|
(VALID ONLY FOR PANEL IQINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX A-".
<br />p
<br />tP a
<br />MAIOMUM ANCHORS
<br />SPACING
<br />FOR
<br />MN ED. PER SCHEDULE
<br />BE LOW
<br />APPtJCP
<br />LV17OfRNA
<br />lPiigid!
<br />00
<br />MAX. A.S.O.
<br />PRESSURE
<br />NQ
<br />'(p,�s.
<br />1W1IA1i
<br />�
<br />A(dC:I0R5
<br />SPACING
<br />FUR
<br />MId E.T),
<br />PER
<br />M A
<br />APPLICABLE
<br />SECTIONS
<br />WLX6AIMA
<br />PANEL
<br />LOOM"
<br />}
<br />TAPGON
<br />EMT
<br />��
<br />FEMALE
<br />ITTPLUS
<br />PA O E
<br />ZAMW-taw
<br />CALK-91
<br />t
<br />OF TEEN
<br />_- TAPCON
<br />SCUD-SE[PANELMAX
<br />FEMALE
<br />-
<br />®
<br />PLUS
<br />SE
<br />ZM(AC-NAIUR
<br />G7iL.K-IN
<br />& �,
<br />TO-_
<br />ro
<br />T6
<br />TD
<br />E
<br />TO
<br />TO
<br />TO
<br />40
<br />To
<br />la
<br />..OF
<br />Tp"
<br />>NN t-w
<br />4.75. -75
<br />13"
<br />11'
<br />!3'
<br />13'
<br />13`
<br />13'
<br />13'
<br />13'
<br />13'
<br />12"
<br />Ir
<br />t0'
<br />1 (TOP)
<br />3.�5.
<br />OR
<br />LESS
<br />75, -75
<br />TO
<br />+1196-t19.6
<br />13'
<br />ts'
<br />13-
<br />t0 1
<br />13"
<br />8 1 2
<br />13'
<br />6 1
<br />7 I�E
<br />5 !/2'
<br />is"
<br />4 1%2"
<br />1 (TOP)
<br />5,-w
<br />OR
<br />LESS
<br />13'
<br />I/'
<br />33"
<br />i3'
<br />13'
<br />13'
<br />13'
<br />t3"
<br />I3'
<br />i'
<br />13"
<br />lO"
<br />t BOTTOM)
<br />13`
<br />8 i/2•
<br />T3'
<br />t3'
<br />13'
<br />H'
<br />T3'
<br />9"
<br />TD•
<br />7 1/2'
<br />t3'
<br />6'
<br />T (AOTTTNI)
<br />13"
<br />11'
<br />T3"
<br />-. 13,
<br />13,
<br />13,
<br />13"
<br />''... 13'
<br />13'
<br />12'
<br />13"
<br />to*
<br />2 (POP)
<br />33" -
<br />5'
<br />13`
<br />10 1/'d
<br />13"
<br />6 i/2'
<br />T3"
<br />6 1/2".7
<br />T{Y
<br />3 1/2".
<br />T3'
<br />4 1/2'
<br />2 ((0P)
<br />13"
<br />111
<br />13"
<br />13,
<br />13,
<br />13"
<br />13"
<br />13'
<br />13'
<br />72'
<br />13'
<br />fO'
<br />2 (60TTOM)
<br />13'
<br />7'
<br />13'
<br />13'
<br />Or
<br />9 I/2"
<br />13`..
<br />9 1/2'
<br />10 1/2
<br />7 1/2•
<br />13•
<br />8 1,W
<br />2 (80110M)
<br />t3'
<br />1T-
<br />13'
<br />13'
<br />13'
<br />13"
<br />t3"
<br />13'
<br />13-
<br />12'
<br />13'
<br />10"
<br />3 (w)
<br />13'
<br />7'
<br />13•
<br />13'
<br />.13'
<br />9 1/2'
<br />Ir
<br />9 1/2'
<br />o 1/2
<br />7 1/2'
<br />13'
<br />8"
<br />3 (THIN)
<br />-
<br />-
<br />2 1/2'
<br />12 I1Z
<br />6 1/4"
<br />1 6 Ile
<br />2 1/2'
<br />12 T/2
<br />-
<br />-
<br />6 I/4`.
