|
R INSTALLATION IN PORED ONCRETE,
<br />CONCRETE BLOCK OR WOOS STRUCTURES' VALID FOR REGULAR, LIFE
<br />SAFETY EE E-Z HANG STORK PANEL M SYSTEMS
<br />1. "--11 I
<br />a.. I ,
<br />I 1 1-4'(�) a 'o OR ! - z a p=1 r'.
<br />VARIES I I i 2101 WOOD FRAME 21. 3, .AW 3105 P--14-cm'
<br />1,91 =:FAT CONT, ALUM, -
<br />�QLAREG 1, UAL ,
<br />S' mmu, (4) & 0
<br />I k-2 1/2 TAPCON a 12' O.C1
<br />11(1-"�� � "
<br />CONCRETE ODRCRE7FI
<br />--� 1/4'0 . I 3/4* TAPCON . 3-1
<br />=R.M -� ==71bg ANCHOR 0 itO'E7, 2 li2l 1"I-
<br />I REOUIRE!, ' 2)141 wm FANNIE LJ; OR4
<br />Gmro I /--\.'�-. "I
<br />I ", >ak" lIr -�
<br />-
<br />1) �' I 11 / \
<br />(� '- 1. 11
<br />& I - '.cu
<br />CUT WA-Isl ' I
<br />F I I
<br />'X
<br />.."u.
<br />- il 70, - -
<br />W. - I 1 2'. T . ME m'-
<br />_ ' It -.1 ,
<br />X VARIES --2' . 5' . CONT.
<br />0 1 : , , 21 1 .05
<br />- 41m, Was ON I
<br />t S* Lt. 90< L AlaS ft�' I
<br />Ai-�-ILJ
<br />I- �i - I -
<br />/ , �' 101111" 3=14asHm POURED COMMEW. CONCRETE
<br />0 � i ---7--- ,P�S` - , I -D� PLMT 11 KOM OR 2*w "00 rRiAd:
<br />- ' , , i IL- IN MEIAL
<br />2;X e X,IDS
<br />' '
<br />- I '�
<br />. /' \�� (1) I I "r- I REOURM
<br />11 , - 2 . I , / T
<br />j 05- 14 OR - * _I , I I /,- \ (t
<br />I �2-
<br />401-111 AULM . I - -
<br />CONT I. - , - - 2 - It T/4% 'e
<br />E AUAL ANGLE , , /
<br />/ M CAP
<br />.
<br />fir 0 1101.1- ii, . 4' ..Ow
<br />0 Ir OGI -*1057"'4 OR 5063-m A,.Lav
<br />W/JM;XNUT Oat. M- ANGLE
<br />PASE A (PLAN) CAS B (PLAN) CASE D (P
<br />SCALE 1/4'.I* SCALE 1/4--1- SCALE 1/4'-I' SCALE 1/4'-I'
<br />r
<br />- --w-1 -- Scuc-SET OR CAILK-414
<br />I 'W ELCO PANEUMTE
<br />mm AT , A40
<br />11 -\ --- 103 q 0 J9 OR =M:10�. � -w ma.= OR 'PANEIMATE PLUS
<br />t�5�9 rr =Oomc I " OR 2N*' WOO � , SM OF OPENING " SCHEDULE ON Sm �'
<br />- �Mwl PANEL r BLOCK 4 FRWE REOUM � I AS APRXASUF ! 10 & 1,11 I
<br />7 OVERLAP MONO 21.1 WOOD Fit" T & 0 1 1
<br />- , -
<br />I I
<br />OPENING WIDTH) plaum I I.. I----,- 111111 . . . . . ��� � � - ��� ........ '-
<br />I POURED CONDAM 60WACE - . .
