|
1 1' I1 All l_'1LU LO er '171 III IJ 1 _ 1 ! 1 11 111 1_11 I I - - RV 141" I�I
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY do E-Z HANG STORM PANEL M SYSTEMS
<br />, 1
<br />0
<br />VARIES 1 1 L 2*-* WOOD FRANC 2" . r .NOSY 3105 14 OR
<br />6D63-16 ALLOY CONT. AILM
<br />O ®
<br />S LNWI.� a• IEOIIEaD AGE INN Ile.. 1 3/.' %. 1
<br />1 _ 2 MM 1/2' TAPC°N a 12. O.C.
<br />1C A. y. ,
<br />�(2N oR Yi1' EROorNge:"-. POI.WED COMCREIE. _ 1 1 IJ.•W . / 3/4'P, } I
<br />REO06® COINCIETE BLOCK by 1 ANCHOR a 12' l !/
<br />_ 1^%,
<br />2'.A WOOD FRAVE ` , Vi DR® M r - NNeF AAAeT - wn
<br />REOLMM
<br />I
<br />1 I/4'4 3/1'
<br />C
<br />C1Ar /YAEL -: 1 1
<br />rYNKOH ANCHOR 1 lE1HWdE l[G LOCATION
<br />1 12. O.C. Y . 2' . -057' ro_-.
<br />MATTES
<br />5' M. SO< L <IIM �, i ALU„MSANGLf on
<br />•4' - ---- ae0' 3/05-N,54 SNOT POURED CONCRETE. CONCRETE
<br />1 -�- ' I_ "RACY METAL ALUM. am PATE BLOCK OR 2.4' WOOD rRA1E
<br />Y X 4• X VZWV
<br />3105-Ht4 DR 1•, (1TPi I-1I REOURCD
<br />2 1/1' -
<br />1
<br />caw, a ANGLE
<br />COAT. ALLRL ANTE
<br />%.
<br />1/4- . 80LT ♦- . 4• G .072'
<br />40,12' QC. 3t05-Nts OR NO To AL&
<br />IM W/,NCUi CPR., Nan. ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1• SCALE I/4•-1• SCALE 1/4--1• SCALE 1/4--1'
<br />SOUP -SET ON COOK
<br />OR ELCO PAMCLUM
<br />1
<br />�� (-.. _ P01IRED WMCE76_ E,tB161G TRY AT �n1MLE IO:D
<br />,O 4) •® OR on 21.TE SOCK 'TOP. BOnOM O4* WOOD R PNEISMTE PLVS (SEE
<br />I.SX POUREDSOB OF
<br />IN. PANEL CANOIETE "•^^ ••^ VMIES..1 ( ® �' ® E1LNE OPENING�MLE 10 °N St(ETB 6.
<br />OVERLAP BEYOND ;. Y.4' WOOD FRAME �� S,1..
<br />OPEMNG MOTH) -• -PQUEO CONCRETE CONCRETE REQUIRED
<br />\ _ a 2.4' WOOD FRINGE I C
<br />' --©'© 0,®
<br />(2)TO
<br />VARIES C "CAM MT PARALLEL
<br />3' Wa 1 wru (NEVER CUT DID PANED
<br />X - 8.0, DISTANCE -,� -- 1---�?
<br />1
<br />�t? ,. �-w„;.rp --j CASE G (PLAN)
<br />�./ ---- ..INR !M; . S' �``La A. rizi/r SCALE 1/4'-1'
<br />�� e�I UP. i �r'• AC EN ✓9 VALID FOR DIRECT MOUNT INSTALLATION ONLY E
<br />En ....C.
<br />"C'._ %z CERTIFIED PANEL INSTALLATION AT WALLS WJ
<br />S
<br />S :• ND. 44161 •: � SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />Sir i FLORIDA BUILDING CODE Non High VelocityHurrtcanto Zone
<br />CASE E (PLAN) CASE F (PLAN) , •. �� • ^ •� 24 GAGE GALVANIZED STEEL STORM PANEL awM'IN
<br />SCALE 1/4•-i' SCALE 1/4'-1--
<br />t,, S� °J 70
<br />'••A,,,I�' AIL E C O 1Nc. GLOBAL. PROTECTION PRODUCTS, LLD. PPAM
<br />T1y ♦ O�ATT 46W €w. 61 S"W
<br />s. a. r s rsn .Neoa w sIr 0i�• tiu 20-175
<br />A Pw DONr Ne ti aIO P11aG (16•le1l-76MI. IRA: (W)te1-OTIT
<br />Mr
<br />CA amUT
<br />PE 9EV,/90NRIlE/pAR WALIFA A iVN A. P;. R1• t>.w !-
<br />IDwtT 6 O R
<br />N
<br />(VALID ONLY FOR PANEL )INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 NY 7)
<br />MAX. A.S.D.
<br />S.D.
<br />PRESSLREE
<br />(p...f.)
<br />MAXIMUM ANCHORS SPACING FOR CO.. AS SHOWN ON SHEETS 8 A,7
<br />APPur.LBtE
<br />iO
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />L.RATING
<br />(R.)
<br />TAPCON
<br />l/L
<br />PNGTH
<br />NYELMNTE
<br />FEMALE D
<br />PANELMATE
<br />PLUS
<br />WOW BUSHING
<br />13'
<br />13'
<br />13•
<br />13
<br />1J'
<br />is (TOP)
<br />13'
<br />13'
<br />13'
<br />13-
<br />13'
<br />IOU (BDITOI)
<br />6 1/2•
<br />5 1/2•
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />(TIN)
<br />-
<br />-
<br />6 t/4'
<br />12 1/2'
<br />6 1/4'
<br />(BORN•)
<br />5•-0•
<br />LESS
<br />S.
<br />-
<br />B_
<br />3R (BOTTOM)
<br />_ t3'
<br />_ 13'
<br />13
<br />V 1J'
<br />I]'
<br />W (TOP)
<br />"5. -48
<br />Oft
<br />LESS
<br />13'
<br />1J"-
<br />IS
<br />-- is,
<br />13•
<br />W (BOTTOM
<br />13'
<br />13•
<br />13'
<br />13,
<br />a 1/2,
<br />IOU (TIN)
<br />13'
<br />13,
<br />13'
<br />13'
<br />6•
<br />,w (BORON)
<br />e 1/2-
<br />6 1/2'
<br />6 1/2'
<br />5 1/2-
<br />6 1/2'
<br />(ADP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />(BORN•)
<br />>5'-0•
<br />TO
<br />4 '
<br />6 1/2•
<br />a 1/2-
<br />_
<br />(TOP)
<br />14'-4'
<br />4 1/2•
<br />4 1/2•
<br />7•
<br />7•
<br />-
<br />3W MMTOM)
<br />t0 1/2'
<br />9 1/2•
<br />12'
<br />,2'
<br />4•
<br />(TIN)
<br />13'
<br />1 13'
<br />1 13•
<br />17S•
<br />a 1/2•
<br />w (BOROLI)
<br />' SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.MUGMUM
<br />DESIGN
<br />ESSURE
<br />PRRATING
<br />(P-0.0
<br />ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />APUCAIX.E
<br />TERN
<br />C0 A MNY
<br />TIM
<br />OF THEY
<br />yAOy(A,1
<br />PANEL
<br />LENGTH
<br />L.
<br />(nJ
<br />TAPCON
<br />LAG SCREW
<br />PANEUMTE
<br />FEMALE ID
<br />PANEUNTE
<br />PLEAS
<br />WOOD BUSHING
<br />t3.