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2"12
<br />1/2,
<br />6 1/4"
<br />6 T/4'
<br />12 !/2
<br />6 i/4'
<br />•-
<br />-
<br />6 1/4"
<br />6 1/4'
<br />3 (BIYITOM)
<br />8"
<br />5'
<br />8'
<br />8'
<br />8"
<br />I 6'
<br />1('
<br />6 1/2"
<br />7'
<br />S"
<br />B`
<br />4 1/2'
<br />4 (TOP)
<br />7'
<br />3"
<br />8`
<br />'8 1/2"
<br />7"
<br />3 1/2'
<br />g"
<br />4"
<br />4 1/2"
<br />3`
<br />6 1/2`
<br />2 1/2'
<br />4 (TOP)
<br />tU"
<br />-
<br />B"
<br />-
<br />0,
<br />-
<br />6'
<br />B"
<br />8'
<br />-
<br />B'
<br />-
<br />(BOTTOM)
<br />11
<br />-
<br />6 1/2'
<br />.-
<br />a, •
<br />-
<br />4'-
<br />-
<br />5 i/3'
<br />-
<br />7'
<br />-
<br />(BOTTOM)
<br />13"
<br />11"
<br />13'
<br />13'
<br />13"
<br />13"
<br />13'
<br />13"
<br />13'
<br />t2"
<br />T3"
<br />1O"
<br />(TOP).
<br />le
<br />6 1/2'
<br />TY
<br />13,
<br />Ir9`
<br />13"
<br />H"
<br />--1D"
<br />7 1/2"
<br />93'
<br />8'
<br />5 (TOP)
<br />13'
<br />11"
<br />13,
<br />13"
<br />13'
<br />13'
<br />13'
<br />T3"
<br />13"
<br />12"
<br />13"
<br />t4"
<br />(00TTO11)
<br />13'
<br />7"
<br />13'
<br />13"
<br />t3"
<br />9 1/2"
<br />13'
<br />9 1/2'
<br />10 j1Z
<br />7 1/2"
<br />T3"
<br />6"
<br />5 (BOTTOM)
<br />T3"
<br />11"
<br />13"
<br />it
<br />13,
<br />IS
<br />13'
<br />13'
<br />13'
<br />12"
<br />it
<br />10'
<br />6 (TOP
<br />13-
<br />5"
<br />13"
<br />14 Ilf
<br />13'
<br />6 T/2"
<br />13'
<br />5 1/2'
<br />7 1{Y
<br />5 1/2"
<br />IS'
<br />4 1/2'
<br />6 (TOP)
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />4' a T/
<br />6 1/4'-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />6 (IK .-)
<br />-
<br />-
<br />6 1/4'
<br />6 1/4-
<br />6 1%4"
<br />6 1/4',
<br />5 1/4-
<br />.6 1/+-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />6 (E=D ►)
<br />13'
<br />7 1. 2'
<br />13'
<br />13'
<br />1 13,
<br />to,
<br />13,
<br />TO'
<br />It'
<br />8'
<br />13'
<br />6 1/2'
<br />1 (TOP)
<br />i5•-8'
<br />TO
<br />8'-O'
<br />13'
<br />5"
<br />13'
<br />10 1'
<br />13"
<br />6 t/2°
<br />13,
<br />6 1/2'
<br />7 4/2'
<br />5 1/2'
<br />13'
<br />4 1/2'
<br />.1 (POP)
<br />>V--B"
<br />TD
<br />ram'
<br />13'
<br />7 1/2'
<br />13'
<br />Ir
<br />13'
<br />14 !
<br />13'
<br />10 7/2'
<br />1 1/2
<br />$'
<br />73'
<br />7"
<br />! (601iOM)
<br />13'
<br />6 1/2"
<br />13"
<br />13'
<br />13'
<br />9'
<br />13"
<br />9'
<br />i0"
<br />7 1/2-
<br />13"
<br />4r
<br />t (BOTTOM)
<br />13"
<br />7 1/2'
<br />t3'
<br />-ir
<br />13"
<br />10"
<br />13'
<br />10'
<br />ft'
<br />8"
<br />13"
<br />6 t/2.