<br />OR 21W WOOD FRAME I 1&� 11 . .r' -, . I ,
<br />.S I I li'.` Met, I " ,
<br />11 ....... 11 -00 I I
<br />I
<br />; -1 VARIES I , (
<br />I I -'� - 0j- %= "T A
<br />I 1 '--(2.(2) OR(j) �' :) /
<br />. I \t" I
<br />REAR PATo
<br />I RALLEL
<br />� T w- I wu (Norm CUT PC pmw
<br />I X - ELO-, DISTANCE - lr--- - 11--mg
<br />t "I I
<br />C1 i
<br />, I
<br />I I I
<br />I I -1 ----
<br />-Mait, = � .,:p "Aw-HUNN" CA.$E !2 (P
<br />�"-��
<br />- . =� 0"' S A Tit � !iu'. SCALE 1/4'-1"
<br />.t. :. /
<br />A;V-�-1.v.\'.r'1-E "). % VALID FOR DIRECT MOUNT INSTALLATION ONLY &
<br />-•" ✓
<br />iii.- IV, e .. . 75�
<br />9, - ��%
<br />z' .- . CERTF[EO PANEL INSTALLATION AT WADS W/
<br />SURFACE LEVEL VARIATIONS wrTHIN Ile
<br />No. 44167.
<br />2
<br />z*I s .:*z FLORIDA BUILDING CODE (NorH)gh Velocity IIUrTicone Zone
<br />CASE E (PLAN) CASE F (P -a ';�%' STATE OF . -- 02M uma. Amc. 24 WE GALVANIZED STEEL STORM PANEL ?.K
<br />. ';��
<br />"�""' - 17r
<br />1/4'.11 SCALE 1/4--l' "ZOA1010'..' _ amie, p'.
<br />SCALE , ";� - IL EIC*jge� � GLOBAL PROTECTION PRODUCTS, 07W
<br />7 � DAM
<br />nNtUC.
<br />1 4sw &w. b'
<br />`-4� GONS, rL. 30
<br />20-175
<br />"ONE, MV,"-75W FM. (954)RIO-8717
<br />--=- OMMING
<br />Q,-ODDVIS - - I - I - 11 . I -
<br />, I - - . I
<br />*" 11 "-I- SHEET !-- J1. I 11=TV Jr.,
<br />47-rall- .
<br />MAXIMM A.S& DESIGN PRESS RE RATING 4p.s.f.) AND CORREMQNDING MAXIMUM ANCHO SPACINra
<br />SCHEDULE Egg REGULAR SIM PAN91AWINMADQNS INTO WOOD MUCTURM
<br />(VALID ONLY FOR PANEL15-1)INSTALIATIONS AS PER ALTERNATNES 1W THRU W ON SHEETS 6 & 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RXIDNa
<br />(P-1.)
<br />MAXIMUM ANCHORS SPACING FOR EA, - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />AL'Ut"TAO
<br />f
<br />COM& BINAANY
<br />TION
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />v
<br />(it.)
<br />-
<br />TAPCON
<br />LAS SCREW
<br />PANELIMTE
<br />FEMALE ED
<br />PANE"3E
<br />PLUS
<br />.
<br />WOOD BUSHING
<br />13*
<br />lzr
<br />Ir
<br />I
<br />Let (Tom -
<br />13*
<br />-Ir
<br />T3;-
<br />-Ir
<br />13`13"
<br />1W OAMM)
<br />0 1/2'
<br />8 1/2*
<br />5 1/2-
<br />0 I/r
<br />6 1/1,
<br />2W M
<br />_
<br />-
<br />-
<br />6 1/4-
<br />12 1/2-
<br />6 1/4�
<br />2w (BoTT.
<br />V-cr
<br />OR
<br />---
<br />-
<br />- -
<br />----
<br />S'
<br />-
<br />as ITOP)
<br />I=
<br />K
<br />--
<br />B .
<br />.
<br />'.
