|
MMx. A.S.D.
<br />DES" ti
<br />P
<br />IMXMUM ANCIM "SPA INC FOR MN ED. PER SCHEDULE BELOW._
<br />APPLICABLE
<br />SECrOM
<br />aLE1NGTH
<br />M
<br />MAXIMUM
<br />PAN!
<br />MAX. A.SAL
<br />DESIGN
<br />PRESSURE
<br />s
<br />MAXMNUM ANCHORS SPACING FOR MIN E.D. PER S3�ltAE BELOW
<br />APPLICABLE
<br />do
<br />'IF T11EW
<br />tAdCk1M1A,1
<br />PANEL
<br />(L
<br />TAPO011
<br />.BUD-•5ET
<br />PANEUKTE
<br />FEMALE
<br />ib
<br />PANELMATE
<br />PLUS
<br />ZANAC-wM
<br />CALK•-M
<br />TAP❑ON
<br />'SOLID -SET
<br />FEMALE ID
<br />PLUS
<br />7.4iAfirNAK.tNRATING
<br />Cr�Llt-Eltii
<br />W
<br />TO
<br />70
<br />7O
<br />t0
<br />CommO
<br />m
<br />70
<br />T#
<br />TO
<br />to
<br />To
<br />o
<br />OONOVE
<br />O
<br />WHOM
<br />'
<br />>+% -65
<br />+75.0 75'
<br />13'
<br />it'
<br />13'
<br />13'
<br />13,
<br />13`
<br />13'
<br />13"
<br />13'
<br />1Y
<br />13"
<br />10"
<br />A (TOP)
<br />5OR
<br />'
<br />+75, -75
<br />TO
<br />+11%--118:6
<br />13'
<br />r
<br />13,
<br />10 A
<br />13"
<br />6 1
<br />t3'
<br />6 1 2
<br />7 1 2'
<br />S i/Y
<br />73'
<br />4 f/Y
<br />1
<br />OR
<br />LESS
<br />13-
<br />11'
<br />13-
<br />13-
<br />13`
<br />13-
<br />13-
<br />13"
<br />13'
<br />I2'
<br />13'
<br />to'
<br />1 (BOTTOM)
<br />13'
<br />$ 1/Y
<br />13"
<br />A3'
<br />13"
<br />9-
<br />13'
<br />9"
<br />IV
<br />7 1/Y
<br />is"
<br />6'
<br />I (BOTTOM)
<br />I3"
<br />11'
<br />13"
<br />13,
<br />13,
<br />13'
<br />13'
<br />13"
<br />13'
<br />12'
<br />_ 13`
<br />IV
<br />2 (TOP)
<br />13'
<br />5'
<br />1r
<br />10 1/2
<br />13'
<br />6 1/_ 2'
<br />Jr
<br />6 1/2'
<br />7 1/7
<br />S I/Y
<br />_13'
<br />4 1j2'
<br />2 (COP)
<br />13'
<br />IS`
<br />13'
<br />73'
<br />13'
<br />1Y
<br />13,
<br />1,
<br />3
<br />1'
<br />3
<br />12'
<br />13,
<br />1 0
<br />2 (BOTTOM)
<br />)
<br />_
<br />I 3'
<br />i`
<br />t 3'
<br />13'
<br />f3`
<br />9 I /2
<br />73'
<br />9 T 2'
<br />/
<br />1
<br />❑ Z
<br />/
<br />7 i /2
<br />i3'
<br />6 I 12
<br />(WITOM)
<br />2 C#1
<br />13'
<br />it'
<br />13'
<br />13,
<br />13'
<br />13'
<br />13'
<br />13"
<br />13'
<br />12'
<br />Ir
<br />10-
<br />3 (TOP)
<br />13'
<br />Y
<br />13"
<br />13'
<br />-13"
<br />9 Ile
<br />13-
<br />9 1/2"
<br />10 1/2
<br />7 1/2'
<br />13-
<br />11'
<br />3 (w)
<br />-
<br />-
<br />2 1 -
<br />12 11216
<br />t/4"
<br />$ i/4'
<br />2 1/2
<br />12 1/2
<br />-
<br />-
<br />8 1/4'
<br />6 1/4"
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2'12
<br />t/2'
<br />5 1/4'
<br />6 T/4'
<br />12 1/2
<br />6 1/4'
<br />-
<br />-
<br />8 7/4"
<br />6 1/4'
<br />3 (BD'ROM)
<br />3'
<br />&'
<br />1.6'
<br />6'
<br />6"
<br />b'
<br />$'
<br />6 1/Y
<br />Y
<br />6'
<br />S'
<br />4 1/2"
<br />4 (FOP)
<br />7-
<br />3'
<br />$'
<br />S 1/2'
<br />7'
<br />3 1/2.'
