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N C S IE-08 INSIALLATION IN EQUREDN
<br />COIVCRE7E BLOCK OR WOOD STRUCT RU ES: VAUD EQR REGULAR. LIFE
<br />5AF ac E-Z HANG STORM PANEL (1) SYSTEMS
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<br />7:3X POURED CAAC EET1EE I OR ?"x4' gOOD AS A OF ASLF OPENING SCHEaUIE d S Ef7S e,
<br />. (MIN. PANEL IXIN wo Ea,GCN'Ci z� _ VAFNE5a T L ® TINES l6A%%1�D 45 APPi7.�t.E 14 a it)
<br />OVERLAP RIDS Ir4D0 FRWE K 6' Ah+. l 94
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<br />' I;ER#HELLO PANEL INSTALLlIiK7N AT WALLS Wf
<br />- NG, 44167 - SURFACE LEE VARIATIONS WITHIN 3/4-
<br />* ' T! FLORIDA BUILDING CODE Non High Velocity HUrriaane Pone
<br />� ���\\ F .4t Cana AUM M. 24 GAGE GALVANIZED STEEL STORM PANEL FA
<br />CASE ESN) CASE F Psi , s,3'`. STATE
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<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATNES aW THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D_
<br />DESIGN
<br />PRESSURE
<br />(P..J.)
<br />DN sHEtTs a 7
<br />MAy,1 MUM AtRCHOR5:5PAC1Nii FAR ED, s .V"` stroWN 6
<br />APPUCI+BiE
<br />i
<br />� & ANY
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LEv
<br />"ft.)
<br />TAPCON
<br />LTG 50"
<br />PANELFNTE
<br />FEMALE ID
<br />PANEUMTE
<br />PLUS
<br />WOOD BUSHING
<br />3
<br />3
<br />IT
<br />IT_
<br />43"
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<br />1
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<br />t SEE TAE,E #1 FOR MAX. A.S.D. DESIGN LOADS & MNL PANEL.LD&-FHS WHEN SPACER (9 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX, A.S.D.
<br />DESIGN
<br />PRATING E
<br />FOR ED. _ SHOWN ON SHEETS $.a 7
<br />MttIMUM ANCHORS SPACING AS
<br />APPLIOABtf:
<br />- TU
<br />& ARY
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<br />LENGTH
<br />(N.)
<br />TAPCON
<br />LAG SCREW
<br />PANELMAT£
<br />FEMALE ID
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<br />i OR N ODDS PANEL MlIGTHS WHEN SPACER. IS • SEE TABLE � F MAX. A5.D. DESIGN L &MAX
<br />USED, COIRESPONDING, ONLY TO ALTERNATE 2W ON SHEET 6
<br />3RJ
<br />A
<br />&SID. DES= LOAD
<br />MAX"PANEL
<br />LENOTH
<br />40 PSF OR LESS
<br />6'-8"
<br />> 40 PSF TO 50 PSF
<br />6'-21
<br />> 50 PSF TO 60 PSF
<br />5"-1D" -..
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL. MATE WAALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ 0 SP Rtir ,,4Z 1 /2' O.G,
<br />INSTALLATION DETAILS FOR LIFT: SAFETY E NELO
<br />INTQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAnON ��„",„..., NG POURED T/a•F TAPCO,-„--- PFIURF.17
<br />�. -' OA.-
<br />ANCIOR O 0 O.C- , NCREi[ OR ANCHOR O B" O.C. ERE
<br />CONCRETEBLOCK v . COMPETE BLOCK
<br />- REQUIRED: REMRf b.
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<br />ANO2 1E2I
<br />SEE SHEETS 15a 18 FOR AIGN6kS TYPE 3 VACANT FOR
<br />A SGlU7GNi IMTO WOOD FRAME R ADOM
<br />WMMAM ANCHIN S%SeNb AND UNWILW ENCE O18TAMCE
<br />ARE 04WAIED ON THIS SCHEDULE FOR E.D. LESS THAN
<br />INDICATED ON WHISMAE "JOE MOM SPACNW By
<br />IAA.TBN,YNO SPACING SNOWN ON SC HEDUL- BY THE
<br />FOLLOWING £A' -`TOR& FOR THIS OPERATIONO 8E POSPOLE
<br />REDUGEO SPACAG WANED USNO WMR SRAL NOT SE -
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<br />TYPE WA THIo.°SS4R7X4-
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<br />REQUiREM
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<br />ANCHOR (BEYOND)
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<br />SCALE 3fB+1"
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<br />MAXIMUM A&A DEMON ERESS I TJNG f jj AND MESPONDING MAXIMUM ANCHOR IMNO SCHEQU1.9
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU E~ ON SHEETS 4 & 5)
<br />MAX, AS.D,
<br />DESIONTO
<br />PRESSURE
<br />RATING
<br />A1AYDdAUtA ANCHORS SPACING FOR MIN EO. SCHEDULE MO`
<br />APPLICABLE
<br />:.
<br />,!
<br />TaR
<br />MAi1MLIM
<br />LENGTH
<br />(H-).
<br />MAX. AS.M
<br />PRESSURE
<br />Np;ij
<br />AM 10MUM ANCHORS SPACING POOL :MIN E.D, PER SOHUXXE BELOW
<br />APPLICABLE
<br />TO SECTIO'd
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<br />MAXIMUM
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<br />1. INSTALLA'TDDiN ARE ONLY VALID FOR A.:S,M DESIGN s :1 441fi7 z 'z c2gta uPESA W. 24 GAGE GALVANIZED STEEL STORM PANEL i P.P.
<br />PRESSURE RATINGS Ws,f) AND PANEL LENGTHS AS = * * •^'--`• GLOBAL PROTECTI(9W' PRODUCTS, LLC. 1rO p A�.
<br />PER ELEVATION ON SHEET 1Z sea., STATED .-- I!�OIfEG:
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD DtMMIttWO
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<br />MAX. AST;
<br />DESIGN
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<br />RATINGt
<br />(PLAN.)
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