<br />__ - __ __
<br />12 1/2'
<br />__ -
<br />f, I/.-
<br />_
<br />2w (END"..)
<br />�Y-O"
<br />_. �
<br />- . I ji�
<br />__ - ____ -
<br />5- "
<br />� . � ..
<br />- -
<br />� 112�
<br />- -
<br />-
<br />7 1/�'
<br />- - _R* - -
<br />I-
<br />� _.
<br />3W (TOP) �
<br />70
<br />7*-s'
<br />5 �
<br />!. , /2-
<br />w---
<br />-
<br />,sw (BOTTOM)
<br />-
<br />I 1 Ir 1
<br />12' 1
<br />__
<br />13, -
<br />. - I � 3. . . __
<br />
<br />I
<br />-1.1 5 . 112 1 -
<br />A I It (Ice)
<br />�
<br />I
<br />-1 -
<br />I ,,I*
<br />1 13'
<br />1 ,3,
<br />I 'I,-_ -
<br />.
<br />--- - - __ __
<br />I to' 14W
<br />. I .-
<br />WETOM) I
<br />ISEE TAKE fl FOR MINX- A.S.D. DESIGN LOADS & MWAX. PANEL LENGTHS WHEN SPACER
<br />* USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 �n
<br />JdLLAL
<br />a .
<br />----.
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />_
<br />6.-O.
<br />-
<br />> 40 PST TO 50 PSF
<br />6'- 2'
<br />1 > 50 PSF TO 150 PSF
<br />5'-10' 1
<br />A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />IN/ PANEL MATE F�AIALL.F 0 OR PANEL MATE PLUS
<br />ANCHORS & W " St*,Q"H%1,, 1 2 D.C.
<br />.
<br />;0k,jjk A IQ,
<br />� , 1. ": ...... . II.
<br />. .
<br />.. . EN ',..
<br />. . .
<br />'
<br />FLOR
<br />- : IN 44167 % I
<br />- NII -
<br />. . .
<br />=
<br />=*� TO :*3
<br />;� � --- 7 �� ..
<br />.$,.. ATE OF I .. ___---�. -
<br />I
<br />""
<br />[" 11LIECOviv. 11
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<br />=_
<br />FER ,
<br />ANAF `-`-AL
<br />,,, ...
<br />__ __.. - I-.------ - - __ __
<br />__ -
<br />I
<br />SEE Vern 5 "A MC
<br />INTO POURED CON RETE
<br />OR CON"R TE_ SOCK STRUCTURES
<br />1/4'# TWCON
<br />�
<br />N
<br />I /.'. TAPCON
<br />&xiSnAx; POURED
<br />ANCIWA 0 9, o C
<br />=W-01107P�1"O
<br />AAK.op 9 9, o C
<br />COMQAI[YE OR
<br />"
<br />�,� � $,
<br />CONCRETE atocx
<br />.. � :
<br />CONCRETE BLOCK
<br />� I ,
<br />4
<br />4
<br />REOURED
<br />*1
<br />� i,
<br />""
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<br />-
<br />i 2:,
<br />I I
<br />1 .
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<br />4,
<br />'I
<br />. .
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<br />1 11
<br />;
<br />I
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<br />.1
<br />I'_
<br />1/2* "/4-
<br />I 111.
<br />-
<br />-
<br />1 2._E
<br />/-. J.- I,/-*
<br />-
<br />. , I � I,
<br />WAX
<br />.. 11 I
<br />:.
<br />__ - MAX
<br />- _-, --
<br />� ..
<br />FRIOU0ED,
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<br />11
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<br />"�13
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<br />0 10 GLASS
<br />, I
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<br />6,
<br />EXISTWO FICURLD I DO :
<br />: I
<br />LX,SIING PWREG ' '
<br />1 1
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<br />,-.
<br />I I
<br />q 41
<br />CONCkvE OR I I .
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<br />RIOUIRED,
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<br />QowRrTf
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<br />:: No. 44167 '. I
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<br />FLORIDA BUILDING CODE (Nan High Velocity
<br />Nw, cons Zorls)j
<br />NOTES.
<br />I INSTAItATION ARE ONLY VALID FOR LEM A.S.D
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<br />SHEET NO.
<br />SH 1.41IIIIIIIIIIIIII
<br />
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