<br />8"
<br />4"
<br />4 I/Y
<br />3'
<br />6 1/2"
<br />2 1/2-
<br />4 (TOP)
<br />8'
<br />-
<br />6'
<br />-
<br />8"
<br />6-
<br />5'
<br />-
<br />6'
<br />-
<br />(BOTTOM)
<br />8'
<br />_.-.13,
<br />-
<br />6 1/2'
<br />,-
<br />w ..
<br />-
<br />e
<br />-
<br />5 1/2'
<br />-
<br />7"
<br />-
<br />4 (BOTTOM)
<br />13'
<br />11'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />Ir
<br />t2'
<br />13"
<br />to`
<br />5 (TOP)
<br />6 1/Y
<br />I3'
<br />13'
<br />13'..-
<br />9'
<br />13'
<br />9'
<br />IV
<br />7 1/2'
<br />13'
<br />8`1
<br />5 (TOP)
<br />13'
<br />11"
<br />13'
<br />13'
<br />13'
<br />13,
<br />1
<br />t3"
<br />13'
<br />12"
<br />IY
<br />IV
<br />8 (BOTTOM)
<br />13'
<br />7"
<br />13-
<br />I3'
<br />i3'
<br />9 1/2'
<br />f3"
<br />.9 1/2.
<br />10 1/2"
<br />7 f/2'
<br />13`•
<br />6'
<br />(BOTTOM).
<br />13,
<br />it'
<br />13,
<br />13,
<br />13,
<br />13'
<br />ur
<br />is"..
<br />13,
<br />12'
<br />15,
<br />10T
<br />B (TOP
<br />13"
<br />5"
<br />137
<br />to 1/
<br />13'
<br />$ 1/2".
<br />13"
<br />6 Ile
<br />7 1/2"
<br />5 1/Y
<br />13'
<br />4 T/2'
<br />6 (TOP}..
<br />-
<br />-
<br />$ 1/4.
<br />6 Ile
<br />6 t/4"
<br />6 1/4,
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4"
<br />6 (EDIT!"]
<br />--
<br />6 1/4-
<br />6 I/e
<br />6 Ile
<br />6 1/4-
<br />6 1/4-
<br />6 Ile
<br />-
<br />-
<br />5 Ile
<br />6 1/4"
<br />6 MOTT.-)
<br />13'
<br />7 1/2'
<br />13'
<br />13'
<br />13,
<br />10"
<br />13,
<br />IV
<br />It-
<br />6'
<br />13'
<br />6 1/2'
<br />1 (TOP)
<br />,_6.
<br />TO
<br />r-or
<br />I3"
<br />5"
<br />13'
<br />10 t/
<br />I3'
<br />6 1/2`
<br />13"
<br />$ 1/2`
<br />7 I/Y
<br />3 IJY
<br />13-
<br />4 1/2-
<br />11 (TOP)
<br />>5,�„
<br />TO
<br />Y-S'
<br />13-
<br />7 1/Y
<br />13'
<br />13,
<br />13"
<br />101/2'
<br />13,
<br />t0 1/2".
<br />11 I/2
<br />W
<br />13,...
<br />7'
<br />1 (BOTTOM)
<br />I3"
<br />6 I/V
<br />13'
<br />13'
<br />13'
<br />9•
<br />13"
<br />9'
<br />TV
<br />7 1/Y
<br />13-
<br />Y
<br />1 (BOTTOM)
<br />13-
<br />7 L/2'
<br />13"
<br />-I3`
<br />13"
<br />10,
<br />13,
<br />ID'
<br />11"
<br />8.