<br />2 ('TOP)
<br />IS,
<br />31
<br />13"
<br />10 1/2
<br />t3'
<br />8 t/2'
<br />13"
<br />8 1/2'
<br />7 1/2"
<br />5 1/2-
<br />13-
<br />4 1/Y
<br />2 (POP)
<br />13'
<br />7 1/2"
<br />13'
<br />13,
<br />13"
<br />10 1/2
<br />T3'
<br />0 1/2
<br />11' 1/2
<br />6'
<br />IS'
<br />7'
<br />2 (BOTTOM)
<br />13'
<br />7'
<br />13'
<br />Ir't3'
<br />9 1/2"
<br />T3'
<br />9 Ile
<br />0 1/2'
<br />7 1/1"'
<br />13"
<br />6 1/2"
<br />2 (BO7TOW)
<br />13'•
<br />7 1/2'
<br />t3"
<br />it
<br />13"
<br />!/2
<br />13"
<br />0 1/2
<br />1T 1/2
<br />8'_
<br />13'
<br />7'
<br />3 (TOP)
<br />13"
<br />7"
<br />13'
<br />13'
<br />t3'
<br />H !/2"
<br />13"
<br />H t/2'
<br />14 !/2`
<br />7 1/2'
<br />13"
<br />6`
<br />3 (TOP)
<br />-
<br />-
<br />12 1
<br />2 1/2'
<br />8 1/4"
<br />6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />_
<br />-
<br />6 1/4'
<br />6 1/4"
<br />13 (80Tmm)
<br />-
<br />-
<br />2 Ile
<br />12 1/2
<br />6 1/4'
<br />8 1/4"
<br />12 1 s
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (BOi> )
<br />7 1/2"
<br />3 1/2"
<br />8.
<br />6"
<br />7 1/2"
<br />4"
<br />g"
<br />4 1/2'
<br />S'
<br />3 1/2",
<br />7"
<br />3'
<br />4 (TOP)
<br />7"
<br />_
<br />3" :
<br />Er
<br />5 1/2"
<br />7"
<br />3 1/27
<br />8'
<br />4'
<br />4 1{2'
<br />3'
<br />-__.
<br />6 1/2'
<br />2 1/2'
<br />4 (TOP)
<br />-
<br />8`
<br />-
<br />6"
<br />-
<br />E'
<br />-
<br />8'
<br />-
<br />B'
<br />-
<br />B'
<br />-
<br />4 (M)
<br />8'
<br />-
<br />8 1/2`
<br />_
<br />w
<br />-
<br />8'
<br />-
<br />3 1/2'
<br />7`_
<br />-
<br />( ),..
<br />13"
<br />7 1/2"
<br />137
<br />i3"
<br />t3'
<br />10 1/:-...
<br />Ir
<br />10 1/
<br />1 T/2'
<br />e'
<br />13'
<br />_
<br />7-
<br />5 (TOP)
<br />-7-0
<br />1/2'
<br />13'
<br />13'
<br />13,
<br />9'
<br />13'
<br />9'
<br />10'
<br />7 1/Y
<br />13"
<br />Ir
<br />5 (TOP)
<br />IS'
<br />7 i/2'
<br />13'
<br />13"
<br />t3"
<br />10 1/2
<br />13"
<br />10 llrli
<br />1/2
<br />6"
<br />13'
<br />7'
<br />3 (BOTTOM)
<br />13'
<br />7'
<br />13'
<br />T3"
<br />13"
<br />9 1/2"
<br />13'
<br />9 1/2'
<br />TO 1/2
<br />7 1/2'
<br />13"
<br />6"
<br />5 (130Ti0W)
<br />13"
<br />7 1/2"
<br />13"
<br />i3`
<br />14"
<br />0 1/2
<br />13"
<br />10 i/2"tt
<br />t/2
<br />B'
<br />13'
<br />7'
<br />6 ('LOP)
<br />13'
<br />5"
<br />13"
<br />Ir
<br />6 1/2'
<br />13-
<br />6 1/2'
<br />7 1{2':6
<br />1/2"
<br />13"
<br />4 1/2'
<br />6 (TOP)
<br />-
<br />6 1/4'
<br />6 t/4.
<br />6 1/4'
<br />8 1/4"
<br />-
<br />-
<br />-
<br />6 Ileill
<br />1/4"
<br />6 (t .-Z' 1
<br />6 1 4"
<br />6 1/4"
<br />6 1/4'
<br />6 1/4'
<br />E 1/4'
<br />S 1/4'
<br />5 (BOTP.-)
<br />SEE SNlET 11 FOR ANOTIORB TYK a SPACING FOR N5WAAM4 TWO WCOO MW Bk,14.1k"n
<br />• WHIM AN ANt21GM UVAITM AND WOKU CGE MIMM ARE MICATE0 ON T1M6 'SP WILE M W.