<br />-"-
<br />-
<br />3W 00,11041
<br />-S" -
<br />IF
<br />13,
<br />13'4W
<br />(TOP)
<br />+45, -45
<br />OR
<br />LESS
<br />--L3�-
<br />Ir
<br />-13:
<br />is,
<br />13'
<br />1 Is-
<br />is,
<br />4w (WM-Q
<br />I
<br />is*
<br />13*
<br />is,
<br />a 172`
<br />-
<br />1W (TOP)
<br />- --LJL-
<br />33"
<br />IS"
<br />la'
<br />61
<br />w)
<br />-(0mw
<br />----------
<br />Il
<br />'------It
<br />5 12;
<br />/
<br />/
<br />5
<br />6 2-
<br />OP
<br />T/)
<br />-
<br />-
<br />6 1/4'
<br />12 I/21
<br />8 Ile
<br />z* (wrr--)
<br />>5'-*"
<br />TO
<br />4 1/2'
<br />4'
<br />6 1/2-
<br />a I /I-
<br />-
<br />3w (TOP)
<br />14'-4'
<br />I/
<br />�
<br />s 1/2*
<br />n_
<br />- -
<br />YN mr1w
<br />--
<br />[�L;i�
<br />21. -
<br />-L-
<br />12-
<br />12. -
<br />v
<br />4W (top,)
<br />=
<br />"�
<br />+ 13,
<br />1 13'
<br />1 a Ilr ---
<br />P if (Borroul
<br />I i
<br />F-id-TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER (9 6
<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
<br />MAX, P.S,D'
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(PA.0
<br />MAXIMUM ANCHORS SPACING FOR EA - AS SHOWN ON SHEETS 6 A 7
<br />APFuGAME
<br />If)
<br />ALTERNATIVES
<br />d=
<br />OF -IAU
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />v
<br />(H.) -
<br />TAPCON
<br />LAG SCREW
<br />PANELVATE
<br />FEMALE tit
<br />PANELWATE
<br />PLUS
<br />WOOD BUSSING
<br />-
<br />13'
<br />is,
<br />13"
<br />73,
<br />is mn
<br />tar
<br />-ill:-
<br />1]`13"
<br />--
<br />III
<br />8
<br />W(BO-rm)
<br />6 I/V
<br />a 1jr
<br />a 1/2' --
<br />- - 6 -1/2- -- -
<br />6 1/Z-
<br />2w m1p)
<br />-
<br />-
<br />-
<br />6 1/4-
<br />I�T
<br />6 1/4"
<br />2W (IOTT,')
<br />S*-w
<br />----.,. -
<br />r___
<br />IT
<br />_
<br />_ _12
<br />_
<br />!F�-
<br />OR
<br />LESS
<br />7 1/2-
<br />'-i
<br />w
<br />-----.B:___
<br />r
<br />-'--1:__
<br />a,
<br />-.--
<br />-
<br />3W (WHOM)
<br />51--
<br />I -
<br />is,
<br />--
<br />T3;
<br />-
<br />Is.---
<br />- -
<br />tr
<br />'a�
<br />4W ITO
<br />>+45. -45
<br />'O
<br />In, -76
<br />13'
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />4W (BOTTOM)
<br />I
<br />-
<br />13-
<br />Ij!"
<br />13*
<br />Ir
<br />to*
<br />lw vw)
<br />13-
<br />73'
<br />is'
<br />-
<br />13'6
<br />I^-
<br />fit mrom) .
<br />a lIr
<br />--
<br />6 'Ir
<br />6 t/2*
<br />6 1/2-
<br />6 1/2"
<br />2w (TOP)
<br />-
<br />-
<br />I 6 1/4"
<br />1 12 112'
<br />I 5 1/4�
<br />12W MOTT.')
<br />I >!tO�'
<br />4 1/2-
<br />51
<br />1 7 1/2'
<br />1 7 1/2'
<br />1 -
<br />.
<br />v
<br />5 1 2'
<br />�
<br />1 '.
<br />I a"
<br />I -
<br />*rrow)
<br />11.