<br />73"
<br />$ 1/V
<br />2 (TOP)
<br />Is,
<br />5"
<br />13"
<br />10 1/2
<br />13'
<br />6 1/2'
<br />i3'
<br />6 1/Y
<br />7 1f2"
<br />5 1/2-
<br />13-
<br />4 1/2'
<br />2 (TOP)
<br />13•
<br />7 1/2'
<br />I3'
<br />13"
<br />13"
<br />10 1/2
<br />13'
<br />lO 1/2
<br />tt 1j2
<br />6"
<br />13'
<br />7"
<br />2 (BOTTOM)
<br />13'
<br />7'
<br />13'
<br />13`
<br />t3'
<br />9 1/Y
<br />13'
<br />9 1/2'
<br />1O I/2'
<br />7 T/Y
<br />f3'
<br />8 1j2'
<br />2 (BOTTOM)
<br />13".
<br />7 1/2'
<br />t3'
<br />1r
<br />13-
<br />t0 1
<br />13'
<br />10 1/2
<br />11 1/
<br />6'
<br />13'
<br />7`
<br />3 )
<br />13,
<br />7"
<br />T3'
<br />13'
<br />13'
<br />0 1/2'
<br />13"
<br />9 t/.-
<br />10 1/2'
<br />7 t/Y
<br />+"
<br />3 (T ) -.-
<br />-
<br />-
<br />12 f-._..-2
<br />1
<br />6 1/4'
<br />b t/4'
<br />12 1/2'
<br />6 1/4'
<br />-
<br />--
<br />6 t/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 1/e
<br />$ 1/4"
<br />12 1/2
<br />6 1le
<br />-
<br />-
<br />-13'
<br />6 1%4'
<br />6 1/4'
<br />3 (817104)
<br />7 1/2'
<br />3 1/2'
<br />8'
<br />6'
<br />7 1/2'
<br />4'
<br />8'
<br />4 1/2'
<br />5'
<br />3 1/2"
<br />7"
<br />Y
<br />4 (TOP)
<br />7'
<br />3"
<br />8'
<br />5 I/Y
<br />7"
<br />3 I/2'
<br />B'
<br />+-
<br />4 1/2'
<br />3'
<br />6 1/`2'
<br />2 1/2'
<br />4 (TOP)
<br />B'
<br />-
<br />8'
<br />-
<br />6'
<br />-
<br />$"
<br />-
<br />4 (BOTTOM)
<br />$'
<br />-
<br />6 I/2'
<br />-
<br />ar
<br />-
<br />B'-
<br />-
<br />b Ile
<br />-
<br />7-
<br />-
<br />pl#TIII
<br />13'
<br />7 1/Y
<br />13'
<br />13"
<br />13'
<br />10 1/2
<br />13"
<br />10 1/2
<br />11 1/2
<br />8"
<br />93'
<br />]'
<br />S (TOP)
<br />13'
<br />G 1/2'
<br />13'
<br />Ir
<br />13"
<br />B"
<br />13'
<br />8"
<br />IV
<br />7 1/2'
<br />13'
<br />6"
<br />tw)
<br />fY
<br />7 1/2'
<br />1-
<br />IS'
<br />13'
<br />,0 1/Y
<br />13'
<br />f0 4/
<br />1 1/
<br />$'
<br />13'
<br />Y
<br />5 (BOTTOM)
<br />13`
<br />7'
<br />13'
<br />13'
<br />13'
<br />9 7/2'
<br />13'
<br />9 1/2'
<br />10 1/Z
<br />7 1/2'
<br />]3`
<br />9"
<br />5 (BOTTOM)
<br />13"
<br />7 tj2'
<br />IS'
<br />ITS''
<br />13'
<br />O 1/2
<br />13'
<br />10 1/
<br />1 f/2
<br />.a'
<br />1,v
<br />7'
<br />6 (TOP}
<br />13'
<br />5'
<br />13-
<br />13'
<br />6 1/2'
<br />13-
<br />6 I/Y
<br />7 1/2'
<br />5 1/2'
<br />13'
<br />4 1/2"
<br />6 prop)
<br />-
<br />--
<br />8 1/47
<br />8 A/e
<br />8 1/4"
<br />6 Ike
<br />_
<br />_
<br />_
<br />6 1/4.