<br />LASS m w Ibc= ON REW11E no" SPAOII6 BY MULTIPLY" SPAA'34 sHOLMw ON
<br />SCHIM E BY TIE FOLIZIM RS TM, FOR THS WOM13DN To BE POSMLL RE MCm WACHS
<br />0117 i US140 FW M SAL NOT 89 LESS IT" MN"M SPM04 MWED FOR EACH ATOM TYPE
<br />ON no 9171mu€
<br />ANCy1DR TM1/4's.
<br />L/x"•
<br />1/4•s
<br />Ilew
<br />1/41m
<br />1/4>0
<br />urc11M
<br />SOSD-Mx
<br />em
<br />CLLX-M
<br />. 1I10ABA1 MOM SPACING On.)
<br />3
<br />3
<br />3
<br />3
<br />2 E/Y
<br />2 1/2
<br />•R611FIIMMIG6
<br />MOM 1 N 10maw
<br />Q-)
<br />3
<br />3 1/2•
<br />3'
<br />3
<br />a I/a'
<br />3
<br />a=
<br />3
<br />3 t/2•
<br />3 yr
<br />3 1/7
<br />3 1/Y
<br />4
<br />ACTUAL EM 061INCE OLN
<br />FACM
<br />i t/2'
<br />0.D
<br />-
<br />••
<br />•-
<br />21/a'
<br />Fat
<br />a3n
<br />_
<br />_
<br />oa6
<br />OA3
<br />1.00
<br />I=
<br />••
<br />iC0
<br />tAXI
<br />** SPACINGS ONLY WID W)!EN SPACER IS USED SEE TABLE #1 FOR WO(. A.S.
<br />DENIM LOADS & MAX. PAiEL LENGTHS WHEN SPACER (6 IS USED.
<br />1/4'f TAP%
<br />MOM 0
<br />L
<br />3/4'
<br />IV 6mt.
<br />PANEL LFNCIH
<br />(SEE EiMIATI N
<br />ON SHEET 12)
<br />C3J:�[:Ta
<br />IL' MAX,
<br />LENGTH
<br />(SEE ELEVATOR
<br />CR SHEET 12)
<br />2'x4'
<br />PLATE
<br />SEE 9Tg78 15 t 16 PER ANCHORS
<br />NID.R T'tP[
<br />1/4'F
<br />Vf=
<br />TYPE A SPACMNG RR IRSEALUMONS INTO
<br />WDOO FAE
<br />IQ:911N1 ADICHI7R SPMCIwm AND WRwMRM
<br />NHM•AL I+Ii1aM mw`MW D1•)
<br />3
<br />s � caleue1, Oft.)
<br />pa.) Giieoei► iM�k
<br />3
<br />EDOE DETAWX AA! MDwG1TED L111 THIS
<br />SCIQMXE. FOR ED. LETS 774Y1'MDM,A1m
<br />ON SCHEDULE TIED= ANCHOR 9•itm
<br />3
<br />BY WAMP1.Y04 VACM19 SiKTRw O19
<br />Sc £I to of THE FOLL nNC FACK)F .
<br />JCMTL mE Oumm m
<br />pp8lDT
<br />i 1/r
<br />FOR THIS OPE VIOLA TO W POUF.
<br />RED= SPACMLG 0110MED YWO2
<br />FACTOR SHALL NOT BE USS 71itN
<br />iJY
<br />Ob4
<br />O.No
<br />MNAMIIL 1PAMN MCATED FOR EACH
<br />ANCHOR nVE ON IRS SOiLI M.£
<br />3 Vr
<br />-
<br />WALL IItKJNTJlIGS
<br />S'GLE 3/8�1"
<br />1. 1UVSTALLATION ARE ONLY VAUD FOR MAX. A.S.G.
<br />DESIGN PRESgft RATINGS (p.s.f) AND PANEL
<br />LENGTHS AS PER S.EVATKRN ON SHEET 12.
<br />2. FOR NEW WOOD FRAME OONSTRUCTION: WOOD
<br />MEMSM TO aE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENT( OF OM OR EQUAL
<br />I• MA.