<br />I 2
<br />1 13
<br />I
<br />-:
<br />5 11r
<br />MP)
<br />fe,
<br />L
<br />, ---T'---Tta
<br />L7 ,"�
<br />.
<br />1 -+
<br />'r
<br />lcr
<br />I kW(BOTTOM)
<br />- SEE TABU 11 FOR WAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />I " USED, CORRESPONDING ONLYTOALTERNATE 2W ON SHEET 5 I
<br />TABLE
<br />d1 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B*
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />1
<br />> 50 PSF TO 60 PSF
<br />51-10, 1
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />A'71ONS
<br />W/ PANEL MATE ,F&MALE 10 OR PANEL MATE PLUS
<br />ANCHORS III */ " SP*mll'iff"4& 1/2* Ole,
<br />INSTALLATION DETAILS- FOR LIFE SAFM PANEL (1-)
<br />INTO POURED CONCRETE QR CONCRETE BLOCK 3THU9TUEES
<br />I fe* TAPCON --- " -
<br />v =POURED 14' -7-r _--RITNG POURED
<br />- - - m �.HOR C O.C. NORM ORcGNCROr BOCK y.
<br />,ONCREYE BLOW
<br />- REOURED REQUIRED.
<br />'
<br />I 71i� --1)
<br />-1 � � 1.1 I
<br />I r-- 1 - I F- . 1/4*
<br />I
<br />E.6e �. I ! �
<br />--- - ---I
<br />'
<br />,
<br />'i
<br />----, E6,* . I
<br />. I
<br />-L I "I I �
<br />I I �!
<br />I
<br />I i 0 1 Wirt. : T.
<br />0 1 ii-liEPAR43100- I
<br />0 1 N TO CLASS- , - . -j'i'l-eM �, ;
<br />IT- - _ -1-1 Y.
<br />wf�---�4 - -L - i� � - 11 ' I I i
<br />I I =='.1 EX i I
<br />I -Lzr4 I , " - - I
<br />11 -1 - -- 1 4- --- I ? v 3 MAX
<br />It / , 1,
<br />PANEL UD6n4 w --- - - ---- 6' PANEL LENGTH
<br />�-4 � ... - (SEE ELEVATION I t (SEE Et"ATION
<br />I- ww i ON SHEET 22) 0
<br />0 i-1-- -- --; CHIGNEEim
<br />-SEPARATIO01- i -0 I I �
<br />To CAAS& I ,L
<br />1. -r-- - =� 1 I
<br />I (D I
<br />S mI I COSTING -�t I".aI_ 1@ CONIC OwolI -;-
<br />'T 0,99, "@
<br />REQUIRED;o�) I
<br />1/4-0 pmnwm p1v4-7T4 =ON R-am
<br />ANCHOR 0 72 Ij 2 AMLAIR MELS
<br />SEE BEETS-15 4 if FOO ANCHORS TYK At SMCMG FOR
<br />NSIALLATIONSADD WOW RLAME ILILONGS
<br />"I'Mum ANCHOR SPACINGS AND "MUM EDGE OUSTARM
<br />ARE 90=0 ON T"S SCHEDULE, m E.O. LESS THNI
<br />INDCATOD 04 SCHEDULEEfiVJeE ANCHOR SPACING Wt
<br />MULDAL"No ZPACHO SHOWN04 SCHEDULE BY THE
<br />,Ouj)wli4 FACYM FOR THIS OpmTKw To BE possmim
<br />ADDUCED WOZ1101i DrAWM •USING FACTOR SHALL Not BE
<br />LESS THAN J4IMIUM WOMM INDICATED FOR LUX ANCHOR
<br />TYPE ON THIS SCHEDULE.
<br />.
<br />1/4'.
<br />SCHMM
<br />__Ile.
<br />-
<br />----
<br />WANAL mwm Steam ityj
<br />3
<br />. I
<br />*`M`e"NA- IGr.,w 01)
<br />3
<br />3 1
<br />isal [,xesm B,* OQ�
<br />- -
<br />3
<br />31/2 1
<br />a
<br />.