<br />t3'
<br />13,
<br />13,
<br />13,
<br />,w (me)
<br />13'
<br />13•
<br />13-
<br />13•
<br />e•
<br />1W (Barrow)
<br />6 1/2'
<br />6 1/2•
<br />6 1/2•
<br />6 1/2'
<br />6 1/2'
<br />2911 (1W)
<br />-
<br />-
<br />6 1/4•
<br />12 1/2'
<br />6 t/4'
<br />(BOrT.•)
<br />5'OM-0'
<br />r
<br />t/2
<br />B.
<br />e. -
<br />-
<br />DPP)
<br />LESS
<br />7 1/I/Y-
<br />-- e'
<br />--6: -
<br />e' _-
<br />-
<br />301 (BORON)
<br />121'
<br />13-
<br />lY _
<br />-- 13'
<br />13.
<br />W (TOP)
<br />>+45, -45
<br />iO
<br />.75.-78
<br />13•
<br />13,
<br />13•
<br />13'
<br />13'
<br />4W (BOTTOM)
<br />tl-
<br />13,
<br />t]'
<br />13'
<br />t0'
<br />lot13,
<br />13'
<br />13•
<br />13'
<br />6 I/4'
<br />IOU (BOTTOM)
<br />6 1/2•
<br />6 1/2-
<br />6 1/2-
<br />6 /2
<br />61 2'
<br />/
<br />(TOP)
<br />_
<br />-
<br />6 1/4'
<br />12 1/7'
<br />6 t/4'
<br />(BORN•)
<br />>5'-0
<br />4 t/2'
<br />S•
<br />7 1/2'
<br />7 1/2•
<br />-
<br />(TIN)
<br />TO
<br />T•_5•
<br />5•
<br />5 1/2'
<br />8'
<br />8'
<br />-
<br />3w (BOTTOM)
<br />13,
<br />12'
<br />1 13'
<br />13•
<br />5 t/2'
<br />(TOP)
<br />13-
<br />13•
<br />,3
<br />I]'
<br />10'
<br />4W (BOTTOM).
<br />• SEE TABLE #, FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL. LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />7N+HOE.l1
<br />A
<br />A.S.D. DESIGN LOAD
<br />YA>OMU1M PANEL
<br />LEiIGTH
<br />40 PSF OR LESS
<br />6--8-
<br />> 40 PSF TO 50 PSF
<br />1'-2'
<br />> 50 PSF TO 60 PSF
<br />V-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FPAALE 10 OR PANEL MATE PLUS
<br />ANCHORS a! W/ sP4(y0E1B1MN3N4} 1/2• D.C.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />FOR LIFE SAFETY PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />Ct�
<br />7/4'/ TAPCON POINTED
<br />t/4', TAPCON _ _E)OSTNNG
<br />POURED
<br />ANCHOR w 9. O.C. I I. _.� OR
<br />ANCHOR O 9 0 C
<br />GOMCRETE OR
<br />CONCRETE BLOCK
<br />Dow,
<br />CONCRETE BLOCK
<br />/ REOIWED
<br />D.
<br />IX6RNGJ
<br />CLASS
<br />1
<br />1
<br />1
<br />1
<br />'L• MOAN
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />L/2
<br />CREETE OOURRE:O.
<br />CONCRETE BLOCK
<br />j /
<br />REQUIRED
<br />N
<br />I
<br />to INr IN:
<br />/f
<br />1/4'0 PANEUMTE
<br />PLUS
<br />ANCHOR O AN12 1/2.
<br />O.C.
<br />SEE SECTS Ie ♦ It FOR ANCHORS TYRE !SPACING FOR
<br />MGTALL.Ma INTO WIND FWM MnDIG6.
<br />11RWM ANCHOR 9PACWOS AM NINYtY EDGE OSTANIX
<br />ARE NODCATED ON THIS SCHFDU E. MR EA LESS THIN
<br />IDEATED ON SGTEDUAE REDUCE ANCHOR SPICING BY
<br />MULTIPLYING SPACING MOM ON SCEDUUE V THE
<br />FOLLOWING FACTM FOR THIS OPERATION TO E POSSIBLE
<br />EDUCED SPACING GROPED USING FACTOR SMALL NOT E
<br />LESS T/MN W" N PAC" INDICATED FOR EACH ANCHOR
<br />TYPE ON THIS SCHEDULE
<br />,ANCHORINE T
<br />ywDa
<br />GRO
<br />wPlus
<br />ILIG.K "Cm wmm py
<br />3
<br />3
<br />•M.IMRR New Gwb SW
<br />3
<br />3
<br />INA,K+W aIN.rA is 00
<br />5
<br />3 1/2
<br />AWOL Q WWI= RA)
<br />MOOR
<br />n• -- - -
<br />Off-
<br />--_-
<br />Illt
<br />]•
<br />GO
<br />'As
<br />3 12'
<br />EDA
<br />1' Min.
<br />PARATION^
<br />D GLASS.
<br />1
<br />N
<br />DUSTING POURED. E 0
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />1
<br />I
<br />I
<br />1
<br />1
<br />.r,
<br />r
<br />1
<br />1
<br />D G wVRN•
<br />i
<br />I
<br />1
<br />�
<br />i
<br />1- MAX.
<br />6• PANEL IENGIN
<br />1
<br />(SEE ELEVATION
<br />I
<br />ON SHEET 12)
<br />. -..
<br />T
<br />_____._.�
<br />I
<br />I
<br />I
<br />I
<br />t
<br />I
<br />I
<br />g'
<br />I
<br />1
<br />I
<br />(enoo)
<br />ID 1
<br />j
<br />X _
<br />1/4'4 PPNELMATE PLU5EMANEL
<br />_.
<br />ANCHOR (BEYOND)
<br />WALL MOUNTINGS
<br />SLUE 3/6-1-
<br />Hurricane
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL CI) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P...f.)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN EA.
<br />PER SCHEDULE
<br />BELOW
<br />ro CIF ECTIONSMAXIMUM
<br />a I
<br />PLEN�GTH
<br />(R-)
<br />MAX. AS.D.
<br />PIES
<br />RATING
<br />(P.8.0
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN E0.
<br />PER SCHEDULE
<br />BELOW
<br />F
<br />10
<br />a
<br />SF T1O'1
<br />MAXIMUM
<br />PANEL N
<br />(R)
<br />TAPOON
<br />Salmi
<br />-SE!