<br />6 1/4-
<br />6 (801T!")
<br />-
<br />-
<br />8 S 4"
<br />B t/4`
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />6 1/4"
<br />B t/#'
<br />6 (BO'fL"')
<br />SEE SHEET 11 FOR ANCNORS TYPE & SPACING FOR AWrAt1AtOrI INTO MOD FTRAW Lam•
<br />= MPMA ANCHOR %V4P05 AND MKtEYUM t7OE DISINCE ARE INDICATED ON THIS SCHEDULE, FOR E.D.
<br />LESS it" INDICATED ON soma JWJOE A1K'AiAR SPACING BY MNLTIPLY04 PACK stiLrr$N ON
<br />SCHEDULE BY I►E FMLOMN6iC FACTORS. FOR THIS OPERATION 70 B POSSIBLE. RE010CMD SPAP3N6
<br />OBTAINED USINK FACIA SHALL IIOT 8E LESS IVA MaNLNA SPACNO INDICATED MR EAN'.H NO" INK
<br />ON THIS SCHEDULE
<br />7YF�"
<br />1/4'!
<br />1/4'!
<br />1 f41-ANCHOR
<br />SAM16H
<br />lain-M
<br />cALN--N
<br />Ml+lr#111 AHI SPACING 01
<br />3
<br />3
<br />3
<br />S
<br />2 I/Y
<br />2 1/2
<br />MIDGE
<br />(N..)
<br />3
<br />31/M
<br />3'
<br />1
<br />31/Y
<br />3
<br />wTµQ VI
<br />cmcF*IE HOCK
<br />3
<br />3 lie
<br />3 t/Y
<br />3 1,
<br />3 1/4•'
<br />4
<br />ACRYIL EBPE 0601lIOE ti❑.)
<br />FACTOR
<br />31
<br />-
<br />LOD
<br />140
<br />-
<br />Im
<br />1.00
<br />SPACINGS ONLY VALID WHgN SPACER USED. SEE T f1 FORMAX. A S.D
<br />DESIGN LOADS & MAX, PANEL *HEN SPACER IS 16M
<br />11CO
<br />i/4's T PO41RF31 TAPC
<br />JJICFHOR O 9' O.C.' OR ANCHOR +
<br />/t SHE E.
<br />TrI�+
<br />N 1 LUMT
<br />N 1
<br />K f PANEL LENGTH
<br />_4 - E (SEE ELEVATION
<br />ON SHEET 17)
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />I1 WRED-
<br />..:ri .3 •rf..rc •I
<br />e -r-
<br />2"W
<br />RATE
<br />REOUIT
<br />M �S. NAI�
<br />u0.
<br />1. MAx.
<br />8' PANEL LOOM
<br />(SEE ELEVAM
<br />ON SHEET 12)
<br />SM SHEETS 15 N4 111 FOR mom
<br />TSPE s SPACIND AAt NISTALLA7lONS iHT6
<br />WOOD now NLtDI19X
<br />MINIMUM ANCIM3R SPACNfIN4 me MOM"
<br />E AAE Frf'XOLAED dN T4NIN
<br />SCHEDULE. FOR E.O. 'LESS TIKV MWICI.TEO
<br />ON SCHEDULE REOUf ff ANCHOR SPACING
<br />BY N11iWLYRK3 SPACINCP 9WNN oN
<br />SCHEOUIE tN THE FOLLO%14 FACTORS.