<br />AMIAL mm am" WAO
<br />FACTION
<br />I
<br /> !212
<br />1
<br />am -
<br />----- --- -----:,
<br />-----,
<br />--- ---�-or----
<br />"I
<br />-- - -
<br />r
<br />080- ).so
<br />I ---
<br />3 'Ir
<br />- ---,-
<br />- -
<br />""
<br />.44 -
<br />11=111 11 -kA- - - I IN'Sly A -30
<br />m.) 0 MEM EAWA
<br />WALLMOUNTINGS
<br />SCALE1/1.1.
<br />(VALID ONLY FOR PANEL 1, AS PER SECTIONS I THRILL 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PROTORE
<br />RA
<br />(PA-0
<br />MAXIMIUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN ".
<br />PER SOH
<br />MU
<br />BELOW V
<br />APPLICAKE
<br />TO SECTIONS
<br />MAXIMUM
<br />PAMOL
<br />Qqr
<br />VC)
<br />MAX, A.5,D.
<br />DmG"
<br />PRESSURE
<br />RATING
<br />(PA'ft)
<br />MAXIMUIA
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MR E.D.PM
<br />SCHEDULE
<br />BELOW ;F
<br />f,
<br />llu
<br />"
<br />&s.
<br />0101,
<br /> I—
<br />I=
<br />LENGTH
<br />10
<br />6L)
<br />L' IA�
<br />SOLID
<br />-SET
<br />I'VINEALMATE
<br />FEMALE
<br />10
<br />PLUS
<br />TIE
<br />zvw-"UN
<br />CALK
<br />-IN
<br />a 1"Y'
<br />TAECON
<br />SOUD-SET
<br />PANELMAIF
<br />FEMALE
<br />-
<br />PANELMArE
<br />PLUS
<br />I ZNMAC-NALN
<br />MK-IN
<br />
<br />To
<br />GONGAOM
<br />,,,
<br />q&
<br />No=
<br />.
<br />,VIM
<br />GDam ilk
<br />-
<br />to
<br />1
<br />--
<br />-
<br />;z
<br />Comwi -
<br />.�6
<br />I -1
<br />WHOM
<br />;9;Rvw
<br />+43, -45
<br />OR
<br />I=
<br />I
<br />I:r
<br />".
<br />is,
<br />ly
<br />13,
<br />13,
<br />Ir
<br />13,
<br />1-ar
<br />Is,
<br />13"
<br />ir
<br />I (TOP)
<br />—
<br />I ,-,.
<br />OR
<br />LEW
<br />-45
<br />TO
<br />�65' -"
<br />I Ll
<br />13*
<br />1 Ir
<br />is,
<br />13,
<br />i
<br />13'
<br />IS
<br />Ir
<br />it 1/2'
<br />I (10p)
<br />51-ir
<br />OR
<br />LESS
<br />13,
<br />13'
<br />Ill
<br />13'
<br />I;r
<br />I is,
<br />tar
<br />"',
<br />13"
<br />Ir
<br />� Is,-
<br />13'
<br />la-
<br />T -(wmm)
<br />is,
<br />j Ir
<br />13,
<br />is*
<br />I:r -
<br />13"
<br />Ir
<br />11 1/2'
<br />1 (BOTTOM)
<br />ir
<br />1Y
<br />Is-
<br />W
<br />Ir
<br />Ir
<br />Is-
<br />137
<br />Is-
<br />Is'
<br />I r
<br />�K';"
<br />13'
<br />13*
<br />2 (w)
<br />Ir
<br />1 lar
<br />13"
<br />is"
<br />ir
<br />Is.
<br />'Ln-
<br />11 -1 -/w
<br />L(iw-)-
<br />,
<br />13,
<br />Ist,
<br />13,
<br />is,
<br />13,
<br />-
<br />1
<br />,a-
<br />157-
<br />Ir
<br />-i-37
<br />-W
<br />OTTOM)
<br />-
<br />w
<br />13,
<br />1.
