|
1 1141 III ! -.II
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES& VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL(i) SYSTEMS
<br />1 1
<br />O Q OR aWow".1 w
<br />r.* WOOD FANNIE eo1LT-ie LOAN. ALM --14 14 DO
<br />Y 1Ax•/ ANILE WITH, ,/4.0 , 1 3/4• '-
<br />TAIIALLDr
<br />-
<br />PDUIRm aGNCKTE. __, �.
<br />�1�E7� , .'• . , 3 4• TAPCC
<br />eLocK OA Y.4' WOOD FRNIE 1 1 ANCHOR 0 1: o.�. 2 1/2' '
<br />KdXwm i L __ fl OR®
<br />Y.N WOOD FMYE YI »
<br />it/.• "p I _i
<br />CR ANA(L`,• i
<br />'ANC OR ..} 1 y 1 • 0i
<br />j "Co.
<br />' 4 13' D.C. 1 2• a 2• , O55' m TEIaMTE LEG 1.OQaT10N
<br />VARIg
<br />"O f Y MI l cLE i AW. ANtt[ OR
<br />�.
<br />Y2e.
<br />�,( ••-�----- 1 090' 3106-NISI SNFET PORED CONCRETE, CONCRETE
<br />I 1_ (fR.tlt 1ETK AIW. bdf PLATE �.- BLOCK O 2•,4' MOOD HAKE
<br />Y X 4' X -I •. _' /r
<br />3•os-Ht4 oI / 1 -
<br />2L'af,.2• O 2- -
<br />SM-T6 ALLOY -
<br />t i/4s
<br />COW. ALUM. ANGLE 1b,.
<br />NG.. GAP
<br />1/4• P BOLL 4' . 4• ..o7Y
<br />'3,a5-H
<br />AStY aC- 14 O1 BMS-n ALLOY
<br />W/,MC MUTT Cam. Run. NgtE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1f4'.1- SCALE i/a'.1' SCALE t/4'.,' SCALE 1/4•.1•
<br />i SOLO-9Er OR CAUK-A
<br />a Fa PANCMDE
<br />1
<br />pNTB�D
<br />1-- - - - oO ? T'9LDLP - _TO► TTOR DART 'TFJ� O AND
<br />.••.' 1 FA NIE YN00 ,AIDES OPDAD 3CEDUE pl 61rFL15 9.
<br />©•O� (
<br />nn
<br />IAAP PEEL - BLOCS VARIES O ® TwAy6 REWOIm A6 MPIIC/AE I f0! it
<br />r �W � 2•14• ,FOOD FLAK S NAXa•E 4 � )
<br />OPENING WIDTH CONCRETE R
<br />OD F-
<br />llE
<br />OP 2 4' WOOD FRAME
<br />'© OR (3 Iwo rV1T MACES PNMLIII TO
<br />s Me. I WAU (NEVER CUT END PAIL)
<br />X . B.D. DISTANCE -� - - - - 1--
<br />_� ---- —r:; M1, -J NNNHAI CASE G (PLAN)
<br />d' CEP A. Tl4/T SCALE 1/4-.1•
<br />r a4i m
<br />+R • r ac a �9 . VAUD FOR DIRECT MOUNTINSTALLATION ONLY e
<br />\\DENS
<br />yT F .,. '•f. CERTIFIED PANEL INSTALLATION AT WALLS Wf
<br />_ N0. 44167 E SURFACE LEVEL VARNt CONS NITRO 3/4
<br />FLORIDA BUILDING CODE Non Wgh Vittocify Nu one Zone)
<br />CASE E (PLAN) CASE F PLAN) :�e •� «� F[P21 DACE GALVANIZED STEEL STORM PANEL
<br />•.1' '.
<br />SCALE 1/4•-1• SCALE 1/4�F. OR 10. �"� -�
<br />O7m�'02D
<br />I INe. AL PROTECT" PRODUCTS, U.C. MT.
<br />IIHI SAGO ew. 61 WTIEEf
<br />! �I.d'E�l �'i ra R v r r.rr 4MrOR MA"'Iir WNW. ti Fv ( 20-175
<br />.,.•.. , N>•) r±N-1a�, cmm-MRRD Ten NG OrNK-T6H0. rAX: 19R4)teP-BFB7
<br />DAYAPD Nr
<br />P.E. 9F4,/'WW1Y[/MTE OMOO9Wt,e nl On-4,11
<br />ANLTEII A IL/1 M.. PL e1Qi R a 1A
<br />(VALID ONLY FOR PANEL 1OINSTALLAITIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 dt 7)
<br />MAX. ALSO.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.P.r.)
<br />MUMM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS e k 7
<br />APPUGABLE
<br />70
<br />A ANY
<br />OF /NAIL
<br />MAX*"
<br />PANEL
<br />LENGTH
<br />1.
<br />(n.)
<br />TAPCON
<br />LAD SCREW
<br />PANELMATE
<br />FEMAE ID
<br />PANELMATE
<br />PLUS
<br />'WOOD OLSNNG
<br />13•
<br />13'
<br />13'
<br />13"
<br />Ir
<br />W (TOP)
<br />13,
<br />Ir
<br />13'
<br />it
<br />13'
<br />1W (BOTTOM)
<br />6 1/2'
<br />6 1/2'
<br />6 1/2-
<br />6 1/27
<br />6 1/2•
<br />(10P)
<br />-
<br />-
<br />6 t/a'
<br />12 1/2•
<br />6 1/4'
<br />(am..)
<br />5--0'
<br />6'
<br />e•
<br />e•
<br />8'
<br />-
<br />(TOP)
<br />LEs
<br />9'
<br />a•
<br />B.
<br />6•
<br />-
<br />39 (IOTOM)
<br />- ,3•
<br />IY
<br />13•
<br />13•
<br />13,
<br />(TOP)
<br />+'• -45
<br />L�
<br />13
<br />tr
<br />13•
<br />13•
<br />13"
<br />W (BOTTON)
<br />'Y
<br />Ir
<br />Ir
<br />13'
<br />6 1/2•
<br />W (TOP)
<br />,r
<br />Ir
<br />13,
<br />iY
<br />6•
<br />,W (DDTIO)
<br />6 1/2'
<br />6 1/2'
<br />6 1/2'
<br />5 1/2•
<br />6 1/2•
<br />(HOP)
<br />_
<br />-
<br />6 1/4-
<br />12 1/2-
<br />6 1/4•
<br />(BITo
<br />>
<br />4 ,/Y
<br />4•
<br />6 1/2•
<br />5 1/2'
<br />-
<br />(TOP)
<br />j4•-4-
<br />4 1/2•
<br />♦ 1/2'
<br />7
<br />7•
<br />-
<br />31V (BDTTOR)
<br />t0 IJZ'
<br />9 7/Y
<br />12'
<br />12'
<br />4'
<br />W (TIP)
<br />13•
<br />13'
<br />13•
<br />it
<br />6 t/Y
<br />{W (BOTrON)
<br />•SEE TABLE ji FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2Wl ON SHEET 8
<br />MAX, A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p31f.)