<br />FOR ttLt oPEPInar TO BE POSSIBLE.1
<br />REDUCED 57'Ac1NG GBMlEO V.•.7N0
<br />FACTOR S+NYL WOT BE LESS 1HNN
<br />T ND SPACING POCATEO FOR SLAM
<br />M40M TYPE ON INS SCHEDULE
<br />/11110" •T'IPE
<br />T/r"CON
<br />LNr1rrAL AAA MPALINS w
<br />3
<br />'RINIINY+M ma
<br />wSAiampso
<br />O4aalHa �
<br />3
<br />Nlottedr t>4o4 }
<br />3
<br />/CNIR.IBi F>oY(Q
<br />RtOIIA
<br />2 I/Y
<br />Od1
<br />aro
<br />tI11
<br />W N
<br />12)
<br />WALL MOUNTINGS
<br />SCALE 3/8-1"
<br />JAY'\YLf1.
<br />L INSTALLATION ARE ONLY VALID FOR MAX. AS-D.
<br />DE,SIll PRESSURE; RATINGS ()R.sI. f) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />2. FOR NEW WOOD FRAAW CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSELY OF 0.55 OR EQUAL
<br />N
<br />A MAJ(. PANEL LENK;THIS ARE qhR VALID FOR INSTALUsTIONS
<br />W/ SOLID SETANCHORS & W/ M SPACER AT 12 1/2- Q.C.
<br />JIT/rA�i
<br />FLORIDA BUILDING CODE Non III Veodoefty NIIFTIcone, Zone)
<br />Lc `•, ,
<br />02M M7= W-
<br />24GAGE GALVANIZED STM STORM PANEL
<br />€a1
<br />Nm
<br />DAM
<br />f/ s
<br />4t
<br />4= S.W. 51 SIRM
<br />Dw1E ti lsly a
<br />7 f r r rJIM
<br />.{� a N w,
<br />P 1
<br />iiix ar. R. sk aM Mrlw arMos n sNF
<br />A".: - I ..,#t9. lbr:. Aid-�T!
<br />PHOM (9S4)llQ-75+>S. PAL'
<br />15-022
<br />�aoGNsrFPkm
<br />a,m ,a-atT A-d-
<br />NslLTER A 7NNIF ,Aa P.k:
<br />POURED
<br />IRRE OR
<br />fi /YA CONCRETE BLOCK
<br />v MAX
<br />PANEL LENGTH
<br />(SEE FIEYAMON
<br />ON SHEET- 12)
<br />ij
<br />rilir, +11Lr. 41
<br />ION
<br />12)
<br />Yx4"
<br />PLATE
<br />RECA B
<br />HATIVI
<br />AffluFEI
<br />FLORIDA BUILDING CODE MaD fth VetaN:lly N1ITYlcane Lane
<br />Jo. 441
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<br />24 GAGE GALVAIZED STEM STORM PANEL
<br />FaL
<br />acm PEroTE cnON PRODUCTS. cLc,
<br />4AW 531, SI STILLY
<br />Wff, gin. =14
<br />Ft10Ki (96N)pC-76TA F/W (/64jHq•-C'YA'i
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<br />15-022
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<br />MAX, A.S.O.
<br />A
<br />W AXIMI.M ANCHORS SPACING to £.0. - AS SHOWN ON SHEETS B do 710
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<br />1E
<br />Nt ANY
<br />OF THEM
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<br />- PMiEL
<br />''. r.F aft
<br />010
<br />7AP0❑N
<br />LAG SCREW
<br />PAN�ATE
<br />FEMALE ID
<br />PANELMSTE
<br />PLUS
<br />WOOD y1NSFNIVG
<br />13,
<br />- 13'
<br />13'
<br />1 13'
<br />13'
<br />13,
<br />--
<br />- 13'
<br />13'
<br />--6
<br />13,
<br />_ 137
<br />fw alarl
<br />$ 1
<br />6 1 -'
<br />T '
<br />$
<br />6 1 2'
<br />i -
<br />6 2
<br />' (HOP)
<br />--
<br />-
<br />8 T/4'
<br />12 1/2-
<br />6 I/4'
<br />5'-0'
<br />8'
<br />Er
<br />6'
<br />$'
<br />-
<br />OR
<br />LE55
<br />8'
<br />NI' -
<br />-_ B'
<br />6"
<br />-
<br />ViEwi)
<br />13'
<br />13'
<br />13"
<br />13,
<br />13'
<br />+ 4S
<br />1S13'
<br />13"
<br />13"
<br />13'
<br />13'
<br />-.-.. 13,
<br />13"
<br />-..-.
