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<br />SCALE 1J4'•=1' SCALE I/tat' SCALE 1/44.1" SCALE 1/4•+=1'
<br />,6Lco, PAN . ftAI14E':
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<br />CASE G (;PLAIT NS
<br />WaINNA: T Saw i `��CtEM�'•;•',,*,9 YALO FOR DIRECT MOUNT 14TALLATON ONLY At
<br />Nr CERITIED PANEL INSTAIATNMN AT WALLS W/
<br />•;
<br />i SOWAGE LENEI. YAOA7pNS WIT" 31+`
<br />S N0, 44167
<br />FLORIDA B111LDING CODE Non iN h Velocii HurYieana Tons
<br />' AN) F.P.
<br />E•
<br />1/4'-1' l CAS PLAN } 4� mama T4TEoa Ora l $ALOE GALVANIZED �rtE£I STORM PANEL
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<br />TNt{M R HOD S.N. 51 I n62r
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<br />P.E +.7E. Ng„ p,C - 1 • tower a. or ta'
<br />(VAUD ONLY FOR PANEL(I))NSTAL.LATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX A.SX,
<br />DESION
<br />PRESSURE
<br />(PA
<br />MAX"* ANCHORS SPAf2t10 FOR ED. r As SHOOK ON SHEETS a'& 7
<br />APPLICABLE
<br />To
<br />& AK'F..
<br />OF TAM
<br />MAJOILIM
<br />PANEL
<br />tFtIC/1N
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<br />TAPCON
<br />HAG 9fY�Ml
<br />PAONIl)A/,fE
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<br />PLUS
<br />1TD 1
<br />Ir
<br />13"
<br />it
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<br />Lem
<br />93' .
<br />Ir
<br />13'
<br />Ts"
<br />6 1/2.
<br />6 1/2'
<br />6 1/r
<br />6 Im
<br />a //2`
<br />a 1/4'
<br />12 112"
<br />a 1/r^OR
<br />5-O"
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<br />8'
<br />8'
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<br />13
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<br />13
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<br />.. 6'
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<br />61/2-
<br />a 1/2.
<br />4 1/2•
<br />- a 1/r
<br />A 1/2"
<br />00a)
<br />4 1/4-
<br />12 1/2'
<br />61/0
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<br />4 Im4*
<br />5 ixB
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<br />4 llr
<br />4 1/2'
<br />7"
<br />7'
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<br />10Ile
<br />91/2`
<br />,2`
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<br />4'
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<br />13*-
<br />13`.
<br />13'
<br />I'J'
<br />MAX A.S.D,
<br />DESIGN
<br />PRESUIRE
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<br />MGM ANCHORS SWINO FOR ED..s AS %MW ON SNEI';TS' 8-A 7
<br />-
<br />TOPANEL
<br />ZOWFed
<br />K40" -.
<br />Lem
<br />(ft.)
<br />LAG SCREW
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<br />6 t/2'
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<br />-
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<br />-61/4'
<br />0017.9
<br />7'
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<br />-3"
<br />7 t12"
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<br />13'
<br />IV
<br />• SEE TAME I)T FOR MAIL AS.O. OEM LOADS & MAN. PALL MOM WHEN SPACER..0 IS • SEE TABLE j7 FOR W)(. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WEN SPACER: IS
<br />USED, COW& PONDING MLY TO ALTERNATE 2W ON SHEEP B 1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />1/4'P TAPS
<br />ANCHOR •
<br />.Ts
<br />A e
<br />A.S.D. Clow I=
<br />WA)PANEi.
<br />40 PSF OR LESS
<br />--6.-r
<br />> 40 PSf TO 50 PSF
<br />61-2"
<br />> 50 PSF TO BO PSF
<br />W-TO"
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR RISTALIATONS
<br />W/ PANEL MATE 10 OR PANEL MATE PLUS
<br />ANCHORS ac W/ SPQR+YiiAA{,1, 1/2" O,C.
<br />1
<br />1
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<br />' U2
<br />1
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<br />a REGULAR
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<br />SEE SHEM 14 -AT to FOR MOM TIME a WACM FOR
<br />INSFAUA1IO *M SNOOD FWNE SL%D &
<br />WAK.Y AILINCR SAACIN06 /AID AALWNM FDDE a18FAY10E
<br />ARE OIOIG4Ea DN 1116 SOrIDIa,E. NOR E.D. LE55 THa
<br />INDICATED ON 11OMME REDUCE AW44DR WATIND ar
<br />MOATIM."M SPAM S"I" ON Sy`MME 9Y THE
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<br />ANOM T![
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<br />ONMA MOM WOW 003
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<br />SCAT£ 7/e+.4`
<br />MAXIMUM
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<br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 0, ON SHEETS 4 & 5)DEM
<br />ilntuluNrAy
<br />(,cel a rimer
<br />� ♦` CEN ."'.w
<br />A Wi PANES... LENGTHS ARE 0 VALID FOR INSTALLATIONS
<br />W S0110- SET ANC & W/ SPACER AT 12 t/r O.C.
<br />FnLJO BUILDINGCODE MI1n h yel6Cl. Harricone Zon6
<br />IS
<br />' 44f$7 1It sx 24 MOE O&VAWRO STEEL STORM PANELpeo" 06
<br />2t#- i iArnASe
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<br />li: �,
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<br />MAX A.S.CF:
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