<br />I/AtOWM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7
<br />APPLrt'ABIE
<br />ro
<br />• ArlY
<br />THEM
<br />MAXMUM
<br />LENGTH
<br />I.
<br />(nJ
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE ID
<br />PANQWTE
<br />PLUS
<br />WOOD BLlSH9NRi
<br />WOOD
<br />tY
<br />IY
<br />13"
<br />13'
<br />13•
<br />1W (LOP)
<br />,r
<br />Ir
<br />tr
<br />Ir
<br />r
<br />IW (6DTrOM)
<br />6 1/2"
<br />6 1/2,
<br />6 1/2•
<br />6 1/2'
<br />6 1/2'
<br />2W (TOP)
<br />Y
<br />7 1/2•4t/2,-
<br />a'
<br />-
<br />(Top)
<br />L�
<br />7 1/2•
<br />e•
<br />r
<br />-
<br />3W (BWION)13"
<br />U'
<br />,r
<br />13'
<br />(EDP)+45.
<br />-45
<br />-7513"
<br />13'
<br />1Y
<br />tr
<br />13•
<br />4w (BDTMMTO
<br />Ir
<br />13'
<br />13•
<br />10,
<br />He )
<br />Ir
<br />13'
<br />6I/4•
<br />IW (9DTTOM)
<br />6 1/2•
<br />5 i/2•
<br />6 1/2'
<br />6 1/2'
<br />(TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 Ilr
<br />6 1/4•
<br />211 (GOTTA)TO
<br />4 1/Y
<br />S•
<br />7 1/i'
<br />7 1/2•
<br />-
<br />crop)
<br />7• S•
<br />5•
<br />5 1/Y
<br />-
<br />30 (eorraM)
<br />13"
<br />1Y
<br />U•
<br />U'
<br />51/2'
<br />AIR 0"
<br />13'
<br />13•
<br />it
<br />Ir
<br />IQ'
<br />4W (BOTOM)
<br />• SEE TABLE jt FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />JULLA1
<br />A
<br />A.S.D. DESIGN LOAD
<br />MA>aRJli PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />61-8-
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE AMALE ID OR PANEL MATE PLUS
<br />ANCHORS k W/ Q9S+WTM,2 1/2' O.C.
<br />INSTALLATION DETAILS•:
<br />INTO POURED ONCRETE
<br />UFE SAFETY:M it
<br />OR CONCRETE BLOCK STRUCTURES
<br />1 � IaYN DTP 7�I
<br />I
<br />l Mm.
<br />I PANEL LENGTH
<br />EIEVATON
<br />t yn I ON SHEET 12)
<br />SEPARAt1O4- 1
<br />TO GLASS
<br />1
<br />i
<br />EOSRMC POURED Los
<br />COCRETE OR
<br />CONCRETE eLocR
<br />REOWrED.
<br />1/46 pANELANTE P} $
<br />AINO70R O 12 1/Z' O.C.
<br />SEE $H EM 15 A 14 FOO ACH M TYPE At 9GACAD FOR
<br />PSOLLATKM KM WODO FUME MEDICO
<br />HPMI{M ANCHOR SPAC,NM AND MNWM EDGE DISTANCE
<br />ARE IO"TED ON TN6 SCHEDULE. FOR E.D. UM TWA
<br />ROTATED ON SCH WLU A DUCE ANCHOR S0.YJD 10
<br />WLIMLYWO SPACM(: SOWN aN somu of THE
<br />FOLLOWM FACIM FOR TIE OPEA.TCN TO K POSSOLE.
<br />REDUCED SPYCMG CWt4M USN6 FACTOR SMALL "Or K
<br />LOS THAN MIWAM SPACED OCICATD FOR EACH ANCHOR
<br />TYPE ON TAS SCHEDULE.
<br />'/4••
<br />'/4y
<br />AIIOEA ABC
<br />»rca
<br />MPYM AKr06 IFWM Pal
<br />3
<br />3
<br />•NNrMRNrr GN,sIN 6N3
<br />3
<br />3
<br />3
<br />3 1/2
<br />eN,AtN4 W al.r 9rW OJ
<br />ARISE Q mmu lm
<br />now
<br />_
<br />:1/2•
<br />An
<br />_
<br />y
<br />AAo
<br />+m
<br />3,
<br />ED-
<br />CONCRETE BLOCK
<br />REGRADED.
<br />1/4.0 PANELMATE
<br />ANCHOR (BEYOND)
<br />WALL MOUNTINGS
<br />SCALE 3/111
<br />__ I
<br />-SI eOLO r,Q�
<br />N u
<br />{
<br />l MAX
<br />6' PAHM LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />6'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAX A.S.D.
<br />DESIGN
<br />PRESSURE
<br />PATNG
<br />(pl.f.)
<br />WOWM ANCHM SPACND FOR MIN E.O. PER SCHEDULE sam
<br />;S-11
<br />HN70Ml1M
<br />LENGTH
<br />(K)
<br />LIAR AS.D.
<br />DESIGN
<br />PWF�URE
<br />(D.•.r.)