<br />13'
<br />13'
<br />8 1/2"
<br />13'
<br />13"
<br />13'
<br />13'
<br />6'
<br />1YO
<br />6 1/2'..
<br />6 1/2-
<br />6. -1/2" -.-
<br />6 1/2.'
<br />6 1/2'
<br />�(B,yO,�T�TOM}
<br />(w )
<br />-.
<br />--
<br />6 1/4'
<br />12 1/2-
<br />5 1/4-
<br />-(901T.1
<br />4 1/2"
<br />e
<br />6 t/ 2"
<br />6 1/2'
<br />-
<br />: (TOP'}
<br />TO
<br />14"-4'•
<br />4 1/2'
<br />4 1/2'
<br />7'
<br />7-
<br />-
<br />3Ma (BUROM)
<br />1D 1/2'
<br />9 I/2'
<br />tY
<br />-12"
<br />4'
<br />(TOP) -
<br />13"
<br />13"
<br />93"
<br />13,
<br />B 1/2'
<br />W (1i2TiI�i}
<br />MAX. A.S,D.
<br />DESIGN
<br />PRE SURF
<br />.
<br />(P.af.)
<br />WXNYMJM ANCHORS SPACING FOR EED. - AS SHOWN ON SHEETS 6 Nr 7
<br />TO
<br />TO
<br />TERNAPAI
<br />1I 1 AR
<br />OF THEM
<br />1NA7dHNA
<br />'L-
<br />00
<br />TAPCON
<br />{ SCITEW
<br />PANELMATE
<br />FTIAl�LE ID
<br />PA1F IaMIATE
<br />PLUS
<br />ti1�O6
<br />13,
<br />IY
<br />13"
<br />13'
<br />13,
<br />iW CLOP)
<br />RN'
<br />13'
<br />13,
<br />13-
<br />8'
<br />iM (BIORONI)
<br />6 1/2-6
<br />6 1/2"
<br />8 1/2'
<br />6 1/2'
<br />1/2"
<br />21T (TOP)
<br />-
<br />- -
<br />-
<br />-
<br />6 1/4"
<br />12 1/ -
<br />6 1/4-
<br />.')
<br />2w (BOLTOR
<br />W-0`
<br />-
<br />7' 1/2"
<br />$.
<br />A'
<br />- -
<br />(1DP)
<br />1 ESS
<br />7 t f2`
<br />8'
<br />8'
<br />8'
<br />-
<br />air (BGTRTM)
<br />13,
<br />13,
<br />13"
<br />13,
<br />13'
<br />4W (TO')
<br />>-+45, -45
<br />TO
<br />+7A -76
<br />137
<br />I3"
<br />13'
<br />13,
<br />13'
<br />�,41 (NO1101I
<br />f3r'
<br />_ 13"..-....
<br />13'
<br />13'
<br />AO'-----
<br />Iw (TOP)
<br />13"
<br />13,
<br />I3"
<br />13'
<br />6 Ile
<br />1M (sarvoM)
<br />8 1/2"
<br />6 1/2'
<br />6 1/2' _.
<br />6 1/2-
<br />6 1/P`
<br />2W)
<br />---.
<br />--_ - -
<br />$ 1/4"
<br />12 1/2"
<br />b 1/4-
<br />2W (I)MA)
<br />TO
<br />4 1/2-
<br />- 6"
<br />7 1/2'
<br />7 1/2-
<br />_.
<br />B (TD
<br />5 I/2'
<br />-. -- -
<br />6'
<br />B'
<br />-
<br />-4W
<br />30 (Bo1TOM)
<br />73'
<br />1Y-
<br />13'
<br />I3'
<br />-1
<br />5 I/2'
<br />(MY
<br />13'
<br />13"
<br />$3,
<br />10
<br />(BDuw
<br />-aAV, I waW.• infw1i r a a a+ -._s . �a 4 r ►a, r r.� a a a a' Z:
<br />�m •a .a.,-r-,► • • a _ • + a Sa/ 4r ._=4 r • a. r I
<br />?EIJ
<br />A
<br />A.& D. DESIGN LOAD
<br />PANEL
<br />�L TN
<br />40 PSF OR LESS
<br />11 -8`
<br />w 40 PSF TO 50 PSF
<br />W -2"
<br />> 50 PSF TO 110 PSF
<br />8 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTAAATIONS
<br />1A/ PANI MATE MA.E ID OR' PANEL MATE PLUS
<br />ANCHORS dL W/ SPACER AT 12 1/2- O.C.