<br />�
<br />m
<br />FAMELMOkTE
<br />PLUS
<br />21WAC-NANAN
<br />CALK
<br />-IN
<br />TAPCON
<br />SDLD-SET
<br />PANIELE
<br />TE
<br />PLUS PANELMOn
<br />ZNMC-NNUN
<br />G4/!-04
<br />ro
<br />m
<br />TO
<br />EN
<br />ro
<br />ro
<br />co ,=
<br />I
<br />m
<br />m
<br />1D
<br />W
<br />To
<br />CONCRETE
<br />+45. -43
<br />LESS
<br />1]`
<br />1J'
<br />,3•
<br />13'
<br />13'
<br />t1'
<br />13'
<br />7S'
<br />1S•
<br />t ]
<br />tY
<br />13'
<br />1 (TOP)
<br />S,-6•
<br />OR
<br />LLSs
<br />+Ib, -45
<br />.gy7p-e5
<br />1 Y
<br />13'
<br />1 3
<br />13'
<br />13'
<br />13'
<br />IS•
<br />tY
<br />1Y
<br />tY
<br />1!•
<br />1112
<br />/
<br />1 OP
<br />(TOP)
<br />b'-5'
<br />opt
<br />�5
<br />13•
<br />Ir
<br />Ir
<br />13•
<br />tY
<br />13•
<br />lY
<br />IS,
<br />t3'
<br />13'
<br />13-
<br />1]-
<br />1 (BORON)
<br />1Y
<br />IS'
<br />13'
<br />IY
<br />1]•
<br />13•
<br />IY
<br />1J'
<br />13•
<br />17-
<br />13'
<br />11 I/2
<br />1 (90R0M)
<br />Ir
<br />Ir
<br />lY
<br />Ir
<br />13'
<br />1J'
<br />1J'
<br />1]'
<br />IY
<br />13'
<br />lY
<br />13'
<br />2 (TOP)
<br />U'
<br />it
<br />13'
<br />1J'
<br />tY
<br />13•
<br />13
<br />13'
<br />IY
<br />13'
<br />1]•
<br />11 1/I
<br />2 (TOP)
<br />is"
<br />13'
<br />13•
<br />13'
<br />1J'
<br />13
<br />13
<br />13•
<br />13'
<br />13'
<br />1]'
<br />IJ'
<br />2 (BOTTOM)
<br />13•
<br />IY
<br />13'
<br />13•
<br />13•
<br />13•
<br />13
<br />1J•
<br />IY
<br />13'
<br />tJ
<br />1 1 /2
<br />2 (BDTTOw)
<br />Ir
<br />13•
<br />13•
<br />13'
<br />IS,
<br />1Y
<br />Ir
<br />13•
<br />13'
<br />13•
<br />13,
<br />13•
<br />3 (TOP)
<br />13'
<br />is-
<br />13•
<br />tY
<br />tY
<br />13-
<br />13•
<br />13'
<br />13'
<br />Ir
<br />13•
<br />11 1/2
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 t/4.
<br />6 1/4'
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />8 1/4-
<br />6 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/212
<br />1/2
<br />6 1J+'
<br />6 1/+'
<br />2 1/2,2
<br />I/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.
<br />3 (BOlm1N)
<br />B'
<br />e•
<br />B•
<br />Y
<br />e'
<br />e"
<br />e-
<br />0'
<br />8'
<br />e•
<br />6•
<br />7 1/i•
<br />4 (TIN)
<br />W
<br />5 1/Y
<br />a•
<br />r
<br />6•
<br />6 1,12•
<br />a'
<br />7 1/Y
<br />a-
<br />6•
<br />`-
<br />a-
<br />S•
<br />4 (TOP)
<br />13'
<br />.e
<br />1Y
<br />13'--
<br />6•
<br />-
<br />e'
<br />-
<br />5'
<br />-
<br />5•
<br />-
<br />8'
<br />-
<br />(BOTTOM)
<br />B'
<br />-
<br />e'
<br />-
<br />e
<br />-
<br />s
<br />-
<br />e•
<br />13•
<br />s
<br />13-
<br />11 1/2
<br />-
<br />5 (TOP)
<br />13'
<br />13'
<br />13'
<br />- IS•
<br />-tJ'
<br />13•
<br />13
<br />1J•
<br />IS•
<br />t]'
<br />S (NOR)
<br />IS'
<br />_
<br />17'
<br />1J'
<br />13•
<br />11•
<br />13•
<br />t3•
<br />13-
<br />IJ'
<br />--
<br />lY
<br />I
<br />,_ 13'
<br />-----
<br />13'
<br />13•
<br />----
<br />13'
<br />13•
<br />----
<br />13-
<br />1r
<br />13'
<br />13•
<br />5 (BOTTOM)
<br />I3'
<br />IY
<br />-
<br />13•
<br />Is-
<br />13-
<br />IS'
<br />I
<br />--
<br />13•
<br />1J•
<br />_1 ]'
<br />13-
<br />11 1/2
<br />5 (BOTTOM)
<br />tY
<br />U•
<br />U•
<br />tY
<br />q'
<br />13'
<br />tY
<br />13'
<br />tY
<br />U'
<br />_-,Y
<br />13'
<br />6 (TOP)
<br />13'
<br />13•
<br />13-
<br />13•
<br />13'
<br />13-
<br />IY
<br />13;
<br />1Y
<br />13-
<br />-
<br />1]'
<br />11 1/7
<br />(TIN)
<br />_
<br />6 I/4•
<br />6 1/a'
<br />6 1/4-
<br />6 1/4-
<br />---
<br />-
<br />_-- -
<br />6 1/+'
<br />8 i/+•
<br />6 (BOTT.«)
<br />_
<br />_
<br />6 ,/1-
<br />6 1/4-
<br />8 1/Iv
<br />6 t/+'
<br />-
<br />-
<br />-
<br />---
<br />6 1 a'
<br />6 1/4.
<br />6 (80T7.••)
<br />13'
<br />S'
<br />r3'
<br />10 1/2
<br />t3'
<br />Y
<br />13'
<br />T
<br />7 1/2
<br />5 1/7
<br />13'
<br />4 1/2'
<br />, (TOP)
<br />>S,-8,
<br />TO
<br />14'-+'
<br />13'
<br />6'
<br />13'
<br />13'
<br />t3'
<br />6 7/2'
<br />13'
<br />6 1/Y
<br />9 t/2•
<br />6 1/2'
<br />13•
<br />5 I/2'
<br />1 )
<br />>5'-0'
<br />TO
<br />9'-6-
<br />Ir
<br />7•
<br />13-
<br />tl'
<br />13-
<br />9 1/2
<br />13-
<br />9 1/2
<br />10 1/T
<br />7 1/2
<br />IS'
<br />C
<br />I (BOTTOM)
<br />13'
<br />7 IJ2•
<br />13'
<br />13'
<br />13•
<br />to'
<br />tY
<br />10•
<br />it'
<br />a'
<br />13'
<br />6 1/2'
<br />1 (BOTTOM)
<br />13'
<br />5'
<br />Ir
<br />10 1/2
<br />13-
<br />r
<br />13'
<br />Y
<br />7 1/2
<br />5 1/2
<br />IS'
<br />4 1/2'
<br />2 (TOP)
<br />13'
<br />6•
<br />IJ'
<br />13'
<br />1S'
<br />B t/2'
<br />Ir
<br />a llr
<br />9 t/Y
<br />6 1/2'
<br />13'
<br />5 1/2
<br />2 (10P)
<br />13'
<br />7•
<br />IY
<br />I3'
<br />13'
<br />9 1/2
<br />111'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13-
<br />5 1/2.
<br />2 (BOTTOM)
<br />13•
<br />7 1/2'
<br />1J•
<br />13'
<br />7J'
<br />10'
<br />t3•
<br />t0'
<br />11•
<br />E'
<br />tl'
<br />a I/2'
<br />2 (BORON)
<br />tY
<br />7•
<br />13•
<br />13•
<br />13,
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />IS.
<br />6 1/2-
<br />3 (TOP)
<br />13-
<br />7 1/2•
<br />13'
<br />,Y
<br />11.
<br />to'
<br />13'
<br />10'
<br />11•
<br />e•
<br />13-
<br />6 IJ2.
<br />3 (TOP)
<br />-
<br />-
<br />12 IJ2•,2
<br />H/2
<br />6 1/4.
<br />5 1/4'
<br />12 1/2^
<br />6 1/4'
<br />6 1/4'
<br />a 1/4.