<br />ISAIOMM ANCHORS SPACING FOR IAI ED. PER SCHEDUOE BELOW
<br />APPLICABLE
<br />70 SEC,
<br />Ly
<br />OF THEN
<br />LENGTH
<br />(K)
<br />TAP/bN
<br />SOLID -SET
<br />FEMALE O
<br />PUS
<br />2AMAC-IMA1N
<br />WJ(-W
<br />TA'CONN
<br />BOND -BEE
<br />FE ALE D
<br />PLUSZAIaC-NNUNCAI(-NPANEL
<br />mm
<br />m
<br />w
<br />wroroRATING
<br />w
<br />w
<br />10
<br />to
<br />To
<br />+ 45
<br />OR
<br />LESS
<br />13'
<br />,3•
<br />u•
<br />,r
<br />13'
<br />,r
<br />13"
<br />lr
<br />,r
<br />•
<br />3
<br />,r
<br />,r
<br />(TOP
<br />5,-5•
<br />OR
<br />LESS
<br />. -45
<br />+65, -65
<br />•
<br />13,Y
<br />,
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />3
<br />r
<br />Ir
<br />r
<br />/
<br />)
<br />W-r
<br />OR
<br />LESS
<br />i3•
<br />7r
<br />13•
<br />tP
<br />IY
<br />Ir
<br />/r
<br />13•
<br />IS-
<br />Ir13-
<br />,r
<br />1 (BOTTOM)
<br />,r
<br />13•
<br />,7•
<br />,r
<br />1r
<br />Is,
<br />1Y
<br />13'
<br />,Y
<br />Ir
<br />13'
<br />,t 1/2
<br />, (BOTTOM)
<br />1Y
<br />13'
<br />13'
<br />13'
<br />13•
<br />Ir
<br />13•
<br />T]•
<br />it
<br />IIr13'
<br />13'
<br />2 (70Ij
<br />,Y
<br />13'
<br />Ir
<br />13'
<br />1r
<br />,3•
<br />tY
<br />13'
<br />,Y
<br />IY
<br />Ir
<br />11
<br />11 1
<br />2 (TOP)
<br />,3•
<br />t3'
<br />/S"
<br />,]'
<br />lr
<br />13,
<br />13'
<br />lr
<br />13'
<br />Ir
<br />it
<br />/r
<br />2 (BOrrOM)
<br />13'
<br />13•
<br />13'
<br />1Y
<br />t3'
<br />tY
<br />U'
<br />13•
<br />13•
<br />U'
<br />13•
<br />tt 1/1
<br />2 (BOTTOM)
<br />13•
<br />Ir+r
<br />13,
<br />Ir
<br />tr
<br />13•
<br />13,
<br />13'
<br />13'
<br />,Y
<br />it
<br />J (HOP)
<br />13'
<br />,]'
<br />,3•
<br />13'
<br />1]•
<br />t3•
<br />13'
<br />U'
<br />ti'
<br />il"
<br />IJ•
<br />tl t/1
<br />3 (TOP)
<br />-
<br />-
<br />12 ,
<br />12 1/2
<br />a Ile
<br />Ile
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/4•
<br />9 1/4•
<br />3 (BDrMU)
<br />-
<br />-
<br />12 ,/2'12
<br />1/T
<br />6 1/4'
<br />6 1/{'
<br />2 1/2.12
<br />I/2
<br />-
<br />-
<br />a 1/4'
<br />6 1/4•
<br />J (BOTTOM)
<br />r
<br />e'
<br />B•
<br />8•
<br />a•
<br />a'
<br />e•
<br />Y
<br />8•
<br />Y
<br />a•
<br />7 1/2.
<br />4 (TOP)
<br />a'
<br />5 1/2-1
<br />a•
<br />I A•
<br />6•
<br />15 1/7-1
<br />8•
<br />7 1/2-
<br />a•
<br />a'
<br />a'
<br />S'
<br />A LOP)
<br />6'
<br />8•
<br />-
<br />6'
<br />-
<br />a'
<br />-
<br />W
<br />-
<br />6'
<br />(BOTTOM)
<br />e'
<br />-
<br />a'
<br />_
<br />4 (BOTTOM)
<br />13'
<br />1S•
<br />_-_
<br />1T
<br />13•
<br />,3
<br />Ir
<br />Ir
<br />I
<br />1r
<br />Ir
<br />tr
<br />U•
<br />_-
<br />13
<br />S (TOP)
<br />,3•
<br />13,
<br />13'
<br />Ir
<br />Ir
<br />it
<br />13•
<br />13'
<br />1r
<br />t.Y
<br />IT
<br />t1 1/2
<br />S (TOP)
<br />--
<br />13'
<br />--
<br />1J'
<br />13'
<br />13•
<br />13'
<br />Ir
<br />tr
<br />TY
<br />IS-
<br />IY
<br />IJ•
<br />S (BOTTOM)
<br />13'
<br />13'
<br />IJ'
<br />73'
<br />,S'
<br />13'
<br />lY
<br />1J'
<br />+3•
<br />1J•
<br />13'
<br />11 1 2
<br />/
<br />6 (BOITON)
<br />t3•
<br />13
<br />t]'
<br />t_3'
<br />13•
<br />,3'
<br />tr
<br />13'
<br />IS•
<br />iJ'
<br />13'
<br />t3'
<br />6 (TOP)
<br />IS'
<br />17'
<br />,r
<br />7r
<br />13'
<br />13'
<br />fY
<br />I3'
<br />1r
<br />7J'
<br />13'
<br />11 1/2
<br />6 (TOP)
<br />_
<br />_
<br />6 Ile
<br />6 1/Ii
<br />6 ,/4'
<br />9 IJs•
<br />-
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 1/4•
<br />6 (BOTr.")
<br />-
<br />-
<br />5 Ile
<br />6 Ile
<br />a Ile
<br />6 1/4•
<br />-
<br />�_
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 1/4'
<br />5 (BOLT.••)
<br />Ir
<br />S'
<br />13'
<br />10 1/2
<br />13•
<br />Y
<br />f3'
<br />Y
<br />7 1/2
<br />5 1/2
<br />IV
<br />4 1/2'
<br />1 (TO►)
<br />>5,.4•
<br />70
<br />14 -4'
<br />13'
<br />6•
<br />13'
<br />iJ'
<br />73•
<br />8 t/2'
<br />13'
<br />8 ,/Y
<br />9 1/2'
<br />6 I/2'
<br />13'
<br />S I/2'
<br />1 (TOP)
<br />TO
<br />•-•'
<br />/r
<br />Y
<br />13-
<br />13'
<br />,r
<br />9 ,/2
<br />13-
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />a'
<br />1 (BOTTOM)
<br />IY
<br />7 1/2'
<br />1r
<br />Ir
<br />Ir
<br />10•
<br />it
<br />10'
<br />111
<br />r
<br />IY
<br />6 1/2'
<br />1 (BOTTOM)
<br />il•
<br />1 r
<br />+r
<br />110 1/2
<br />Ir
<br />7•
<br />13•
<br />7•
<br />7 1/2
<br />5 1/2
<br />7r
<br />4 1/2.
<br />2 (TOP)
<br />13,
<br />6'
<br />Ir
<br />Ir
<br />IY
<br />8 1/2•
<br />Ir
<br />6 ,/Y
<br />9 1/2'
<br />6 1/2'
<br />13•
<br />5 1/2.