<br />P'ARA"
<br />R OIASS.
<br />.., 7A
<br />b A
<br />A.S.D. DCWGN Lm
<br />I MAXIMUM PANEL
<br />WON
<br />40 PSF OR LESS
<br />6'-8"
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 56 POSE TO 60 PSF
<br />5'-tO"
<br />A MAX PANEL LIDWT HS ARE ONLY VALID FOR iNSTALLATIONS
<br />W/ SOLID 'SET ANCHORS & W/ SPACER AT 12 1/2" O.C.
<br />rani 7
<br />PANE1. LENGTH
<br />(ON SHm 14
<br />t• wt_
<br />i►�
<br />!
<br />/�f f
<br />}
<br />KulN. , I I H
<br />MAX.
<br />PAIC4 LOOM
<br />(SEE SIZIK ON
<br />ON S iEff 12)
<br />�
<br />•
<br />0a1n3 1A.l m w-
<br />I�L 1 , i'. C# M16a.
<br />> namA2 • . e01 cur r
<br />rw. .s"' M. _
<br />oo
<br />24 C" GALVANIZED S(E'M. STORM PANEL
<br />F.Ma
<br />tMaMH VA
<br />PROTWMN1 PRL ucm �.� C
<br />STMET
<br />DW- =14
<br />MINO ( 76NL Fxa (164) 787
<br />°3' s
<br />I5-O22
<br />CUM tk�
<br />". r.r..
<br />}u eFav s
<br />man 13 6F t6
<br />WATT A JA'7M!!J .1;. PC
<br />rx4'
<br />PLATE
<br />REOW
<br />\Ss iS ±t FLORIDA BUILDING CODE dolt fth VolocIfY Hu no Zane
<br />5,74157 cans rraar MiC rAL
<br />24 GAGE GALVATOZEO STEEL STORM PANEL 3VAM Bit
<br />�a ci LMEe. PRIMMM PRt�IlUCM. U.C.
<br />L
<br />4ibO SAL 31 51MLY't
<br />@r# a,..• y�" All raA as w a a iwro.uma 'mRF GWYM. FL, 3=4 19-OZ2
<br />eWr '+1n �1a• A4ws a Pemo , or-,mr P"DW, (R1})OW-7&iA FiM (". w)OM-$07
<br />- MOW ikz
<br />MML78w A 7xm d;, ec eu ""�. ' - - SHUT 14 OF 10
<br />am 991
<br />4
<br />Ql4Xi'
<br />OF
<br />3 4.• - { 43.'.: t• ♦ Fs . ., 7 7
<br />1' 1Rn.
<br />WPARASWN
<br />TD GLA45.
<br />Y !.
<br />MR FWfL
<br />x vow >-43
<br />1
<br />PANEL La
<br />(SEE El",
<br />ON SHEEI
<br />MAX. A.S.D.
<br />DESIGN
<br />P SURALTEMATIM
<br />E
<br />(P-f-)
<br />MAXIMUM ANCHORS SPACING . E.O. AS SHOW ON SHEETS 6 k 7
<br />-.-PANgMATE
<br />X".CATILE
<br />TO
<br />/HY
<br />OF IT"
<br />1iA7A'w
<br />PAlfE1
<br />Li�Gtfi
<br />7APCON
<br />LAG SCREW
<br />PAWFR-WAATE
<br />FEMALE 0PLC
<br />"DoBUSHINGR
<br />-. 13'
<br />137
<br />13,
<br />Irt3'
<br />I (TOP)
<br />13'
<br />13'
<br />13•
<br />13"
<br />8"
<br />IW (BDTTOIQ
<br />8 t/2"
<br />6 1/2'
<br />6 1/2'
<br />6 1/2'
<br />E 112"
<br />2W (WP)
<br />--
<br />-
<br />_ -
<br />6 1/#_"
<br />12 1/2•
<br />6 1/4' ,
<br />2W (M.")
<br />V-01
<br />09
<br />7 1j2. -_
<br />- a•
<br />6.
<br />8.
<br />-
<br />(BOn*
<br />_ 13.
<br />13"
<br />13'
<br />13"
<br />t3'
<br />4W {ipP)
<br />-45
<br />*-75
<br />t3"
<br />Ir
<br />13'
<br />- T3"
<br />13'
<br />4W WffO*
<br />Tar -
<br />I3'
<br />13' --
<br />13'..
