I I It 11% --it I I � I I . - L -------I----L I _L_ . I I I - I _j -111 11 I � ,-[1111], , 11 IT ".1.1 %' it, I " I , "" !III -I- - ' L_! Al' 11 171 if I,, !III 1111 11- , - III, TI I 1111111111 I __ ! I - I i I I 1 1 1 ' - L R ]]-Lf' - I I
<br />f
<br />.I---- ____,.___._._,_.___________ .—------- -
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD SIRUCTURESO VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL 1) SYSTEM
<br />-
<br />�. 1; N
<br />I
<br />" 1'," I
<br />1� li- 1'� � � 4-: , (�) 9 '(9 OR POURCID CONCREIL 1.
<br />� " I . OPICATTF SLOCK O"i 2' . 3* I OI 3103 .-I. OP
<br />, 2'.., *000 FRAME
<br />: ,4
<br />:� - 'Im. W63-To ALLO, raw ALIA, �,�
<br />. �4,�) & V t� IWOUPFC, , �
<br />A.GLE WITH 10'. I I 3/.- � I
<br />1� - � '12., TAPCON a I 2 0 C I -, �
<br />. . :�, .) M,, 1 � I
<br />:
<br />POURED CONCRETE . CONCROt � I . I I �,:,�
<br />I - -1,
<br />CLOCK DR 2'�.' *DOD FRNA POLWED CONCROE. �', 1 ./4*. I ' IAPCON I � .t I
<br />-�, / I s"'ad � ,/2
<br />COMCMEY ( V K " - 2. r � � I
<br />.L0tARLU . � 1 , ANCHOR . I , .
<br />0 I
<br />,
<br />- '... RAW 'PAW 11 I I- � �2 OR(# - , m..;- � , -f , Awn / I
<br />RIL"m 1, , I .Ii
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<br />'11�1_/ � * 12, a C� � VARiES 1 2'. 2'. 703'70 .
<br />2. ,
<br />. So L 'M 2 j t. T,
<br />_/',_,�, I �. .51 W_ SI L 37 - N,�.
<br />.OW*'�.�C7. POWD CONCRUIT. com�
<br />, - . 'v :_ r_1 N". .w SENT MATE . BLOCK 2'.4, PDOO IRAME
<br />,zs. I ,z , z -'* i I'�,
<br />2 . ., . , - " . im
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<br />3;os.., "I I I , , , . � ,
<br />W63-M ANTIR � I , f 2 ,/�* 1 ., . I I !1� I / , i REOQXR
<br />Loy I , - 7' - I \, I- , /
<br />I ,/, T��i
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<br />�_ " o, - , ,
<br />__��,�'_ __ - _r - -11 --- - - - j M,s. CAP ,
<br />, -
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<br />1/-* It BGLT I' . " . 072'
<br />0 12, Oc 510�`,I. OR 11033-111, -0,
<br />",AC'Nu, r"t h- MGLL
<br />SCALE 1/4--l- SCALE 1/4-.1- SCALE 1/4*.I' SCALE I/'--'-
<br />__
<br />, ; I Sou - SET OR CAOI
<br />�� � DR ELCO L-11 -
<br />I . , P0401" CONCRETE, WING. Im A, fILMA" .0 AND I
<br />1 (4,�.04 CI) j�O OR CONCWIE BLOCK .
<br />1. PMW' "'N' - �� 'aneorro on PANDIAIATE IU= "
<br />"5x C NCRE11 IMA _';'� �.WS I , , OR 2' I 4* WOM Is of oPvR%X5 V_NILDLAA ON 9. �
<br />- ( N. PANEL I - PRAI'm: REOLMO .P.Lr.-W .0 A I l)
<br />OVEN 2*I,4' NOOD FRAME .: MI -I T & (p I
<br />SPRLAP BEYOND �: Pairl" CONDOM CONCOM RIMI'MED .11 !r I __
<br />EWING WIDIH) Al il-�l :'�. �, �: �: .�, 0 , _� LN�
<br />I
<br />_� BLOCK CA 2-.r WCOD rRAME 1�
<br />1.4 .
<br />... *IQU,14D I I I ",.,
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<br />. 11 �� .. I " I �,
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<br />VA;41CS Ill I - / - I , I) mt. ;&'ANI: "
<br />" -1 11 -1 WAR PARALL.
<br />5' � \ ,-. .