<br />2 CROP)
<br />,Y
<br />1 7'
<br />it
<br />13'
<br />,r
<br />9 I/2
<br />,r
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />,Y
<br />16 1/2'
<br />12 (BOrMM)
<br />13'
<br />7 1/2'
<br />13'
<br />13'
<br />+Y
<br />to,
<br />,r
<br />to'
<br />11'
<br />e•
<br />+r
<br />5 1/Y
<br />2 (B01T0M)
<br />13•
<br />7•
<br />13•
<br />13•
<br />'r
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 112
<br />1Y
<br />6 7/2'
<br />J (TOP)
<br />13'
<br />7 1/Y
<br />13'
<br />13'
<br />tr
<br />1w
<br />it
<br />to"
<br />it"
<br />a'
<br />13•
<br />6 1/2"
<br />3 (TOP)
<br />12 1/2.12
<br />1/2
<br />6 1/4•
<br />6 //4'
<br />12 1/2'
<br />6 Ile6
<br />Ile
<br />6 1/4•
<br />3 (90rrom)
<br />12 1/2-
<br />12 1/I
<br />6 IJ4'
<br />6 t/4'
<br />12 1/2'12
<br />1/1
<br />-
<br />-
<br />6 Ile
<br />6 IJ4"
<br />3 (BOTTOM)
<br />7•
<br />3'
<br />a•
<br />5 1/2'
<br />7-
<br />J 1/2'
<br />e•
<br />1•
<br />4 ,/2'
<br />Y
<br />6 1/2'
<br />Y
<br />4 (TOP)
<br />7 1/2-
<br />Y
<br />r
<br />6•
<br />r
<br />i•
<br />a'
<br />4'
<br />4 1/2•
<br />3 1/2'
<br />6 1/2•
<br />r
<br />4 CTOP)
<br />8'
<br />e'
<br />a'
<br />a'
<br />5 1/2•
<br />-
<br />7 1/2•
<br />4 (BORON)
<br />e'
<br />e'
<br />a•
<br />8'
<br />-
<br />5 1/2'
<br />7 1/2•
<br />4 (eoflaM)
<br />13'
<br />T
<br />13•
<br />13'
<br />IY
<br />9 1/2'
<br />13'
<br />9 1/2'
<br />0 1/2
<br />7 1/2'
<br />13'
<br />6'
<br />(TOP)
<br />Ir
<br />8 1/2'
<br />13'
<br />Ir
<br />13,
<br />1w
<br />1]'
<br />10'
<br />11
<br />6'
<br />1S'
<br />6 t/2•
<br />a (TOP)
<br />1J'
<br />7•
<br />it
<br />13'
<br />13'
<br />9 1/2'
<br />1]'
<br />9 1/2'
<br />0 1/Y
<br />7 1/Y
<br />13'
<br />6 1/2•
<br />(DITTO/)
<br />i
<br />13'
<br />8 11r
<br />Ir
<br />Ir
<br />13•
<br />14
<br />Ir
<br />I,
<br />1i'
<br />a'
<br />IJ•
<br />6 1/2•
<br />S (BOTTOM)
<br />Ir
<br />51
<br />tr
<br />10 I/2
<br />,r
<br />7'
<br />13'
<br />Y
<br />7 1/2•
<br />5 1/2•
<br />13•
<br />4 112.
<br />(TOP)
<br />13'
<br />6'
<br />IJ'
<br />i3"
<br />73
<br />a 1/2'
<br />,3'
<br />8 ,/Y
<br />9 1/2'
<br />6 1/2'
<br />13'
<br />5 1/2.
<br />6 CHOP)
<br />6 1/4'
<br />6 f/4'
<br />6 1/a'
<br />6 1/1'
<br />6 1/4'
<br />6 1/4'
<br />(BOLT.••)
<br />6 1/4'
<br />6 1/4'
<br />6 Ile
<br />6 1/4'
<br />-
<br />6 (BOIL.'•)
<br />BEE OW I FOR AMMU TYPE A SPACING FOR INSTALLATIONS WM WOOD MVAC BUADPM
<br />• 4ANNLM ANCHOR SPAGIDS AND MPOAA EDGE O6TANOE ARE MONDATD ON T1AI SC MAE FOR E.D.
<br />LESS THAN Nomom ON SCNm u REDUCE ARMOR SPAOr. 9Y Mtknim. K 9PACM BNOWN ON
<br />SCHEDULE Br THE FOLLOWM FACIOIK. FOR TAS OPERATION To K POSO L MCMU SPACING
<br />O9DHIED USA* FACTOR SHALL NOT K LESS THAN WORM SPACNO N MUM FOR EACH ANCHOR TYPE
<br />ON its SCHEDULE
<br />AANHOlt TTPE
<br />1/0'-
<br />IAPTXA
<br />- '(4.0
<br />fOD-Kr
<br />I/s••
<br />I/r•
<br />tp•.
<br />w !
<br />-,/4••
<br />DMA C ItAM
<br />_
<br />GAX-W
<br />HOWA M ANCHOR SPACDC CAL)
<br />3
<br />3
<br />3
<br />3
<br />2 ,/r
<br />2 1/2
<br />®Q a.J
<br />3
<br />3 1/Y
<br />r
<br />]
<br />3 Vr
<br />3
<br />ORANO ROU RGa1
<br />3
<br />3 t?
<br />a 1/S'
<br />3 ,R
<br />3 1/r
<br />AOr w m OWN"
<br />rACTM
<br />r
<br />•• SPACINGS OLY VAUD WHEN SPACER(I)IS USED. SEE /1 FOR WAX. A.S.D.
<br />DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER IS USED.
<br />J• ,wR.
<br />OarO
<br />7dBLAjt
<br />4
<br />A.S.D. DEBION LEND
<br />MUIBMIII PMi1
<br />LEMOIN
<br />40 PSF OR LESS
<br />6'-6"
<br />> 40 PSF TO 50 PSF
<br />C-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE ON
<br />VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS @ W/ SPACER AT 12 1/2• D.C.
<br />---_ - __ _.-.AWNOR3 (SEE SECTIONS At ALTOBNTNFS ON SHMM 13, 14, 15 klaj---------------------"'
<br />rpA,R-tA/13. R1 R-30 14. r*R-19/13. R-20/13, R-311/14, r MAX
<br />R-LAW/15. R-2AW/15. R-SAW/16. R-tBW/15. R-26W/15. R-311111I '• LED.
<br />O O O
<br />O O O 0
<br />f 4Y-20A1' S.S. BOLTS IN - T
<br />O (USE FOR i MAX
<br />' 1 - OVER T-67 PANEL LENGTH
<br />'REGULAR STORM PANEL REGNSTORM PANEL - 8•-e' O+40.0. -{OA J.
<br />----.------ 1 --- •- -- -----._------.-_--•---------------- M/olETw,P MD PANEL LENGTHBOLT)
<br />- -{
<br />LIFE $AFLT10ORM PANEL 7-6' • +50.0. -54.0 PA,,i.
<br />(W/O OVERLAP MD PANEL. LENGTH BOLT)
<br />A A LSE 2'-e• MIL PANEL LENGTH
<br />1/410-20PI• a -. ,,,�- _ _ _. _ _ _�7 _ AT ALL YOUNT9405
<br />S.S.A 1 ^___ __ _. ._ _ _ _ _. .. _ I -
<br />4 $.. Ii0175
<br />1
<br />..r
<br />,_ _._ _-,__ .. ._._____._ r _____ _____,___ __ __�_. - _ 2) NOTCHES AT_S,� ._.� __�_: __ B•
<br />/�/( ` I L TION O LRE SAI
<br />D.M., 3 : `_ ; PANEL BOTTOM CORNERS O O, i i 1
<br />__ `-OVERLAP- '_Oy(A(Ap-.