<br />1/4'4 TAPCON EJOSTINO POURED
<br />ANCHOR O 11' O.C. ' FCONCRETE OR
<br />- CONCRETE BLOCK
<br />RECiAF .
<br />-
<br />PANEL LENMH
<br />ONE
<br />lit-SI:PARK
<br />t
<br />B TO GLASS.
<br />f
<br />N
<br />-
<br />1
<br />1
<br />N/2
<br />GXISRNR3 FUl1�E1
<br />i d
<br />1
<br />{
<br />CONCRETE BLOCK
<br />REOUIREOI %�
<br />_ i
<br />a lAr w
<br />t
<br />1/4Y PANELMATE
<br />SECTION
<br />111
<br />ANCHOR O 12 1/2' Q.C.-
<br />REGUL&A
<br />PANELS
<br />SEE 13 15 4 16 FOR ANCHORS TYPE & SPALil4G FOR
<br />RCSIALAII III PROD IRAW BUILDIIII
<br />&rtN#.R1+A AfLtiOR SPACI ANY NNSAIM EDGE 07+'U14M
<br />ARE M'NACMM ON THIS SCHEDULE FOR F_D. LESS TWAIN
<br />IRIILP171ffi ON SCUMU REDUCE AICHDR SPACII SY
<br />» SPAd'aFei SHCAPN ON SCHEDULE By THE
<br />» FACTORS. FOR THE OPERATION TO BE
<br />AlEDLIM SA%I GBE'HHID CISHO FACTOR SHALL NOT I
<br />LFS"a THAN MNU M SPACMNO MHXCATEYI FOR EACH ANCH©R
<br />T'f11. OH' THIS SCHEDULE,
<br />HINCHM w1litPUS
<br />I/4'!
<br />i/4 as
<br />SAIICSN7
<br />PAAF}JIA1E
<br />WNFAL aL'BQU wiJew 00
<br />3
<br />3 _
<br />•mMsMYywa
<br />C, (A)
<br />3
<br />3
<br />010.)
<br />3
<br />3 7/2
<br />ACTIUM WE of
<br />Ti1D'Wlf -
<br />21/T
<br />Qe1
<br />-
<br />,Y
<br />a
<br />.�-r' aC `: `O y earnstx>a1q euc 24 9WE GALVANIZED STEEL STORM PANEL
<br />1 i L 1 E C d GLOW PROTECTION i RODUCT% III
<br />./I +" Lap Pw-U. , pMY .o.awe...r't 4exSM.III ,STRF
<br />WWI L =14MNP/ 4sla eaw PiaNE (94)eMFOX (1i4),., n-
<br />�r +
<br />>� > L1-022 aw- II _-
<br />PG i STC
<br />1/4.0 TAPCOt POURED
<br />ANCHOR 0 9' D.C_ f. CCU OR BLOCK
<br />t' MHt.
<br />XPARAIN
<br />TO (I
<br />--
<br />Nlrll�
<br />t` MAX.
<br />PANEL LENGTH
<br />(SEE 0"ATNOH
<br />ON SHEET 12)
<br />PANIEL LEI
<br />O /- 404 W.
<br />11.
<br />OVERLAP
<br />- Mix
<br />a o
<br />ITI
<br />J.4— JJ-LLJ�TLL I I I J1LL i LJJILJ 3J_l LJJ t L 6.J.._L1, -1:.1-
<br />3' Max. SEE NOTE 4
<br />I" Min.I' Mn.