<br />3 (BOTTOM)
<br />12 1/2.12
<br />1/2
<br />6 1/a'
<br />6 1/4'
<br />12 1/2't2
<br />1/2
<br />5 1/4'
<br />6 1/+'
<br />3 (BOTTOM)
<br />7'
<br />3'
<br />d'
<br />5 1/2'
<br />7'
<br />] 1/2•
<br />e'
<br />4•
<br />4 1/2•
<br />3'
<br />6 1/2•
<br />3•
<br />1 (TOP)
<br />7 1/2-
<br />3-
<br />W
<br />6•
<br />7'
<br />4-
<br />a-
<br />4•
<br />a 1/2'
<br />3 1/2•
<br />6 1/2'
<br />3-
<br />4 (TOP)
<br />8'
<br />6•
<br />-
<br />8•
<br />a'
<br />5 1/2'
<br />7 1/2'
<br />4 (BOTTOM)
<br />a•
<br />-
<br />r
<br />a•
<br />6'
<br />5 1/2'
<br />-
<br />7 1/2'
<br />4 (BOTTOM)
<br />13'
<br />7'
<br />13'
<br />13'
<br />1J•
<br />9 1/Y
<br />13'
<br />9 1/2.
<br />10 1/2
<br />7 1/Y
<br />13•
<br />C
<br />5 (TOP)
<br />13'
<br />6 1/Y
<br />13-
<br />13'
<br />13•
<br />10•
<br />1J•
<br />10-
<br />I1'
<br />B•
<br />17•
<br />6 1/Y
<br />5 (TOP)
<br />1J'
<br />T
<br />13'
<br />13'
<br />1J'
<br />9 t/2'
<br />1T
<br />9 t/Y
<br />10 1/2
<br />7 ,/Y
<br />t3'
<br />6 1/2'
<br />S (BOTTOM)
<br />tT
<br />8 1/Y
<br />U'
<br />13'
<br />tJ'
<br />10'
<br />13'
<br />10'
<br />11'
<br />8'
<br />1J'
<br />6 t/2'
<br />S (BOTTOM)
<br />lY
<br />S.
<br />13'
<br />10 t/2
<br />13;
<br />7'
<br />13"
<br />Y
<br />7 1/2'
<br />S 1/2'
<br />13'
<br />4 t/1.
<br />8 (TOP)
<br />13'
<br />G.
<br />13'
<br />13'
<br />1!'
<br />8 1/2•
<br />13'
<br />a 1/2'
<br />D 1/2'
<br />6 1/Y
<br />13'
<br />S t/T'
<br />6 (LOP)
<br />B t/4'
<br />6 t/4'
<br />8 1/4'
<br />6 1/4-
<br />6 1/4.
<br />6 1/a'
<br />8 sort.-)
<br />-
<br />B t/+'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />-
<br />-
<br />-
<br />-
<br />6 1/4.
<br />6 1/4.
<br />6 (ROTA.••)
<br />SEE 9 W 11 FOR ANCHORS TYPE ♦ SPACING FOR MSTALATONS INTO NNW FRAME e1I1 MM
<br />• ,wwnY AIIQGe SARONGS APO MAXIMUM EDGE DISTANCE ARC BOOMIED ON IRS SCHEDULE FUR ED.
<br />LESS TNUI INDICATED ON SCHEDULE REDUCE ANCHOR SPACM B/ MILTPUYOO BROOM BROWN ON
<br />SCHEDULE IN M MLLOW4 FACTORS. FOR INS OPERATION TO E P05iwlE. REDUCED SPAGNC
<br />OBMNED USING FACTOR SNNL NOT E LESS THAN MRIMUN SPACING POR/ITED rDlt EACH ANCHOR TYPE
<br />ON THIS SCHEDULE
<br />1/4 •
<br />.E_
<br />1/4•.
<br />t/,V.
<br />1/4-.
<br />1/4•.
<br />ANaDR TYPE
<br />aet1w/4-.. _r..
<br />Alow
<br />FDWELUS
<br />iM AR
<br />___..
<br />zuvz-oALr
<br />..--
<br />CAA-R
<br />MMM M04OR SPACING (M)
<br />3
<br />]
<br />J
<br />] t/2•
<br />} ,/2
<br />AeNeMUM EDE pw
<br />]
<br />] +/Y
<br />Y
<br />3]
<br />] I/Y
<br />]
<br />eBTANO ROJ -_ I
<br />t/r
<br />AMW (sa MWM (END.)
<br />FACTOIR
<br />1/r
<br />_ 0.-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />..
<br />-
<br />tm
<br />AJ
<br />O.3
<br />-,m
<br />r
<br />p,,O
<br />CITE
<br />-
<br />-
<br />•• SPACINGS ONLY VALID WHEN SPACER IV IS USED. SEE T /1 FOR MAX. AS.D.
<br />DESIGN LOADS k WX PANEL LENGTHS WHEN SPACER USED.
<br />3" MAX.
<br />O°r0
<br />O O O O O O O
<br />r------ •-- - --- __ -- ----------------
<br />-----------
<br />-
<br />-` j_ �1_ I
<br />IMLL& A
<br />A.S.D.DE9014 LDAO
<br />MAXIMUM
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-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 ONZ VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C.
<br />ANCHORS
<br />--..-._----_- - _. (SEE SECTIONS ♦ ALTERNATIVES ON SHEETS 13. 14. 15 ♦16)-.-.--_---_-___ --
<br />r*R-IA/13, R-2A/13, R-SA/14, r*R-19/13. R-20/13, R-38/14. S'
<br />R-TAW/15. R-2AW/15, R-3AW/16. R-18W/15. R-28W/15, R-30W/I8. 1•'"
<br />L/2
<br />1/4`e-2oar S.S. BATS Yt� Y-
<br />(USE FOR PANEL LENGTH MAX.
<br />OOVER 7--6') O PANEL LENGTH
<br />REGUTAR STORM PANEL REGULAR STORM PANEL e'-e' O +40.0, -40.0 pa.l.
<br />i
<br />I
<br />_ _ _ _ - _ _ (W/ OVERLAP MID PANEL LENGTH BOLT)
<br />_ ___.___________- .
<br />LIFE SAFETY STORM PANEL _ r-6• • .50.0, -54.0 p.I.r.
<br />fw/O OVERLAP MO PANEL LENGTH SOLI)
<br />•A-
<br />.:(.�.:I 1/4'.-20.1,, i --' ''----' ---'-- 'ISE 2AIBAlLMOIP A�WfrSLEtY07N
<br />s.S. W
<br />- AS Ue. aOrsYFRLAi�
<br />I.
<br />----- - - - -
<br />t' 2) FIOTC/1ES AT STUD ___. _.�__.
<br />(�( - LTu>rN O LIFE SAFETY I
<br />D.M..O. C }�/ , PANEL BOTTOM CORNEAS O -
<br />I )
<br />OVERLAP -OVERLAP--
<br />or 3- uAI( LEFT 2A/13, R-BAIT R-1B/1 -AN 13• R-3R/14, Y
<br />WING NUT AT WING NUT AT +
<br />f - - 1 INSTALLATIONS ONI-
<br />Y VALID FOR WIND
<br />t' MN. R-1 13. R- P MN, SPEED UP M 170 m.p.H.
<br />R-TAW/15, R-2AW/15, R-3AW/16. R-18W/15, R-28W/15, R-3BW/16.