<br />I I � WAU (MIvrP Cal CNO PANEQ
<br />I
<br />X - it 0 DISTANCE �7 -I- - - 7--'� ,-�:-
<br />- I ,, . )
<br />" 1\ IT ., w .. I
<br />I , . /
<br />- ..." _ --- ). ,-----_-j
<br />� ,_", , wo,
<br />i / " ,� ; I=- .. Ran, IF 1�tjk .. ........ 00
<br />""�', " ; / / .^. ,0, z Tjf�j �% SCALE 1 /4'-I'
<br />� " N " .. . W ,0!0� - ....... /,� "',
<br />-
<br />I__-/ \ /
<br />4x,.-`\f;E1v,yr`-..,.q�0,1� VA.11) FOR DIRECT MOUNT INSTALLATION ONLY 4
<br />. .... .. -.1- �, " v .. I CERTIFIED PANEL INSTALLATION AT WALLS Wl
<br />.
<br />4e , .
<br />4 I SURFACE LrVEL VARIA71ONS WITHIN 3/4'
<br />'
<br />x No. 44167 - "
<br />! S
<br />2 * .
<br />3 : * ., W, i
<br />. . FLORIDA BUILDING CODE (Won High Velocity Hu IC*ne Zone)
<br />- a0loc. - I.,
<br />QASE E (PLAN) �'. �TATE OP .-* 5Q 24 GAGE GALVANIZED STEEL STORM PANEL
<br />4
<br />SCALE 1/4-.1- SCALE 1/4'. I* S .. 0 .1 vixim, ff,�
<br />- ,,, Rloff,.*
<br />"
<br />14 - __ ---.--.-
<br />I - .. . \0 . - I ;__
<br />I .1
<br />I I ;�,,,t . _,:�.. "..
<br />, ,Vp��= ' GLOBAL PROTEMON PRODUCTS. U.C. P/`"""`B`
<br />- .-11 LIE C O... bIn
<br />� 11-11" \
<br />.410, SA. 5� STRUCI .. .
<br />',�,.,..
<br />,,,, 4". , <2 ..� kw a CHORRILERING Co.-
<br />410_�
<br />, 110iff. n_ =11..Pee"
<br />.. - . jt,_ - - I ... -i7S
<br />I - - (-)--- - -) - - ""t (.�)ON-�. FIX 20
<br />7z �1. ." .- aRwwmK; w
<br />Ic WILISIMINI.E/Dal: ", , 14, " " I I I - i RII"I"I I -
<br />. I FLORIDA f. ,.,.I F-;;, I . I , - , � a a Is
<br />._____.__
<br />. -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-2-f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />STORM PANEL ,T) INSIALLATIONS INTO W90D STRUCTURE
<br />(VALID ONLY FOR PANEL (DINSTALLAnONS AS PER ALTERNATIVES Iffy THRU 4W. ON SHEETS 6 & 7)
<br />MAX. ks
<br />DES"
<br />PRESSURE
<br />RATING
<br />(P I f )
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />-
<br />APPLICABLE
<br />0
<br />ALTEJZTIVEI
<br />I A ANY
<br />GAMPMATION
<br />or THEM
<br />MAXIMUM
<br />PAN�'
<br />LEN
<br />.L�Tif
<br />(".)
<br />TAPCON
<br />LAG SCREW
<br />I -
<br />PANIELMATt
<br />FEMALE 10
<br />PANELMATE
<br />PLUS
<br />wow BUSHING
<br />-
<br />I sl
<br />.
<br />1?
<br />13, ___
<br />__ - Is" _ -
<br />, fir (TOP) ___
<br />..---!?- ____
<br />13'
<br />_.
<br />is.
<br />I __
<br />1 �7.
<br />I W (BOTTOM)
<br />___ ---,---
<br />1 ,
<br />si-
<br />- _., . _
<br />6 1/2-
<br />- -----. -
<br />6 1/2-
<br />� -,--,-- -
<br />6 1/2,
<br />__ - - - _ __
<br />6 1/2'
<br />_ _ _ _!22L_
<br />6 I/ ,
<br />?�
<br />L
<br />2W (TOP)
<br />-.1. - ---- -
<br />- _
<br />I � - I——
<br />a'
<br />------ ___
<br />__ 9_1�4-_
<br />_ -
<br />a.
<br />_____ _
<br />I� 1/2-_
<br />_ _
<br />B.