<br />OrO WING NUi Al __ �KCOIAD WINO HUT AT
<br />Y MAX. LEFT PANEL L�L�LV� R[pM PANEL J• WiL T INSTALLATIONS ONLY VALID FOR WIND
<br />t' LOT. R-tA/13, R-2A/13, R-SA/14, R-19/13. R-26/13. R-30/14. I. NM.- SPEED LAP TO 170 m.p.h.
<br />R-LAW/7S, R-2AW/15, R-SAW/16. LOA, R-16W/15, R-26W/1S, R-39W/16.
<br />-ANCHOR$ (SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14. 15 &IS)_.
<br />-- -.-- IJ4' MAX. GAP
<br />LIFE SAFETY STORM PANEL In ELEVATION (t)
<br />, OREGULAR 2.687' SCALE 1/4--1-
<br />REGULAR
<br />STORM PANEL (MN �6ICI -1 WIOIE VAI STORM
<br />ORRK -_ -, STPANEL
<br />aA
<br />OVERIA
<br />1N1X. GAP vc
<br />_LIFE SAI PANEL
<br />EMERIOR
<br />SECTION A -A
<br />SCAT 1/4'-1'
<br />PL 9rA./wam.W/wn
<br />°�01L1RO' ME'
<br />24 CAGE GALVANIZED STEEL STORM PANEL
<br />mrir'sr:
<br />L E� C EN6.GLOBAL
<br />PROTECTION PRODUCTS. U.C.
<br />0/27/mm
<br />WLA�
<br />REM LeRS,WE SnT
<br />NMM vrRw o3s rA"rir
<br />= p1-.u,
<br />N D>
<br />O L
<br />NON: (04)1N-754a 1 (K4)sP-Of7
<br />20-175
<br />U-oowl#
<br />-
<br />~
<br />ORAMD N.:
<br />I- IN u-\n.E
<br />-
<br />few 12 or IP
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL d)
<br />INTO WOOD STRUCTURES
<br />^ T
<br />- - —-
<br />II 11
<br />WOOD HEADER \� 1.1�1 WpO1Dl I"m J\ INODID
<br />REQUIR EAGER /. \� I'� w000 NFADEFt
<br />x - �FEouIEO -ED
<br />\
<br />1/4'N TAPCON '1 1 4'P TAPCOH 1 4•e TIPCOI 1 4'P TAPCON
<br />\ 1
<br />II ANCHOR • 9. O.C.
<br />y INOR O 9" D.C. O.C. I
<br />-4)
<br />}
<br />IJY
<br />ll / i1 /2' '/4•
<br />'/e• 1/4•If
<br />MAX \'I MAIL / •- ..----- j IPA
<br />2. `.
<br />YIYL I 1 j I Mln.
<br />pj ,/M1�-/ia,' Q -_-:.1/U- :/.i 1 _ N � n r . N I ,//a•r-Nan' a '� r.'• t - _ Sf.� R r .
<br />-. N
<br />/
<br />1B,A5$ a RE N D O✓36161C. i DOSS Y_ �. f { N D QSR,► ;.; FY6f[MG 0
<br />-_. - _. - — i• 1 (Ut Hat 11Ye1 .�.9 I
<br />p
<br />{ 9 ' 1 f i• MAX. I I 1WMx ron -r) GLASS U . , t
<br />/ �• MAN.
<br />p 1 Y__ __.. __ _�_- PANEL IFMCTH !I _ _. - _ __�__ 8•
<br />,L, r /r 5• G 1' Ym. P PART U71C,H1
<br />® (SEE ELEVATION If
<br />6 1 : PANEL LENGTH t T
<br />-- - _-_-- (SEEELEVATION 1 T - - LENGTH ON SHEET 12) . , (CAN SHEETE,2a
<br />- _._ - ---._..I A. _ -_. _ -.' ::l
<br />Sr
<br />- 12)At
<br />1'ON 33EET 12) A I ON 51ffEi
<br />J`9 /\
<br />IDOj•.-SE'MMTION 1 A I. MI - STEOP CLAM_ �_ 6 � i
<br />(�0 TO CAA$$. 1 L/2 j-�iE� -- I O I--SEPAIUT OM
<br />y2 m ; cLAss. - O 6•
<br />It 12 Ilr 'Ir Ef
<br />y
<br />I Li �1y///DC YI Et-
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<br />1 L. 4 -_ 2•Ar
<br />PLATE ///Ktttrr''' EO - 73.E ypO A,
<br />r
<br />'., /'_i.
<br />• ,2 1?ABa.t AEOUIRED ''.
<br />I � . 1/4.6 TNICON _ ... � Yes TAPCON ., h_ � l - _y4•N TAPCON 2'Y4'
<br />ANCHOR • 9 O.C. ANCHOR • 9 O.C. ANCHOR O 9• D.C. PUTS!
<br />�. - j 1/4'6 TAPHXM
<br />• - STAGGERED w/ SND STAGGERED W/ SWUD RED �
<br />I ANCHHOR O 9' O.C.
<br />P LATE -3-.4-WOOD
<br />REaumm _`- ,,`-_ RECURRED
<br />- ALTERNATIVE R-iBW
<br />O LIFE SAFETY PANEL is O�WANL
<br />WALL MOUNTINGS WALL WOUNTINIM
<br />SCALE 3/e,0• TsrxE 3/8.,.
<br />••
<br />•'•
<br />` GEN FLORIDA BUILDING CODE Non High VAilacHty ONFAcane Zone
<br />tlQffS �'
<br />44167 '• i "SRN 71'60' "` 24 GAGE GALVANIZED STEEL STORM PANEL
<br />. ARdwn'9r:
<br />1. INSTALLATION E ONLY VAUD FOR A.S.O. DESIGN • ,k = _
<br />PRESSURE RATINGS (P.II AND PANEL LENGTHS AS *' * _ ('2(•QBAL PROTECTION LLC. Am/2m
<br />PER ELEVATION ON GHEE( 12 S.q STATED IL EGGING. PRODUCTS. M+L
<br />-�
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD } y••.- a aa. 49m aw. 61 50HT0
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC,FlC SAME 9ti ="t 5A7OC(16NK-76FALM 20-175
<br />DENSITY OF 0.55 OR EQUAL S HI'--+Y,+...G-• ,r. �r 4.l OWMA N¢
<br />G-fI00A19
<br />W,LiTIR A 1R3JT UT.. PL 4N
<br />Nt] wRl ,{ O 19
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS / THRU 6, ON SHEETS 4 do 5)
<br />MAX AS-D.
<br />DESIGN
<br />PRESSURE
<br />(P...r.)
<br />MAOWM ANOORS SPACING FOR HMI E.D. PER SOFDIAF eEIDW
<br />APSO
<br />To A IIfiLBlt
<br />W
<br />MADIAM
<br />PANEL
<br />LENGTH
<br />(n.)
<br />MAX. A.S.D.
<br />DESON
<br />PRESSURE
<br />(`0•r.)