<br />_... _._ ANCHORS (SEE SECTORS At ALTERNATIVES ON SHEETS 13. 14. 15 ♦16)
<br />1/4' MAX. CAP
<br />LIFE SAFETY STORM PANEL 1 ELEVATION (t)
<br />i t 2097 SCALE 1/4•-l'
<br />REGULAR
<br />-.;- STORM PANEL (Mot O,ERAP 1 VRQE "ALLEY) STORM PANEL
<br />-- - - -- - --- -- --------
<br />-- _- -- -- ------------------- --- -- - - '-
<br />t REGULAR
<br />AAN,,...
<br />MAX. cAP
<br />9i
<br />_ _
<br />.
<br />LIFE SAFETY PANEL = * TF ° FLORIDA BUILDING CODE Non High Velocity Nurrtcon!
<br />EXTERIOR -ys,�FU:•-40RIDA ..'t4kQrr Pav4D nRco. M. 24 GAGE GALVANW STEEL STORM PANEL
<br />')V S N eti(]x "" EDIT
<br />SECTION A -A �G- ITL IE C O ENS. cLoeAL PRorECTwN Pao�uCTs. uc.
<br />-�#•7�/TRJUT 4100 S.w. 51 STREET
<br />SCALE 1/4•-l' ` /' .w, DIN ntHm.r�: W-�•aR, u,ED' NtOR: (RS4)♦M >SW rN1i(RM)M-6R7 20•
<br />1;
<br />"
<br />INSTALLATION DETAILS
<br />INTO
<br />WOOD HEADER WOOD RUDER
<br />REOImED iIEWIRED
<br />FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />_ I
<br />PANEL C1�
<br />-_ WOOD HEALER - __ I'"
<br />AEOUIRED
<br />W000 HEi10ER
<br />"TFEQUIREp
<br />9 TAPCOM ja'. TAPCON
<br />1
<br />-,
<br />14-. TAPOQII
<br />14'I TMOON
<br />NNCIOR O 9. O.C. ANCHOR O p' O.C.
<br />HOR O 9' O.C.
<br />O 9' O.C.
<br />4)
<br />1/2- 1/4- 1/4,
<br />MAX
<br />)
<br />1/z' 1/4. •.
<br />IJ2. 1/4'
<br />2' ,
<br />_
<br />, - I 2 I
<br />Nil
<br />Y d 1
<br />2' ]I
<br />WY.
<br />Ll DIET
<br />I i
<br />i (DLJ 1J i �j
<br />Lf Z I
<br />t
<br />i L1 A
<br />t
<br />t
<br />B
<br />R
<br />IXIST1yy„R
<br />I I /4•.-ws,• p
<br />; t 4v-}a,• - _ _I u Rn p
<br />:r Y- A FA IX6TINSj,2
<br />d
<br />i n
<br />I t/.•f20.,' °
<br />>IS eGLR r
<br />I 1H•...2a.t•
<br />• ` u a R r
<br />c1A55 `_
<br />p
<br />II
<br />tl 1
<br />, IDWR, O.OI Y� 0 t 1
<br />1 I
<br />p
<br />'EL MAX. II
<br />I FY6lIMC
<br />MIT
<br />5'•"I
<br />1 1>iaH w01 7�') tl
<br />1 0
<br />I
<br />t
<br />1 ' -EL LAX.
<br />6•
<br />'L'
<br />PAN) LENGTH 11
<br />1 --.... X. _
<br />_lam- PANEL LENGTH
<br />MOO.
<br />(SEE ELEVATION H
<br />_ Y-..,•-...-
<br />1
<br />PANEL
<br />6• (SEE ELEVATION
<br />0
<br />) SEEPANEELEVATION I 1 LENGTH
<br />_--1 __ _. .�
<br />(
<br />ON SHEET 12) IN
<br />t LENGTH
<br />-_
<br />- . _I (SEE ELEVATION G
<br />'r
<br />I ON SHEE'1 12)
<br />__-� - _..
<br />II
<br />I T.
<br />1 'ON SHEET 12) p ,
<br />S.._.
<br />T _O ON SNEEi t2) e
<br />, - t p
<br />1• Vn,
<br />I r- --�'-_ 'T- -'
<br />O O
<br />tl'- SEPAL7A710Nt
<br />CLASS
<br />TO1
<br />, •.a=_,7` "._. „_
<br />4)!^SEPAL
<br />�-
<br />T
<br />O
<br />TOGLASS.GLASS.I
<br />L/2 N`SEPARATFS
<br />TO MASS, 6•
<br />I
<br />A
<br />T,ON
<br />I E/2 M TO GRASS.
<br />I
<br />-
<br />• �-_+
<br />1 r,
<br />�
<br />�
<br />,
<br />1
<br />_
<br />•'. .��-
<br />LID
<br />�1,/r
<br />-' i cc t/r: ` -_.., - ;:'
<br />NED
<br />�
<br />,::'
<br />t
<br />`
<br />[°.
<br />�
<br />) ISi Its EQ
<br />_i
<br />TOUR r/T �^
<br />- - - -
<br />I/2.
<br />A)) V
<br />PLATE -.
<br />o.0 i0
<br />.
<br />_'. )/4.9 TAPCON _ I- 1 4.9 TAPCON
<br />_
<br />REQUIRED ..
<br />�4'► TAPCON 2-.4- WOE_
<br />a t2 t O.C.
<br />n
<br />.. I
<br />AICHGR s e• O.G ANCHOR • 9' O.C.
<br />SUGGERU W/ STUD I STAGGERED W/ STUD
<br />".
<br />ANCHOR O 9' O.C. PLATE ' T-
<br />REWIRED
<br />_t/4'. TAPCON
<br />WOOD (-_ WOOD
<br />,.. .• �
<br />ANCHORa 9' O.C.
<br />/ - -FIAT[
<br />REWIREDREOURED
<br />,.
<br />s u�E s�AANE1
<br />WALL MOUNTINGS
<br />SCALE 3/8-1•
<br />ifflu
<br />�P A TP/ . -r
<br />eLIEBNAILi'f� lirZBlEf
<br />�U SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/6-1-
<br />1
<br />�; GEN
<br />FLORIDA BUILDING CODE
<br />Nan High Velocity HUrrlcanto Zone
<br />0, 44167 .. =
<br />Pzom n1Q0' �' 24 GAGE GALVANIZED STEEL STORM PANEL 'or,
<br />I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p...T) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET 1L.Q
<br />£$
<br />STATED`' �`' IL ECO EMc. PROTECTION PRODUCTS, U.C. gnu
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />y' >F
<br />°A` • FtORLO .• 4 T.�v
<br />E Aln• MIND S.W. 51 STREET
<br />u. aw a r A .rw.rsa A atr OWE, n. 33314 20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />Lsl'•• 1 y.• i
<br />: "$W- (w)ae-T6te.
<br />G-WW719 er
<br />FAr DXH7DN-enr7
<br />.- WIw10 Po:
<br />1/PAµ TIIRE/OOE
<br />wN.1p ArURRqkDLL/! Hi ]"E
<br />WANT ID O to
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL Cti INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />A.SD.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.4 e.
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />TO
<br />a
<br />PANEL
<br />LENGTH
<br />Y
<br />n.
<br />O
<br />MAX. A.S.D
<br />CESICN
<br />PRESPATTS
<br />..r.