<br />__ __ ' __
<br />___�ye_ - .2
<br />-
<br />-.--------, -
<br />- ___
<br />� w . itiqlT.) -
<br />3111 (UP) __
<br />_�;
<br />5-0-
<br />OR
<br />LESS
<br />- ___._ �
<br />. .I� - �
<br />-.1 I.,
<br />8.
<br />--
<br />a .
<br />- - _ . � ,
<br />8 .--
<br />-_ -----
<br />- A
<br />(BOTTOM)
<br />--- __
<br />__ __
<br />13,
<br />I . -
<br />13*
<br />I -_
<br />- __ �
<br />__ _8��
<br />13*
<br />-.--- -_
<br />_1T, -
<br />I*, P09 -
<br />.45. 45
<br />OR
<br />LESS
<br />- - -
<br />13"
<br />- �
<br />13"
<br />- -, ___
<br />:11 �
<br />3
<br />t . -
<br />- - -
<br />13,
<br />.
<br />IY
<br />ii (BOTTOM)
<br />13, _
<br />.
<br />13
<br />I _
<br />13'
<br />_ __ _
<br />-
<br />__ 13'
<br />� -
<br />5 1/1'_
<br />__ - . .
<br />,w (lop)
<br />� .
<br />_ __
<br />____
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<br />6 .
<br />- -
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<br />. - I - .. 1
<br />+ - -!Is"- __
<br />6 1/2'
<br />__ _,sL, -
<br />-
<br />a 1/2.
<br />- � _!?�
<br />6 1/2'
<br />.. - - I I
<br />a 11/2*
<br />S T/i.
<br />(TOP)
<br />?W__
<br />- ____ ___ -
<br />. __ - - __ ___
<br />4 i/2'
<br />. ----.- ,
<br />___ � .-
<br />4 .
<br /> -_ -_
<br />a 1/4-
<br />- 1. . -
<br />1 1/7*
<br />- -
<br />6 I �2;"
<br />IS ve I - � -
<br />_ I
<br />----- -
<br />-
<br />�W_TMI)
<br />m (TOP)
<br />-66
<br />".-o'
<br />TO
<br />14'-**
<br />__ 5 I/v - -
<br />-
<br />� -___- ___
<br />7'
<br />, , .-"-,-.--
<br />7 .
<br />______
<br />-
<br />J�
<br />__�_T
<br />/i�__
<br />____
<br />. 1/2'
<br />--+---- I
<br />lo- ,�,_
<br />__ ------- ---
<br />9 1�2-
<br />----- ��' ,
<br /> _Ii�,_
<br />-,-.- , _
<br /> A w �
<br />�. (TOP)
<br />.
<br />is �.
<br />r ------ ------,-,.-.
<br />. Is.
<br />____
<br />. 13.
<br />.__.___
<br />$ 112,
<br />AIR (BOTTOM)
<br />-
<br />__ 'i
<br />. _T
<br />ISEE TABLE #1 FOR VAX. A.S.D. DESIGN LO4OS & MAX PANEL LENGTH" WHEN SPACER " IS
<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON 94EEI 6 1
<br />-
<br />1/4-0 TAPCON
<br />ANCHOR 0 q* OC
<br />I
<br />roo
<br />01. 1,
<br />MAX. A.S.0
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 Ill 7
<br />APPLiCAM
<br />MAXIMUM
<br />MIGN '
<br />,
<br />PANEL
<br />TAPCON
<br />LAG SCREW
<br />PAINELMATE
<br />PANEIMATE
<br />WOOD BUSHING
<br />PRESSURE
<br />RATING
<br />AL7VWrVr,
<br />441r.
<br />LENGTH
<br />IL
<br />(0-0 I
<br />FEMALE to
<br />PLUS
<br />.
<br />OF THEM
<br />(H )
<br />-
<br />I .
<br />3:_
<br />".
<br />I .
<br />Ir
<br />-
<br />17
<br />---
<br />IS, FOPT-
<br />_ __
<br />is,
<br />---------.-
<br />11.
<br />� _�____.,_
<br />-
<br />,3.
<br />- ,-..---- .
<br />IS'
<br />_____.____.._,_
<br />8.
<br />- ___
<br />m (BOTTOM)
<br />--i-1 -/�` -
<br />
<br />-- -6 -1 -/2"
<br />2-w-flop-) -- -
<br />6 17r
<br />6, -.. ir--
<br />-__S-1 IF--
<br />- __
<br />-,--- ___
<br />- �,7 ------
<br />--i 4:
<br />i]i-1-
<br />12;
<br />______________.