<br />lO'
<br />111 (10P)
<br />13"
<br />13"
<br />13"
<br />13'
<br />6 1/4"
<br />1W (sono1)
<br />_6 1/2'
<br />_ 6 1/2"
<br />6 1/2"
<br />6 1/27
<br />j )
<br />>510
<br />- --
<br />-
<br />6 1/4,
<br />12 1/2'
<br />6 1/4"
<br />(BO7C.)
<br />4 1/2'-
<br />6"
<br />7 1/2"
<br />7 1/2'
<br />__
<br />{i0P}
<br />7•„5}
<br />5 __.
<br />5 1/2 ,,�
<br />6
<br />8 .
<br />_
<br />3B (gDl"7Orij
<br />13'
<br />12`
<br />t3'
<br />13'
<br />13'
<br />f3' _
<br />T3'
<br />To-
<br />41N (B(3TTOM)
<br />MAIM= NOT'
<br />31 F F ',' is ' [ 4: • ! 3', • '�. =3
<br />•• T,•it
<br />Al
<br />A.S.1% DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSr DR LESS
<br />6'--5'
<br />7. 40 PSF TO 50 PSF
<br />W-2'
<br />S 50 PSF TO 60 PSIF
<br />r
<br />A MAX, PANEL LTA ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE WME ID OR PANEL MATE PLUS
<br />ANCHORS & W/O SPACER AT 12 1/2" D.O.
<br />SEE SFIEUS 13 t 13 FOR ANOR MS TYPE t SPACING flNi
<br />RaF LLLAti M KID IWD00 FRNIIE B1tLOMw.
<br />M"Rw eNCIM me EDGE
<br />AIM ON TO SCHEDULE FOR E.D. LM TH0
<br />M101GV7L t1 aN Sd017lA.E I com SP7um DY
<br />ikE 7I4YRiG �ALM1G �i0x4! t3S SCHEDGiE BY THE
<br />AXL0 4 FACTORS. MR 1146 OPMT04 TO BE
<br />XMLM SPI(MO COOMDs USM FAOTLXI a1fALL NOT TOE
<br />LE85 TWMN ~w SPACING *mm Im T mcom
<br />TYPE DR THIS SMILE
<br />AUCHM TYPE
<br />vom"
<br />PLW
<br />wmx mam S1dma om) -_:
<br />3-
<br />a_-..
<br />f wuI-
<br />I ftw.% na* (4.)
<br />3
<br />AL MI B(OE OISTAIVOE
<br />fum"
<br />2 VZ
<br />_-
<br />-
<br />-. 3 1
<br />-
<br />ANCHOR (SERIN➢)
<br />1AIa, . IiiR)�lTiNt
<br />SCALE 3/8..1'
<br />(VALID ONLY FOR PAUsTEI-Q)INSTAL).ATI)NS AS PER ALTERNATMM 1W TMRU 4W, ON SHEETS 6 & T)
<br />MAX A.S.D.
<br />DESIGN
<br />PRESSURE-
<br />RATING
<br />may.)
<br />UP01 1 ANCHORS SPACING FOR ED ® AS SHOW ON ITS 8 & 7
<br />APPUCASLE
<br />76
<br />t Af1'r KJORTIAlm
<br />OF 7740A
<br />ILANIMLiq
<br />PANEL
<br />LENGTH
<br />"LB
<br />00
<br />TAPCON
<br />LAG SCREW
<br />PAN6R.MATE
<br />FEMALE To
<br />PNNER.MAii i
<br />PLUS
<br />WOOD 6USHNG
<br />13'
<br />Ir
<br />13'
<br />13'
<br />13•
<br />►1 (TOP)
<br />13,
<br />!3•
<br />13'
<br />13'
<br />13`
<br />1W (E )
<br />6 9/2'
<br />_
<br />6 1/2'
<br />6 T/2'
<br />6 1/2"
<br />0
<br />-�
<br />8`
<br />-
<br />I"
<br />6 1/4'
<br />tr
<br />12 1/2' -
<br />8"
<br />6 1/4'
<br />-
<br />(9161T})
<br />VOP4
<br />5OR
<br />LESS
<br />11'
<br />6'
<br />6`
<br />8•
<br />-
<br />(BORON)
<br />13'
<br />13'
<br />13'
<br />13"
<br />13°
<br />(top)
<br />* 45
<br />LESS
<br />13'
<br />13.