<br />( P )
<br />P
<br />BELOW
<br />APPI3CABIE
<br />t°
<br />♦ �,
<br />OOM6INTION
<br />OF iN[Y
<br />LIA%IEIM
<br />PANEL
<br />LENCM
<br />00
<br />TAPDON
<br />SOLO
<br />-SET
<br />ANELMATEFEMALE
<br />TE
<br />PLU4PANELMATE
<br />2AUK-WA
<br />M
<br />CALK-91
<br />TAPCON
<br />SOLO
<br />-SET
<br />FEMALE
<br />D
<br />PAIEI]NlE
<br />�
<br />2NIAC-NALJNr13'
<br />CALK-IN
<br />To
<br />it'
<br />ro
<br />1S•
<br />U'
<br />13'
<br />m
<br />IS'
<br />ti'
<br />To
<br />ro
<br />COMYAA7XIN
<br />OF THEM
<br />ro
<br />ro
<br />ro
<br />m
<br />m
<br />m1011[
<br />>+53, -45
<br />TO
<br />+75. -7S
<br />IS'
<br />tJ'
<br />12'
<br />13'
<br />10'
<br />1 0'W
<br />,•
<br />OR
<br />TEAS
<br />+75. -75
<br />.11q-17B6
<br />13'
<br />b•
<br />IS'
<br />101 /:
<br />rJ•
<br />6/ /2•
<br />tY
<br />61 Y
<br />/
<br />71 /2'
<br />512AtYI
<br />/IY
<br />OR
<br />IL45
<br />,1'
<br />13•
<br />13•
<br />IS'
<br />1J'
<br />13•
<br />13'
<br />tY
<br />,]•
<br />10•
<br />t (e0TT0w)
<br />13•6
<br />I/z'
<br />13'
<br />13'
<br />13•
<br />f
<br />I3'
<br />9•10•
<br />7 1/2
<br />e•
<br />t (BOTTOM)
<br />13'
<br />11'
<br />13,
<br />13•
<br />r13
<br />13'
<br />13'
<br />13'
<br />13'
<br />12'
<br />13-
<br />10'
<br />2 OOP)
<br />IS'
<br />S'
<br />13•
<br />10 1/2
<br />tY
<br />9 t/2•
<br />U'
<br />6 1/2'
<br />7 1/2'
<br />S 1/Ta
<br />t/2.
<br />2 (TOP)
<br />13'
<br />11'
<br />1]'
<br />1J'
<br />13'
<br />t]'
<br />tY
<br />,]'
<br />12'
<br />13'
<br />to'
<br />2 (BOTTOM)
<br />13•
<br />r
<br />13•
<br />13'
<br />lY
<br />9 1/Y
<br />13'
<br />9 t/I
<br />10 ,n
<br />7 1/26
<br />1/2'
<br />2 (BOTTOM13•
<br />it'
<br />13•
<br />13•
<br />13'
<br />13'
<br />13'
<br />tY
<br />12'
<br />13'
<br />to'
<br />3 (TOR)
<br />tY
<br />r
<br />13•13•
<br />,3.9
<br />1/2•
<br />I3'
<br />9 t/2'
<br />10 1/2.
<br />7 1/2
<br />r
<br />3 (TIN)12
<br />1/2
<br />I2 1/t
<br />6 1/4.
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/4-
<br />6 1/4•
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2
<br />12 1/2
<br />5 t/4•
<br />6 t/{
<br />2 1/2
<br />6 1/1
<br />-
<br />-
<br />6 1/4•
<br />3 (BOTTOM)
<br />B•
<br />4 1/2-
<br />4 (TOP)
<br />7'
<br />3'
<br />-
<br />B'
<br />5 1/2`
<br />7'
<br />3 1/2'
<br />0'
<br />t'
<br />4 1/2'
<br />3•
<br />6 1/Y
<br />-r
<br />2 1/2.
<br />4 (TOP)
<br />- --_
<br />d'
<br />-
<br />e'
<br />_ -
<br />B•
<br />B•
<br />e•
<br />_
<br />B•
<br />_
<br />4 (9ort°M)
<br />- e•
<br />-
<br />6 1/2-
<br />_
<br />- 0 -
<br />_
<br />e�
<br />_
<br />5 1/2-
<br />-
<br />-
<br />4 (8°Rd )
<br />_g•_
<br />-- t]'
<br />13'
<br />13'
<br />13'
<br />_
<br />13'
<br />13-
<br />Is'
<br />13,
<br />12'
<br />13'
<br />to'
<br />S (TOP)
<br />lr
<br />6 IT
<br />13•
<br />13-
<br />U•
<br />9•
<br />_
<br />73'
<br />U'
<br />_it'
<br />n'
<br />I]'
<br />13'
<br />U'
<br />1T
<br />tY
<br />t]'
<br />U'
<br />12'
<br />1]'
<br />10'
<br />b (BOTTOM)
<br />IY
<br />Y
<br />13'
<br />13'
<br />9 1/2'
<br />1J'
<br />9 1/2'
<br />10 1/2
<br />7 1/2'
<br />IY
<br />6'
<br />9 (BOTTOM)
<br />13'
<br />11•
<br />13'
<br />13'
<br />13•
<br />13-
<br />,3'
<br />130
<br />130
<br />t2•
<br />,3'
<br />to
<br />6 Imp)
<br />13
<br />5'
<br />_U'
<br />13•
<br />t0 1/2
<br />t]'
<br />0 7/2'
<br />13'
<br />6 7/2-
<br />7 1/2'
<br />S 1/2'
<br />4 1/2'
<br />6 (!OP)
<br />-
<br />6 1/4"
<br />9 1/4'
<br />8 1/{'
<br />6 1/4-
<br />_
<br />_
<br />_
<br />_
<br />6 t/.'
<br />6 1/{-
<br />6 (BOTT ••)
<br />_
<br />_
<br />-
<br />6 t/4•
<br />6 1/4-
<br />6 1/4•
<br />6 1/4-
<br />6 1/4•
<br />6 1/4•
<br />-
<br />-
<br />_73'
<br />6 1/4•
<br />6 1/4'
<br />9 (loan •)
<br />1J•
<br />7 1/Y
<br />13,
<br />1]'
<br />13,
<br />f0'
<br />13'
<br />/0'
<br />it'
<br />a'
<br />13'
<br />6 1/2
<br />1 OP
<br />>5'-6•
<br />TO
<br />a-0•
<br />11•
<br />5•
<br />13•
<br />10 1/2'
<br />13'
<br />6 1/2'
<br />13•
<br />6 1/2'
<br />7 1/2'
<br />S 1/2•
<br />Ir
<br />4 1/2'
<br />1 (TOP)
<br />>6-6-
<br />TO
<br />7-5'
<br />13-
<br />7 1/2-
<br />13•
<br />13-
<br />13-
<br />10 1/2
<br />13-
<br />10 IJ2
<br />11 1/2•
<br />e•
<br />13-
<br />r
<br />I (BOTTOM)
<br />13'
<br />6 1/2'
<br />13'
<br />tY
<br />13•
<br />9•
<br />lY
<br />S.
<br />10-
<br />7 1/2'
<br />lY
<br />6'
<br />1 (BOTTOM)
<br />13•
<br />7 1/2•
<br />1J•
<br />13'
<br />ICI'
<br />13•
<br />to'
<br />it,
<br />8•
<br />1]•
<br />6 1/2'
<br />2 (TOP)
<br />,3•
<br />5-
<br />13-
<br />t0 1/2
<br />1J•
<br />6 1/2•
<br />1Y
<br />6 1/2'
<br />7 1/2•
<br />5 1/2'
<br />,3•
<br />4 1/2'
<br />2 (TOP)
<br />I3'
<br />7 1/2•
<br />it
<br />13•
<br />,J•
<br />§
<br />10 1/2
<br />,3'
<br />f0 1/2
<br />11 1/2'
<br />8'
<br />13•
<br />r
<br />2 (B01TOM)
<br />I]'
<br />7•
<br />U'
<br />tY
<br />130
<br />9 1/2'
<br />13'
<br />9 1/2.