<br />MOAN ANC ORS SPAT FOR MN E.D. PEA SC EDULE BELOW
<br />APAucm%E
<br />iO
<br />I1MXfWnR1
<br />PANEL
<br />LENGTH
<br />(n.)
<br />TAPCON
<br />SOUR -SET
<br />p
<br />O
<br />��
<br />ZROAK-NALN
<br />CALK
<br />TAPCOI
<br />SOLD -SET
<br />FEMALE O
<br />PLUS
<br />ZAMC-MALIN
<br />OXX-M
<br />• I
<br />CaLaIB9M7+ON THEM
<br />m
<br />om
<br />OMC13•
<br />m
<br />W
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<br />w
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<br />i]•
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<br />TD
<br />+119.-liar
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<br />1Y
<br />6•
<br />Ir
<br />10 I/
<br />13'
<br />6 I/Y
<br />+r
<br />6 1/2'
<br />7 11r
<br />5 1/2•
<br />Ir
<br />4 1/2'
<br />1 (W)
<br />0Re'
<br />LESS
<br />11'
<br />1J'
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<br />U
<br />1]
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<br />12'
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<br />6 1/2'r1r
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<br />Ir
<br />9•Ir
<br />9'
<br />la•
<br />7 Ufa•
<br />it
<br />Y
<br />I (BOTTOM)
<br />11•
<br />it
<br />13'
<br />it
<br />13"
<br />Ir
<br />13•
<br />12•
<br />13'to"
<br />2 (TOP)
<br />13•
<br />r10
<br />1/2
<br />13'
<br />! 1/2'
<br />13•
<br />6 1/2'
<br />7 1/2'
<br />b 1/2'
<br />Ir
<br />4 1/2.
<br />2 (TOP)
<br />Ir
<br />it-
<br />tY
<br />tr
<br />1r
<br />13•
<br />Ir
<br />Ir
<br />I11•,r"II(TOP
<br />12'
<br />13,
<br />to,
<br />2 (BOTTOM)
<br />it
<br />Y
<br />tr
<br />lr
<br />9 1/2-
<br />13-
<br />9 I/2'
<br />0 1/2"
<br />7 1/2•
<br />IY
<br />6 1/2•
<br />2 (BOTTOM)it
<br />it"
<br />Ir
<br />ID•
<br />Ir
<br />Ir
<br />13"
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<br />Ir
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<br />YIr
<br />13'
<br />9 1/Y
<br />fY
<br />9 1/2.
<br />10 1/]
<br />7 1/Y
<br />1r
<br />0'
<br />3 (TOP)
<br />IT 1/2'12
<br />1/2
<br />6 1/C
<br />8 1/4•
<br />+a 1/2'12
<br />1/2
<br />-
<br />e t/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />t2 1/2
<br />B 1/s'
<br />6 1/a•
<br />2 t/T•
<br />6 i/4'
<br />-
<br />-
<br />6 ifC
<br />6 1/4.
<br />3 (eaTTaN)
<br />S
<br />Nr
<br />6
<br />9'
<br />6
<br />e
<br />6 i/2
<br />S'
<br />a'
<br />a 1/2'
<br />t (10P)
<br />Y
<br />Y5
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<br />7'
<br />7 f/2'
<br />W
<br />4•
<br />4 1/2•
<br />Y
<br />6 1/2
<br />2 1/2'
<br />4 (TOP)
<br />4 (BOTTOM)
<br />6"
<br />-
<br />-
<br />6'
<br />-_
<br />6
<br />-
<br />5 1/2
<br />-
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<br />-
<br />(BOTTOM)
<br />--
<br />1 '
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<br />6 i 2'
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<br />1r
<br />9
<br />1]'
<br />9'
<br />10'
<br />7+ Y
<br />13'
<br />6'
<br />S(TGP )
<br />1J'
<br />11'
<br />,3'
<br />13'
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<br />1J•
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<br />73'
<br />R'
<br />13•
<br />10
<br />S (BOTTOM)
<br />13•
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<br />IS•
<br />,T
<br />,3'
<br />9 1/2•
<br />13'
<br />9 I/Y
<br />0 1/2.
<br />7 1/2'
<br />Ir
<br />6'
<br />5 (BOTIDN)
<br />tr
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<br />13,
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<br />70 Ilr
<br />Ir
<br />6 1/2'
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<br />7 1/2'
<br />5 1/2•
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<br />a 1/2'
<br />6 (TOP)
<br />_
<br />_
<br />6 1/4'
<br />6 1/4'
<br />6 1/i•
<br />6 1/{'
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 t/4.
<br />$ COM.••)
<br />_
<br />_
<br />6 I/4'
<br />6 1/4•
<br />6 1/4'
<br />6 1/4'
<br />6 1JP
<br />6 1/4'
<br />-
<br />-
<br />6 1/4"
<br />6 1/{-
<br />6 (BOLT.»)
<br />13•
<br />7 / 2'
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<br />10 1/2
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<br />13•
<br />6 ,/Y
<br />7 1/2•
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<br />q•
<br />4 1/2'
<br />1
<br />>S'-6'
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<br />Y-b'
<br />13'
<br />7 1/2•
<br />13'
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<br />13'
<br />10 1/2
<br />13"
<br />10 1/2
<br />11 1/2'
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<br />I (BoTTOw)
<br />Ir
<br />6 I/Y
<br />it
<br />13'
<br />13"
<br />9•
<br />13'
<br />9•
<br />to'
<br />7 1/I•
<br />tr
<br />6•
<br />, (BOTTOM)
<br />1r
<br />7 112•
<br />,r
<br />13•
<br />Ir
<br />tW
<br />Ir
<br />IV
<br />It,
<br />a•
<br />Ir
<br />6 1/2-
<br />2 (TOP)
<br />Ir
<br />5'
<br />1r
<br />10 1/2
<br />Ir
<br />6 1/2'
<br />Ir
<br />9 I/Y
<br />7 1/2•
<br />S f/2•
<br />tr
<br />4 1/2'
<br />2 CTOP)
<br />lr
<br />7 1/2'
<br />1r
<br />it
<br />IS-
<br />10 t/2
<br />1Y
<br />10 I/V
<br />11 1/2'
<br />8'
<br />13•
<br />Y
<br />2 (BOTMU)
<br />13,
<br />7•
<br />13•
<br />1 13'
<br />13'
<br />19 1/2'1
<br />Ir
<br />9 1/2'
<br />10 1/2.