<br />13'
<br />13"
<br />13"
<br />(BOTTOM)
<br />13•
<br />13"
<br />13'
<br />13'
<br />8 1/2'
<br />IT ) -
<br />13"
<br />13'
<br />13'
<br />13`
<br />6`
<br />1Wt (90Tiao
<br />6 1/2"
<br />6 1/2" -
<br />6 1/2"
<br />- 6 1/2"..
<br />---12
<br />6 1/2"
<br />-- (Top)...
<br />>V-
<br />70
<br />6 1/4•
<br />1/2'
<br />6 1/4"
<br />- (amm)
<br />4 1/2"
<br />4"
<br />6 1/2"
<br />6 1/2'
<br />-
<br />(TOP)
<br />14-aF
<br />4 1/2"
<br />4 1/2"
<br />7'
<br />7"
<br />_ -
<br />30 (Bon%
<br />10 1/2"
<br />9 1/2"
<br />12,
<br />IV
<br />4"
<br />-. (POP)
<br />61/2'
<br />(BOR01i)
<br />m
<br />wx
<br />PANEL LENGTH
<br />CODE (Non Wall VetooiiY Hardcono
<br />Hurricane
<br />LOST PNO- )TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PFtOY10E0 W/ REAR TLANOLE TO FACILITATE D(STAL LAIMN IF INTENDED
<br />TO BE INSThLTFO FR( T INSIDE OF STRICTUW_
<br />INCITES
<br />0). : E-Z HANG STORM PANEL SYSTEM
<br />9SISTUNG PMR t CaML TRACKS TOP & BOTTOM.
<br />(2). ENO PANELS SHALL AL1Y 13E CONNECTED M BOTTOM TRACK
<br />OTHERWISE A STOP BAR(,Oj SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED M BOTTOM TRAf.3(, CONNECTION
<br />SHALL CONSIST OF I/4 i1-2O113/4" M 5. W/ 7/8"fx3/32` WING
<br />NUT OR /4"ftc3/4' 1AiM. THumescREW 9LT0 TAPPED BOTTOM
<br />TRACK. L€�AT10N OF FASTENERS MAY BE AT @1HER OF TWO
<br />EXTERICR FLAT FLEES DF E1 PANEL.
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I,s. A STOP BAR IS ONLY USM AT AT LEAST TWO
<br />PANELS SHALL BECONINECT TO BOTTOM K USING SPECS
<br />INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION 4F
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t SPEED
<br />UTIO NS ONLY VAUD FOR WIND
<br />ANCHORS (SEE SECTIONS It u1Ei01141YES ON SHEETS 13. 14. 15 &16)
<br />3" MAX.
<br />3' ►9x +-1A/s3e R ays , a-3�/s4, R-s0/s3 R� /s�, R-Res/s+, 1. WK
<br />1" R-LAW/15, R-2AW/15, R-3AW/16, R-sBW/15, R-�YiI/s5, R-38W/s8.
<br />GM 0 ci a A
<br />OXII SS. E
<br />FOR PANEL
<br />S.S. BOLTS
<br />AT FA. &A
<br />LOCATKNI 19 the SAFETY
<br />kel
<br />1 PANEL BOTTOM DORMERS ) Q
<br />WINO tan' E ._,__1 m NUT AT
<br />3' MCI:' 1A/1 R-2A/13, R-SA/14, R-10/)ANEL RN'.tTi PA /. 3. R-3B/14,
<br />tR-IAW/15; R-2AW/15, R-5AW/15. R-19W/13. R-20W/13. R-30W/15.
<br />AtK21ORS (SEE S.M704 & ALITITH AS ON SHEETS 13. 14. 15 *16). ----
<br />UEE SAFE1`y STC BM PANEL (j) ELF ($)
<br />J'�[ 2687' SCALE 1/4'-1'
<br />REGUIMI PANEL O_ �-..1 Y6:0LE W U14 _ "
<br />�.