<br />10 1/
<br />7 1/2'
<br />13•
<br />6 7/2.
<br />2 (BOTTOM)
<br />13•
<br />7 1/2-
<br />13-
<br />13-
<br />13•
<br />10 1/2
<br />t3•
<br />10 IJ2
<br />11 1/2-
<br />8•
<br />I3•
<br />7•
<br />3 (TOP)
<br />13'
<br />r
<br />13"
<br />13'
<br />13•
<br />9 1/2•
<br />13'
<br />9 1/2'
<br />0 1/2
<br />7 1/2•
<br />13'
<br />a•
<br />J (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 ,/A'
<br />6 t/C
<br />12 1/2
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/+'
<br />S (BOTTOM)
<br />-
<br />-
<br />2 1/Y
<br />12 1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/Y
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 t/M'
<br />J (BOTTOM)
<br />7 1/2'
<br />3 1/2-
<br />6-
<br />r
<br />7 t/Y
<br />a'
<br />e'
<br />A t/2•
<br />5'
<br />J 1/2•
<br />r
<br />Y
<br />4 (TOP)
<br />7•
<br />3'
<br />8'
<br />S 1/2'
<br />7'
<br />3 1/2'
<br />5'
<br />4'
<br />4 1/2'
<br />]'
<br />6 1/2'
<br />2 1/2'
<br />{(TOP)
<br />e'
<br />-
<br />B•
<br />-
<br />e
<br />-
<br />e'
<br />-
<br />5•
<br />-
<br />e
<br />-
<br />4 (BOTTOM)
<br />e
<br />6 1/T'
<br />-
<br />S
<br />-
<br />a•
<br />-
<br />5 1/2-
<br />-
<br />Y
<br />-
<br />4 (BORONN)
<br />13'
<br />) 1/2'
<br />1]'
<br />t3'
<br />1J'
<br />10 1/2'
<br />IS'
<br />10 1/2
<br />11 1 /2
<br />d'
<br />1J'
<br />Y
<br />6 (TOP)
<br />,3•
<br />6 1 /2
<br />,3
<br />13'
<br />13'
<br />9-
<br />1J'
<br />9'
<br />10'
<br />7 1 '
<br />/2B'
<br />13*
<br />S W
<br />R )
<br />IJ'
<br />7 t/2'
<br />13'
<br />tJ't/2
<br />/]'
<br />10 1/2
<br />,1 1/2•
<br />d•
<br />IJ'
<br />r
<br />S (aoTiou)
<br />t3'
<br />Y
<br />1J'
<br />73'
<br />t]'
<br />9 1/2'
<br />13'
<br />9 1/T-
<br />10 tJ2-
<br />7 1/2'
<br />1J'
<br />6'
<br />S (BOTTOM)
<br />I!'
<br />7 1/2-
<br />17•
<br />1J-
<br />13'
<br />10 1/2
<br />13'
<br />10 t/2
<br />,1 1/2
<br />Y
<br />13-
<br />Y
<br />5 (TGP)
<br />U'
<br />S'
<br />1J•
<br />t]'
<br />6 1/T-
<br />13'
<br />6 ,/2'
<br />7 1/2•
<br />5 1/2•
<br />13-
<br />+ 1/2.
<br />6 (TOP)
<br />6 1/4-
<br />6 1/f'
<br />6 1/4'
<br />6 1/4'
<br />5 1/4'
<br />6 1/1'
<br />6 (BOTT,••)
<br />6 t/.'
<br />6 1/4'
<br />6 1/.•
<br />6 1/{'
<br />6 t/4•
<br />6 1/4•
<br />a (eoTT.••)
<br />SEE BMW 11 FOR AMHOLS TYPE A SPACING FOR ,N6TA OY OS M WON M M IRE06O6.
<br />• Wa1W Awam SPALw10S AND wNRNN, EDGE 06TNlQ AR INDICATED ON INS SCHNCTAAE. MR E.D.
<br />LEM THAN INDICATED ON SCHEDULE REARS AK]" SPACOOG IN MLTPLYING SPACING SPAWN CN
<br />SCHEDULE IN THE FOLLOWING FACTDIQ FOR IRS OPO,AI ON TO E POSSIBLE REDUCED SPACING
<br />MOM USBO FACTOR SHAL NOT E LETS THAN W SPICING ARMORED FOR EACH ANCHOR TYPE
<br />ON THIS SCHEDULE
<br />/.1_
<br />1/41.
<br />114-.
<br />1/4•.
<br />,,.1
<br />1/4-.
<br />ANCHOR TYPE
<br />1MaON
<br />tOND-!1
<br />PN�
<br />AO&JIMii
<br />2AMO•
<br />CWK-IN
<br />LVO M ANCHOR SPACING INN)
<br />3
<br />a
<br />]
<br />a
<br />2 ,/r
<br />1 t/2
<br />MMMAIMN6! P•)
<br />]
<br />]try•
<br />Y
<br />a
<br />] ,n'
<br />]
<br />OETANO RD.) Emt
<br />a
<br />a t/1•
<br />3 ,/]•
<br />a LIP
<br />] I/S•
<br />ADRIAL BDOE mBBPITL
<br />FACTOR
<br />11/1• _-
<br />0.35
<br />-
<br />- -
<br />-
<br />-
<br />'
<br />] tR
<br />-1
<br />o.SO
<br />_.
<br />_ _
<br />- _ _
<br />_
<br />OJO
<br />�'0.�
<br />- LOt1-
<br />- $PACIN(S OEILY VALID WHEN SPACER IS USED. SEE T i1 FOR MAX. AGO.
<br />DESIGN L.O k MAX. PANEL LENGTHS WHEN SPACER IS USED.
<br />1/4.6 TAPCON_--.-ODSiMGEPOURED
<br />ANCHOR O 9' O.C. iX)NC OR
<br />'
<br />0.UlK
<br />REOUMED. M
<br />REOI
<br />1/Y 1/4•
<br />E D •
<br />II
<br />R
<br />UTS
<br />GLASS . J,
<br />u
<br />n
<br />n
<br />II
<br />II
<br />p 1- Min.
<br />R--SEPARATON--
<br />9 TO GLASS.
<br />If
<br />A.S.D. DESIGN LOAD
<br />MAIMIUM PANEL
<br />LE NIGTH
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2`
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLD SET ANCHORS k W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-I TMCON._-,.EXISTING POURED 1/4•0 TAP)ON_ pLRTRIG POURED 1/4-0 TAPCON_ _ .. .. _ 1B5BNG POURED
<br />ANCHOR O 9. O.C. CONCRETE OR ANCHOR O 9' O.E CONCRETE OR ANCHOR O 9 DC. OR
<br />CONCRETE BLOCK Z CONCRETE BLOCK CONCRETE BLOCK
<br />REQUIRED. REOUIREO. REQUIRED.
<br />4) j 0 G
<br />1/2' ft/a' IJ2'1/4
<br />MAX. LWt
<br />L0.* j j ) EC- / 1 E.D.• // I
<br />1
<br />/4•f 2a1' DUSTS
<br />j(IJ n
<br />:i aR W CRASS 4
<br />3 A. I
<br />n
<br />tl
<br />I i MO._ R.