<br />7 1/2'
<br />Ir
<br />6 1f2'
<br />2 (BOTTOM)
<br />13"
<br />7 1/2'
<br />it
<br />13'
<br />Ir
<br />10 1/2
<br />Ir
<br />10 1/2
<br />11 1/2
<br />6'
<br />Ir
<br />T
<br />3 (TOP)
<br />IY
<br />7•
<br />13'
<br />13"
<br />1r
<br />9 1/2•
<br />13'
<br />0 1/2•
<br />0 1/2
<br />7 1/2'
<br />13•
<br />r
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 tJ
<br />6 1/4'
<br />8 1/4'
<br />2 1/Y
<br />6 Ile
<br />-
<br />-
<br />6 1/4'
<br />6 1/a•
<br />J (BOTTOM)
<br />-
<br />-
<br />2 1/2•
<br />2 1/2
<br />6 1/1•
<br />6 t/1'
<br />2 1/2'
<br />6 1/4'
<br />-
<br />-
<br />6 t/4'
<br />6 t/4.
<br />3 (90110M)
<br />7 1/2'
<br />3 1/2'
<br />a•
<br />6'
<br />7 1/2'
<br />4'
<br />e'
<br />4 1/2•
<br />5-
<br />3 1/2•
<br />T
<br />Y
<br />4 (TOP)
<br />7•
<br />r
<br />r
<br />5 1/2'
<br />7•
<br />J 1/2•
<br />r
<br />4'
<br />4 1/2•
<br />3'
<br />6 1/2'
<br />2 1/2'
<br />4 (TOP)
<br />e
<br />-
<br />a'
<br />(BOT7(M)
<br />a"
<br />6 1/2•
<br />-
<br />6•
<br />5 1/2•
<br />-
<br />Y
<br />-
<br />♦ (BOTTOM)
<br />13'
<br />7 1/2'
<br />13"
<br />it
<br />13•
<br />10 1/2
<br />U•
<br />10 I/2
<br />1 ,/2-
<br />6'
<br />i]'
<br />Y
<br />S (TOP)
<br />6 1/2•
<br />13•
<br />1r
<br />Ir
<br />9-
<br />13•
<br />9'
<br />to'
<br />7 1/2-
<br />IY
<br />6"
<br />CMP)
<br />Ir
<br />7 1/2'
<br />Ir
<br />Ir
<br />i3'
<br />10 it/2
<br />tr
<br />10 1/2
<br />11 ,/2
<br />e-
<br />IJ"
<br />7•
<br />5 (eanum)
<br />13,
<br />Y
<br />Ir
<br />1r
<br />,r
<br />9 1/2'
<br />'r
<br />S t/2.
<br />10 I/2'
<br />7 1/2'
<br />13'
<br />6-
<br />5 (BOTMU)
<br />73'
<br />7 1/2'
<br />13•
<br />U•
<br />Ir
<br />10 1/2
<br />Ir
<br />10 I/2
<br />11 1/
<br />a•
<br />iJ'
<br />T
<br />6 (TOP)
<br />tr
<br />5•
<br />Ir
<br />Ir
<br />a 1/2•
<br />Ir
<br />a 1/2'
<br />7 1/2'
<br />5 1/2'
<br />,r
<br />4 1/Y
<br />6 (TOP)
<br />6 1/{'
<br />6 ,/4•
<br />8 1/4'
<br />6 t/t"
<br />6 1/4'
<br />6 1/4'
<br />6 (80R.")
<br />6 1/4"
<br />5 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 i/4-
<br />6 1/{'
<br />6 (BOLT.•+)
<br />KE ,MEET 11 me ANCHORS TYPE A SPKM/ FOR WTAUATOW WO wow FMAE IULON 9.
<br />• MINIMUM NACOR InAOOS AND MMAAM MM DOUNM ARE I DCUED ON T16 SOmdL MR ED.
<br />LESS TIVN MCAtm ON mewu "= ANCHOR whom Wr ANLTPLYK MMCK EHdM ON
<br />2C CDO2 BY THE FOLLOMD MCIM FOR INS OPERATION TO K P0SML REDUCED 9•9ID
<br />ORTM M 1A3NNG FACTO! SHALL NOT K LESS THAN IONAA SPACING M== FOR EACH ANCHOR TYPE
<br />D1 THIS godDML
<br />A CNI)R TOPE
<br />- '/4-'
<br />IH•Y
<br />Ip1
<br />flee
<br />1/4.UPON
<br />.-,/4•.
<br />SOD -AT
<br />PLW
<br />_
<br />aLHta41wM
<br />_
<br />oAR-M
<br />MMPAM ANCHOR SP/CPR' 0,.)
<br />3
<br />3
<br />3
<br />3
<br />2 yr
<br />a In
<br />MIMIwIU WK OJ
<br />3
<br />1'Ir
<br />r
<br />3
<br />31/r
<br />3
<br />DOAVUVAJ WG,r
<br />3
<br />a ,/r
<br />l ,p'
<br />3 1n
<br />7 17
<br />ACRWL ISM DOMM
<br />FACTOR
<br />'Ir
<br />cis
<br />1_-r
<br />I
<br />r
<br />6M
<br />_ _..
<br />31
<br />_..
<br />-
<br />SPACINGS ONLY VALID WHENPACER SIS USED. SEE Tf�BIE 11 FOR MAX. AS.D.
<br />DESIGN LOADS k MAX PANEL WHEN SPACER IS USED.
<br />1/4"6 TAPCOII-_-- _ _ _Qf6191G POURED
<br />ANCHOR O 9. O.C. CONCRETE OR
<br />CONCRETE RLTBLOCK
<br />REOUCONCRETE
<br />i
<br />MULlL A
<br />AS.D• DE" LOAD
<br />MAXIMUM PANEL
<br />LDWH
<br />40 PSf OR LESS
<br />6'-a'
<br />> 40 PSF TO 50 PSF
<br />W-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE OINIJY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W// " SPACER AT 12 1/2" O.C.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />1/4.0 TAPCON_ EXITING POURED
<br />ANCHOR O 11 .-NICRETE OR
<br />FOR LIFE SAFETY
<br />PANEL C1�
<br />STRUCTURES
<br />1/4.0 TAPCON POURED
<br />ANCHOR O 9 OC 'ORREWIRED.
<br />OR CONCRETE BLOCK
<br />1/4Y TAPCON_- __ _
<br />ANCHOR O 9' 0 c
<br />i5�91G POURED
<br />OR
<br />CONCRETE BLOCK
<br />CONCRETE BLDCW
<br />REOl11NED.
<br />BLOCO
<br />,-�
<br />A
<br />r-O
<br />/ -O
<br />!%
<br />a wt U,•AL
<br />0
<br />IMHI CDR r�•X
<br />n
<br />A
<br />v YEA.
<br />PANEL LENGTH
<br />n
<br />p._ -
<br />'(SEE ELEVATION
<br />0
<br />ON SHEET 12)
<br />E
<br />n
<br />'/2
<br />j
<br />- - l
<br />9-SEPARATION- I lJ Int",
<br />D1A53. I ,Ja�2D.,�,I IJ•.-m,Ex15Ty(TO A1J... O---'_-'�V.