<br />13,
<br />�
<br />Ir
<br />Ir
<br />ir
<br />it t/2,12
<br />(BOTTOM)
<br />-.!r
<br />Ir
<br />Ir
<br />Ir
<br />, -
<br />ir
<br />I.-
<br />.-
<br />Is-
<br />1 tr
<br />Ir
<br />�
<br />it
<br />Ir
<br />3 (tOPI
<br />13,
<br />13,
<br />I�
<br />.
<br />13,
<br />1 IS'
<br />ir
<br />Is*
<br />Is-
<br />/1.
<br />11 1/2'
<br />3 (POP)
<br />�)
<br />-ir-
<br />-L'�-
<br />12 1 Ir
<br />12 1/2'
<br />ly �--Ile-
<br />5 114e-
<br />12 1 /V
<br />,i v,
<br />12 1/21
<br />.
<br />-
<br />i -
<br />6 1/4"
<br />a ve
<br />a (BOTTOM)
<br />-
<br />-
<br />12
<br />'Ir,12
<br />1/2-
<br />12 I,/2'
<br />-
<br />-
<br />6 1/4'
<br />6 111V
<br />3 (BOTTOM)
<br />r
<br />r
<br />r
<br />Ir
<br />Ir
<br />w
<br />1.
<br />w
<br />r
<br />1.
<br />�
<br />a-
<br />7 1/2'.4
<br />(TOP)
<br />0-
<br />5 1/2",
<br />j
<br />I
<br />1*
<br />B"
<br />W
<br />7 1/2'
<br />O'
<br />6*
<br />a.
<br />51
<br />A (IOP)
<br />r
<br />-
<br />-
<br />--=
<br />e
<br />,
<br />s'
<br />-
<br />-
<br />4 180TIOtho
<br />0
<br />-
<br />"'
<br />e
<br />-
<br />.
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<br />& R-1 LIFE -1 OWLL R- -is
<br />HE MAR EME-S An'ENSE"TY EAH'-' &MALMAR PANELS OALL'Jfpsma"m
<br />&LOWNG Im"Isgi WALL MOUNTINGS
<br />0, SCALE 3i/8-i"
<br />'a'O�F:77'�q:' ,
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<br />... �
<br />.. EN `-1.150. %, FLORIDA BUILDING CODE (Non High Velocity Hu one Zone)
<br />Nm Alfr4r, " "' 1911= INC. FYI
<br />r ' ?A GALVANIZED
<br />, ; = 24 GAGE GA NIZED STEEL STORM PANEL
<br />1, INSTALLATION ARE ONLY VALID FOR &&D. DESIGN . ,44167 -. OWN ft
<br />- I **z .
<br />, PRESSURE RATINGS jpAND PANES. LENGTHS AS !*. If . . - -
<br />SHEET 1z !� �a'- S -, GLOBAL PROTECTION PRODUCM LLC. """"
<br />PER ELEVATION ONrAwn 0 : ':� 11LIECOirs - DITE,
<br />1 4m tit at STOW -
<br />2. FOR *V WOOD FRAME CONSTRUCTION: WOOD S .�R%.
<br />.. ." li� I n. 33314
<br />MEMBERS 0 BE SOUTHERN PINE No 2. W/ SPECIFIC . " .00 '. M--
<br />T ... - ,.;. 0 PHORM ")W�?VA PAY' (1154)9�1 20-175
<br />,,*,,:,* DENSITY OF 0.55 OR EQUAL I—. - ' CA-0006710 -.1 - 1-1 OWNING Na:it
<br />'IV
<br />4 =04%G"A"A""rx", WAITER . "Lut .1r,092 Pt" sow 15 or to
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<br />SCHENLE EQR REOLAR ISTORM EMEL111831AILOONS 110 RETE & COGRETE BLQCK SBUCIUM
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