<br />6 1/4'
<br />7W (BI
<br />5,-O,
<br />.1.
<br />__ - ___
<br />-, ,�2-
<br />- -
<br />I
<br />a.
<br />- - -
<br />8.
<br />I .
<br />- _
<br />-
<br />I - .- 1
<br />iitr (TOP)
<br />__ __
<br />OR
<br />LESS
<br />y 1/2-
<br />9.
<br />a*
<br />ll .
<br />-
<br />4
<br />. ooncim)
<br />I
<br />".
<br />.
<br />Is.
<br />13'
<br />- -
<br />
<br />`W_ft�)
<br />>+45 -45
<br />Is.
<br />:31"
<br />. 13-
<br />-
<br />'J.
<br />- __ ;s"_ _ -
<br />s.
<br />-)
<br />4w (BOTTOM
<br />1
<br />. 75 Yb -75
<br />.
<br />____ I I - J. -
<br />-
<br /> Is.,-
<br />- -
<br />13* - I-
<br />to'
<br />__ -.1
<br />op
<br />�!_!!_L__
<br />____1j, ___
<br />-
<br />Ir
<br />13"
<br />13'
<br />IT
<br />1 /..
<br />III (wrtom)
<br />- __. ,/-2-, __
<br />- - � -
<br />6 1/2*
<br />. ...6
<br />- ___ -- -
<br />6 ,/2-
<br />__ -
<br />2W (Top)
<br />-
<br />a T-/i;- __
<br />. -_
<br />__ G 1/2-
<br />1 - __ ---.
<br />____- --- -- --
<br />-- �S-Tii�
<br />.- -I-2-1p. -
<br />>$'-a'
<br />__ -6-1/4-- '-
<br />-2W(-WrT,-)
<br />L----'- __ - ..
<br />4 112- - __
<br />__._..._.
<br />__
<br />._ _5' _
<br />__ ______
<br />__ I I/?-
<br />__ - -
<br />.- - -,-- -
<br />7 1/2- - -.--,-
<br />, - -
<br />____ - __ .
<br />- . - , _
<br />-
<br />it- -
<br />V (TOP) -1
<br />TO
<br />I`-S'
<br />"
<br />5 1/2.
<br />i-,
<br />19�
<br />-
<br />wFBND;:rO�)
<br />.. - � - - __
<br />".
<br />____ -
<br />1�__ -
<br />- --I Y __ -
<br />- - - _13'_ - ,
<br />- - 5 -1/-7--- - -
<br />w-por) -
<br />.
<br />- - _._ ,
<br />- 15.
<br />I 11 -
<br />W
<br />.
<br />1 3.
<br />_
<br />i- ms;
<br />-
<br />to"
<br />____ -
<br />-
<br />ISEE TAKE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 6.4 15 I
<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1
<br />JAM"I
<br />a .
<br />A.S.D. DES" LOAD
<br />MAXIINIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6.-S.
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />1 > 50 PSF TO 60 PSF
<br />5.-I'.
<br />6 MAX ' PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FQAALE ID OR PANEL MATE PLUS
<br />ANCHORS & Wl " SP,6pfi&1%%T,L4 1/2' D.C.
<br />�e A. Y14$", "'
<br />___.
<br />.
<br />. ,,jj , k _ _ ,\
<br />,
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<br />-1
<br />.. * :
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<br />-
<br />-
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<br />. .
<br />I... - . --r-
<br />: . a
<br />= 11r, * ; * 2
<br />% � It of llll�_ .;�� ,
<br />S � , ATE of �� - -1 , -
<br />, f __
<br />.
<br />% Ss , ,-I ,� 5 � ,4� �
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<br />"
<br />,�% � , ; .
<br />. � � ,
<br />- -$ , . , ,
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<br />,,, ,�-.� - . �R I I I
<br />,
<br />," 1, �p -
<br />",� I'm._., �,�.;,""/DITIC
<br />__
<br />FLORIDA BUILDING CODE (Non High Velocity Hur come Zone)
<br />.1m w000, -
<br />74 GAGE GALVANIZED STEEL STORM PAMIR
<br />'tN.,
<br />' .,
<br />11LIECOm. �
<br /> _
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />0'/2'/Uw
<br />,
<br />3 A 51 STRW
<br />CATE
<br />r im"ll a CeMowt -
<br />. - ...tZ - — " A-
<br />LRO - PWJ I'l-,
<br />DAME. n m3I4,w4Im_m7
<br />lIlIom, (_)m-?iNXI. F.