<br />'T._ KLn w GLASS Y '-�.- --ES en
<br />At
<br />P I
<br />n 1
<br />T II t' WX II ' i 'L' 1MX. R I I 'L' MAX
<br />6' PANEL LENGTH N i PANEL LENGTH i 6' PANEL LENGTH
<br />1 (SEE EILVAl10N - f_ (SEE EIEVATON tl I (SEE LELEVATION
<br />ENGTH
<br />I 1 oN SHEET 12 .-.� ON SHEET 12) n 1
<br />) 1H ,• MLA. 1 5 T I ON SHEET 12)
<br />it TO GLOSS. 1 I I
<br />j I -/ Q.
<br />E.O.• / I ED• �i fJ
<br />0
<br />Dow � I e0Vr at
<br />cc I-
<br />I
<br />3/4- _--A 1 _ _ _....1
<br />1/4.0 TAPOON 1/4.6 TAPCON
<br />- ANCHOR O 9' O.C. ANCHOR • 9. O.C.
<br />EXISTING POURED CONCRETE OR EXN$fMD POURED CONCRETE OR
<br />_-.ODNCRETE BLOCK REOIRItED, ETE BLOB( REOLR M.
<br />O LIANEL
<br />SEE WHEELS is A 16 FOR AIRH10R9
<br />ACHO TYPE
<br />/�•� 1
<br />-
<br />99CON .
<br />TYPE A SPACM FOR 6$OLLAIXNS PAO
<br />MAYIM MANOR WwoHr 0.)
<br />3
<br />W1300 FWM OLADIDa
<br />MON"ANCHOR SPKMWS AND MM6
<br />II - RAND OwGw. PId
<br />3
<br />EDGE DWAL•[ ARE OAWAYM ON iHW
<br />SCHEDULE FOR LD. LESS THAN eDRATO
<br />OW SCHEDULE REDUCE ANCHOR SPACING
<br />•erNaw HNYr•Y wr P,J
<br />a
<br />wr MtA.iPITING mACMc SHDMN oN
<br />SCHEDULE er THE FOLLOWING FACTORS.
<br />ADAIL 14 on= o• W
<br />ROTOR
<br />, ,/2'
<br />ax
<br />FOR THIS OPOLOM TO K POSSKL
<br />REDUCED SPACING OBTAINED ,GPO
<br />FACTOR SHMIL NO K LESS 7W W
<br />---- 2 ,n, --.._
<br />___ _ _ _
<br />___-__-_-
<br />GAT__
<br />_ -
<br />ANCHOR memmum SPACING ACING YPE ON RO IM FOR MOAr�K
<br />T
<br />-
<br />TARO
<br />I/t•
<br />E.D.•
<br />/
<br />I
<br />1
<br />j/
<br />I
<br />I
<br />1
<br />ED•
<br />�
<br />I
<br />L E�-
<br />_. 1 -1
<br />LEO
<br />ED
<br />-- ,.2Rj1[//OP INS
<br />(
<br />,QIp YS
<br />ML3 W.Q9
<br />AA 12 , .0
<br />_
<br />-ANCHOR
<br />i/{Y TAPCON
<br />1/4.0 TAPCON
<br />O 9. O.C.
<br />ANCHOR O 9. O.C-
<br />SLCTI
<br />'_ EXISTING POURED CONCRE71 ON
<br />Z.`OMCRETE &OCX REOIURM.
<br />R-2ASECTiON
<br />O
<br />EOSTHO PWIED CDICIHETE OR
<br />...CONCRETE BLOCK REOUNR D.
<br />R-2B
<br />LIFE SAFETY PANEL
<br />un.gNANa,
<br />WALL MOUNTINGS
<br />SCALE 3/13 1•
<br />Hurricane
<br />INTO WOOD STRUCTURES
<br />T -` -,
<br />I MOOD HEMEA _ READER
<br />.I GILLED WIAi1FD
<br />4011 i 1.6 TAPCON
<br />is 9' O.C. I, O 9' O.C.
<br />l II r II� O
<br />`I,
<br />2 � - - � 2
<br />7fI _
<br />iAI
<br />I +O
<br />EXST(ffi�j I 1/4Y-rs,• �.: iF- /�..i vu�u1W I
<br />GRASS OA ,'; Om A N - 1
<br />NAR
<br />i •L• MAX.
<br />'L IIA71 PANEL LENGTH
<br />__ S•
<br />PANEL
<br />LENGTH Y ?- (SEE ELEVATION
<br />TION
<br />pN SHEETEE I2 A I ON SHEET 12)
<br />_ �. _
<br />) I T ----- N
<br />R 1 n I
<br />'�---SEPARATION I - _---
<br />TO GLASS.
<br />0 IRI----i NATION - -
<br />��a� I Gam
<br />((' I 6
<br />1 L/a Rj` � I
<br />LJ ' F
<br />- -
<br />ED. '. _... 'I 1 • W tft Be EC ,\ i - I A, M ur o0
<br />1
<br />_
<br />1 _ I
<br />--_-_I_ __- _I ED.
<br />2'X4• WOQQ . ` 2•X4• wow -
<br />PLATE i; _ PLATE
<br />REWARED 1/4.0 PAELAATE PUS REOUMM i.. 1/4.6 PAIELAATE PLUS
<br />' ANCHOR O 12 1/2- O.C. ANCHOR O /2 1/2. O.C.
<br />O LISA�L
<br />>��1��cFiir'.4y
<br />SCALE 3/9-1-
<br />.V�TClNCI, 44167 FLORIDA BUILDING CODE Non High VW Wu cons Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. IS STATE OF c 4 24 GAGE GALVANIZED STEEL STORM PANEL DEATH sY
<br />DESIGN PRESSURE RATINGS Z� . �_ --�—_ (p.s.l) AND PANEL O'• FCOR � ',�, , °Fm/Mao
<br />LENGTHS AS PER ELEVATION ON SHEET 12 IL E C O INC GLOBAL PROTECTION PRODUCTSa LLC. DUE;
<br />1'
<br />/
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/GAOL F•� /74,-z" • eo1R•ANr 4m to. A, STIW
<br />G SRN R. r SIa 4wrM 4ARb•. A A,r CAW. R• �14
<br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC nNIIMRHLHMN 20-175
<br />DENSITY OF 0.55 OR EOUAL. / ( 'M' : a1R,W1y-'eFa�-: PAR m-ml H,��u4)w-r6y. FAIL (9Mj�paIa7P7 � r
<br />fA-000P7fe REM
<br />PE. 861L/9WN411MFJdlE IW,ADI A 7WR Jr.. PL aW +r-w
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<br />a)O
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<br />cu
<br />•=_
<br />c
<br />CLO
<br />C% c
<br />400
<br />`
<br />^')
<br />cl
<br />.
<br />cm
<br />C
<br />3
<br />U
<br />C
<br />EJ
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<br />JjA._
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<br />SHEET NO.
<br />SH 1.4.
<br />
|