<br />a � . PANELS e+`s Pm
<br />WALL I=wnNGS
<br />SCALE 3/8." 1'
<br />1>tCFEQ�k
<br />1. INSTALLATION ARE ONLY VAaJO FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (pad) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET IL
<br />2. FOR NEW WOOD FRAME 0ONSTRUCT10N: WOOD
<br />MEMBERS TO BE SOUTHERN POE No Z, W/ SPEOIRC
<br />DENSITY OF 0.55 OR EQUAL
<br />WALL MQ,JNnHj
<br />SEA E:Z1
<br />SCA6LE 3/5=1 "
<br />` 1k MIN. PANEL LUNCH}!
<br />L INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN 2'-6"
<br />PRESSURE RATING +/- 40.0 ps.f. AND 6'-0' MAX
<br />PANEL LENM.
<br />2. FOR NEW WOOD Fit" CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />iL}
<br />W--6' 0 +40.0, -40,0 PAJ.
<br />(Aw/ OVERLAP Mo, PMIEL Umm BOLT]
<br />0 +50:0. '4O_ p.ii.w.
<br />(W/O CNEHwAP ib PA11Fi'.. LE3dGTlN BOLT)
<br />OW Y-e MM. PANEL, LP7w6B1
<br />AT ALL 1L(AI1IINOS
<br />3' Ft
<br />INSTALLATIONS ONLY VAUD MR WAND
<br />SPEEDUP TO 140 m.p.h.
<br />1/4' M11L GAP
<br />RE TAR
<br />ST011M F'AN1EL
<br />FLORIDA BUILDING C00'E (Won Hlah Velocity Hurwloam Zone
<br />oeors TL78M AYC
<br />24 GAM MVARM STEEL STORM PANELMAN
<br />Fed
<br />Iff.
<br />dam F
<br />E V EVEN:.
<br />'V
<br />PROTECTMON F U.C.
<br />4&W. MSSUMSUMer°�>
<br />DW FL. 39314
<br />MOW-.054)6eo-7M' m(g4)ma-esi
<br />w 1111 1®•en o.ese4On4W
<br />p A11-fO. is"; OW s.r-NDDr
<br />15-822
<br />FB-OG447kA
<br />w#xm xa
<br />Fn Mr wMwir r} r
<br />emus,
<br />Eel
<br />OHM 12 Rr 16
<br />UP A TXLAP trig
<br />A4 t TAPCON
<br />im" O 9' O.C.
<br />1Ja'f/4'
<br />TAX _ _....
<br />RR BMOC
<br />H Diet ?An
<br />PAM
<br />(E1
<br />ON ST
<br />`S:Y 11IX M9.
<br />eapM r ao.
<br />TAPCON 2 z4'
<br />R 0 r O.C. PLATE
<br />REOL M
<br />1 .1EJtNAiTA R- [ Are 71 mA►_m
<br />O 1tEGULA R PANEL�s a�r LIFE SAFETY PANEL
<br />tit'N i^ WALL M0tJbMflGS
<br />SCALE 3/4-1,
<br />A Lir ''•
<br />.' FL.ORIDA BUR OIHG CODE (Nan High Veloe HwLrttalno
<br />Zone}
<br />z * 4�41 T E
<br />emwa 111BLt Awc
<br />24 CAGE GALVANIZO STM STORM PANE(.okow
<br />am
<br />PMTECT M! PROtJi=, LLI .
<br />SAL
<br />*3,
<br />.-
<br />iceO MIEC.
<br />ari 3o L irenet t
<br />15 i2
<br />14930
<br />=144
<br />PHONE ( 416ae-Imo, M,(FF+t
<br />7
<br />.,rie wewae}ivie
<br />a Net
<br />ex.- rc.
<br />.sr.}w
<br />s
<br />f11RT 15 tt 16
<br />-
<br />WALL,_ MOUb T NG
<br />AMRKINuff u W
<br />SCALE 3/8=1'
<br />0
<br />N
<br />O
<br />c/)
<br />t6
<br />O
<br />N
<br />Q
<br />O
<br />cu-0a-
<br />.�
<br />U
<br />c/)
<br />N
<br />cu
<br />V
<br />cu
<br />0
<br />"L
<br />0
<br />Q
<br />Q.
<br />O
<br />LL
<br />cu
<br />O
<br />C6
<br />O
<br />>
<br />cn
<br />�
<br />�
<br />0�`/c^
<br />Q
<br />.�
<br />VJ
<br />Q
<br />cn
<br />-�
<br />CD
<br />ca-)
<br />CD
<br />)
<br />nO
<br />._
<br />m
<br />w
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.5
<br />
|