<br />20-175
<br />DIANX, - IN,
<br />-
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<br />1
<br />I
<br />7
<br />_ ____ -
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL J)
<br />INTO POURED CONCRE E OR CONCRETE BLOCK STRUCTURES
<br />�
<br />EXISTING P RED 1/110 TAW,CW pla:&POLIFIED
<br />, CONCRIFIE OR AMC -OR 0 0, cc to on
<br />. BLOCK ,� CONCRETE BLOCK
<br />11FOLARVO . ';� � .I )` REOURRED
<br />, CONCRETE
<br />,
<br />," rf
<br />111, � I 1. 'i )
<br />I �.: 11
<br />� i "I 'It � � ;,
<br />Im'. I I I . I- i
<br />7 �" t_ I . I /,.
<br />:% I �Z21111_1 0�4, , : � - ____ - ft/.*
<br />.. ,�' - --- MAX I MLAX
<br />;. ----a I � �� � r I
<br />"
<br />0
<br />rx'"NG-1
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<br />OLASS "I it
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<br />, -GUPARI -
<br />, 70 GtASS
<br />0
<br />EXVING POURED, t c A �
<br />CONCRETE OR' '.
<br />.11
<br />I
<br />CONCRETE BLOCK �.x
<br />REQUIRED
<br />11
<br />. �
<br />1/4*0 PAMELMATE PLUS
<br />ANCHOR 9 12 1/2' 0 C
<br />I-
<br />I ,"I')
<br />11,
<br />I.
<br />.!,Ai�_o
<br />0. __
<br />,pcP, - r_41
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<br />0 NEUMALS
<br />SOL IMET'" Is A 19 FOR ANCHORS "n a SIAC.0 TOP
<br />INSTAILLATIONII MID WOOD FRAWE 11101.0442%
<br />NOR ANCHOR SPAM14S AND lllklfi� EDGE DISTINCE
<br />ARE INOCATED ON THS SCHEWLt FOP to LCSS TNIM
<br />INDICATED 04 WHUW ROWC ANCHOR SPACRIC Ily
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<br />DENSITY OF 0.55 OR EOUAL ..I.. ��' - (Nwf -I.,- (-I -- - __�� ,,`Xm,C. M&I-7510. FIX C-)""Ohit 20-175
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<br />I PANU LENGTH I 6' PANEL ;ENCT" 11 111 PANEL LENCII 101, ! 1 6- PANti. Lrl,4114
<br />; I (SEE ELLVAIJON 0 "I � I (SEj'rjEVATlO" N / . ! (SE 4EVATION 0 I., I NEE ELEVATION
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<br />- SUTIAN I -?A
<br />0 ffAJ%_VNEL3 0 LMEMNINELL AR 0 LW�Nrll_
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<br />illiI No. 44167 ".
<br />S
<br />% �j . STAT*F OF .::1
<br />_,�_-� �: ��- I
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<br />-
<br />FLORIDA BUILDING CODE (Non High Velocity Hur come Zone)
<br />aMoo 'I'll"XI. �
<br />24 GAGE GALVANIZED STEEL STORIA PANEL
<br />pp
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<br />j .- o.44167 � I FLORIDA BUILDING CODE (Non Hilgh Velocity Hurricane Zone)
<br />NOTES, 3 *: *
<br />I allm IKM=. - Vp�
<br />.
<br />. . 24 GAGE GALVANIZED STEEL STORM PANEL
<br />Z -, - QRRRI a,
<br />OF
<br />I INSTALLA71ON ARE ONLY VALID FOR MAX A.S�C _� I.. STATE � .. .. I - _.____.___.___
<br />r' .
<br />. - . \ DATE
<br />DESIGN PRESSURE RATINGS (p SJ) AND PANn .0 taq*�_ -,- _.___-_1 11LIE C 0 GLML PROTECTION PRODUCTS, LLC. "
<br />LENGTHS AS PER ELEVATION ON SHEET 12. .... INC ,
<br />_�/_ It" Na a .000 1. 51 It.", ... - -
<br />FOR NEW WOOD FRAME CONSTRUCTION WOOD i&�ALI,
<br />2 �.'24) X.
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<br />MEMBERS 70 BE SOUTHERN PINE No 2, W1 SPECIFIC 0110166.010, , 1� Ve"). INIamt. (qsl)ww-7w. FAX. His.)ON-Am 1 20-175
<br />- I -
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