<br />PANEL LENGTH It .
<br />(SEE ELEVATION 1
<br />ON SHEET 12) G
<br />1
<br />Eat
<br />D• // I E.D.• %� I
<br />1 e a ,? - I • a ,/r OC
<br />314*
<br />s
<br />_ 1/4'0 TAPCON 1/4'6 TAPCON
<br />ANCHOR a 9' O.C. ANCHOR O 9' O.C.
<br />EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />..CONCRETE BLOCK REQUIRED. -CONCRETE BLOCK REQUIRED.
<br />SECTION R-tA
<br />e REGULAR PANELS 0 U PANEL
<br />WALL MOUNTINGS
<br />SCALE
<br />3/a-1-
<br />'L• MAX.
<br />NEL LENGTH
<br />E ELEVATION
<br />1 SHEET 12)
<br />/4
<br />IT
<br />T (!�It
<br />O/LSS
<br />I
<br />f
<br />I
<br />it
<br />11
<br />It
<br />p--SEPNUTION
<br />D TO GLASS.
<br />E.O.•
<br />t a � ,• CLSTTByASS,B� STI
<br />F
<br />A fU B
<br />0
<br />oaR Ynion. ) Y
<br />A
<br />tl
<br />1 L' MAX Y
<br />PANEL LENGTH I -
<br />(SEE ELEVATION p
<br />ON SHEET 12) n
<br />H
<br />R
<br />O q -
<br />® L/2_7
<br />E.D.•
<br />I
<br />1' Min. I
<br />t
<br />PARATION-- I
<br />) GLASS.
<br />I
<br />I
<br />t/4q-ZONE•
<br />s.3 eMR r
<br />A A
<br />1
<br />'
<br />N
<br />L• MAX
<br />i
<br />5' PANEL LENGTH
<br />I(SEE
<br />ELEVATION
<br />f
<br />1
<br />-ON SHEET 12)
<br />I
<br />O
<br />/ I
<br />I
<br />/ I
<br />6'
<br />i 1
<br />1
<br />is I
<br />EQ(-;
<br />EO 1 _'LL I MS
<br />EGr
<br />EO 1 _ Iq PALS
<br />0 12
<br />/�..._
<br />1/1.9 TAPCON
<br />I/4'9 TAPCON
<br />AN04OR O 9. O.C.
<br />ANCHOR O D• O.C.
<br />EXISTING POURED CONCRETE OR
<br />R EXISTING POURED CONCRETE O
<br />_
<br />CONCRETE BLOCK RIZOUNED.
<br />0 REGULAR PANELS O
<br />_ _
<br />1dN R CONCRETE BLOCK RETIRED.
<br />u LsMA -MANEL
<br />WALL MOUNTINGS
<br />NtrHNNA4 SCALE 3/8-1-
<br />CODE (Non Mah Velocity Hurricane
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL in
<br />INTO WOOD STRUCTURES
<br />1'
<br />HOOD HEADER HEADER
<br />_ _ H _WOOD
<br />OLNRED Td01/1REED
<br />D
<br />,i
<br />_114'9 TAPCON - M4.9 TAPCON
<br />ANCHOR O 9' O.C. ' ANCFOR O 9' O.C.
<br />�1
<br />� 1 '� 4)
<br />) )
<br />1/2- ,1/4• 1/Y 1/4.
<br />MAX._
<br />2•
<br />Mrin.
<br />1 I
<br />I � I
<br />1 O N t
<br />tl
<br />EXK11Tl{}j 1 t,4•.-tat• 1F :.="_;! A,I. r
<br />GLASS p .'1 �q R w P I
<br />:- - ltE wM RVRi E SSG-_" I
<br />N 1 ,DGI. OAK 7n O t
<br />'
<br />II 1 IT I 'L* MAX.
<br />O L_- ._ L' MAX. IL _ .__ _ _. 1 - -_ 6'
<br />11 I 1 PANEL LENGTH _ PANEL LENGTH
<br />(SEE ELEVATION (SEE ELEVATION
<br />'T ON SHEET 12) In I 1 ON SHEET 12)
<br />I n I
<br />N
<br />---SEO'WiT ON- n 1 Min.
<br />GLASS. O Cl)
<br />IfTO il---sEPARAnoH - 1
<br />u , 11 G1A55. I '
<br />1 e.
<br />EO / N I 00L/r Ot EQ. _ I e t2 Ur DC
<br />I I I
<br />EO EO
<br />E- -. --- E
<br />2-.. WOOD �'- 2'.4' WOOD 1
<br />PLATEi� PLATE
<br />REOU,RED 1/4 It PANELWIIE PLUS REQUIRE° 1/4'9 PANELAMTE PLUS
<br />- -ANCHOR
<br />O 12 1/2' O.C. ANCHOR O 12 1/2. O.C.
<br />ALTERNATIVE R-3AW ALTERNATIVE R-38W
<br />O REGULAR PANELS O UR SAFETY PANEL
<br />.................
<br />WALL MOUNTINGS
<br />SCALE 3/8-1• !�'.`r. '', ✓.gi
<br />' 0.44187 x FLORIOA BUILDING CODE (Non High Velocity Hurricone Zone
<br /># }T alt92o nRco, eNt r.P.
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. i STATE OF_ -:0: 24 GAGE GALVANIZED STEEL STORM PANEL aRrIN er:
<br />DESIGN PRESSURE RATINGS (p.s.I) AND PANEL �a D'• ROR �•`- 0r�'�010
<br />LENGTHS AS PER ELEVATION ON SHEET 12 F ---" IL E C O IN. GLOBAL PROTECTION PRoouCn• �• GONE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .ry S/ORAL �•W /�-,�2v Tula • COMPANY 4°°° €r' nt ffMIIt
<br />]rw a r >A I.MWrA .4e.a w D,N. ONE. n. 33314
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC PNNNNwA1•`3 / ( ... awM-wF _ LMR 1 P.Kwc (wNwe-New, rxc (N471N-am 20-175
<br />DENSITY OF 0.55 OR EQUAL- a-000671e CNIENC r
<br />Pl. WAJ91O rJW/aATC eALTR A 1WiR A.. PE OIQT t9 O to
<br />c
<br />C/)
<br />N
<br />-Cu
<br />O�
<br />.4_.
<br />U
<br />N
<br />!`
<br />U
<br />C:
<br />.�
<br />cv
<br />U
<br />-0
<br />N
<br />n-
<br />U
<br />C
<br />'i
<br />C
<br />1�
<br />N
<br />cv
<br />O
<br />O
<br />-+--•
<br />��
<br />O
<br />CQ
<br />>
<br />E
<br />O
<br />N
<br />-6-0L �
<br />O
<br />-
<br />L
<br />.�
<br />.�
<br />,,�^^
<br />vJ
<br />Ia L
<br />Q
<br />Qom:
<br />i
<br />t I
<br />C4
<br />t
<br />j iC
<br />C
<br />-L CL
<br />L7
<br />a
<br />�I
<br />J (ig
<br />Gh
<br />R
<br />L
<br />'L
<br />._
<br />= C
<br />c0
<br />n O (D
<br />�
<br />U
<br />F
<br />¢�
<br />0Uj
<br />U)
<br />4J
<br />_C
<br />O
<br />0_
<br />CD
<br />C
<br />1�
<br />BIT
<br />VJ
<br />co
<br />W
<br />LU
<br />=
<br />Q
<br />Z
<br />4Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.4,
<br />
|