<br />NOTE 3 L(DIg,'j ANt1i0R5 3
<br />SECTION al A ALIEBNKINE EZIW ON SHEET
<br />EZI/18,
<br />E'Z1 W/18
<br />E-Z HANGf
<br />m . GAP
<br />I" +L.'.Lr111 L"►.l is '
<br />'k LAST PANEL-070 BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF 1NT,�C1
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />2L" E-2 HANG STORM PANEL SYSTEM
<br />CCTHSISTING OF PANEL i- Cevtt. TINE'S TOP LL 91
<br />(2)1. END PANELS SHALL Ai.1YR BE CONNECTED TO BOTTOM 'TRACK
<br />OTHERWISE A STOP SHALL BE PROVIDED AT TOR OF SUCH
<br />PANELS,
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/e--20x3/4' M.S. W/ 7/8"41 WING
<br />NUT OR 1/4-OX3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK- LOCATION OF FASTENERS MAY BE AT ETHER OF TWO
<br />EXTERIOR FLAT I'LAN(;ES OF END PANEL.
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />THAi'3f (i.e. A STOP BAR i ; ONLY USED AT TOP) AT LAST TWO
<br />PANELS SHALL CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE CONNECTION Of
<br />PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />TNSi'Al1ATK1NS ONLY VAUD FOR WIND
<br />SPEED Up TO 140 m.p.K
<br />FL40RIDA Willi CODE
<br />Ile
<br />MAT[. G
<br />i., (SEE %CTIONS a ALTERHATNES ON SHEETS 13. t4, IS h16` -
<br />R-2A/13, R-3A/14, R-18/13, R--28/13, R-38/14. 3* JIM.
<br />R-2AW/1S! R�SAw/16. �it-18YY/1s, R-28Wfa3 R-381M/16. 'T
<br />BOLTS
<br />EA. OWE
<br />MAIL
<br />PANNEI. LENDER
<br />W-6' + +40A. -40A p.s.f.
<br />(W/ GVER P MK} PANTS 1E7N67H BOLT)
<br />_7 0 +50.0, -54.0 P. f.
<br />(W/O f7 t1- me PANEL Loam 91
<br />USE Z'--e UK PAM LENGTH
<br />..� AT ALL"NOS
<br />'IN O the 5AF'E'T'a' I
<br />1 PANEl. BOTTOM CORNERS ` - O
<br />-- WINGWEAT NUT' AT .
<br />3'- VUt. LEFT PANEL RQHT PANEL 3' ')' NISTALLAVONS O'LY VALID FOR WIND
<br />I' MN4. R•-IA/13, R-2A/13, R-31t,/14. R-18/13. R-28/13, R-38/14,
<br />1• feRN. SPEED UP TO 140 01.p.IL.
<br />R-CAW/15; N-2AW/15, R-3AW/16. R-101111/iS. R-2911111 . R-30W/16.
<br />-_—ANCHORS (SEE SECTIONS Ac ALIERMEWS ON SHEETS 13.14. 15 *16) Ile MAX CAP
<br />UEE SAEETY BALM PANEL X ELEVATION fit?
<br />2.697' SCALE 1/4'=1"
<br />REGULAR LIME IA43$ACP -1 WHOL.E WJ3.EY) REGULAR
<br />STOW
<br />STORM
<br />STORM PANEL ( F'AN€:L.
<br />__------------ ------_----��__ -� s-r_T_-____-� __- _�___ __ _______ _ _ _
<br />t
<br />N
<br />- ---' LIFE SAFETY PANSY >;>1 � 41j/., FLORIDA BUILDING CODE n h Ve}oe kuFTlcans Zone)
<br />;' fi ' $ !Cols rL Asa AAC 24 GAGE GALVANZED STEER_ STORM PANELEXTERIOR
<br />r
<br />EPROTECTION PRODUCTS, LLC. ��Ie
<br />SECTION /`sin 6�' C O AMCE.Et.
<br />4fA0 1M. bt SSkEEIf
<br />RNr 3�ir\ s a ana twr oroolco°a €I. aa+I+ 15-022
<br />SCALE 1/4 a1",r' wry Q k7++ INe,x, Pw «+:i..+°Nm or-+alr�+s. €Ac (ass7rIN-sral DwAMNw Nia
<br />rs Pooe,ln
<br />A '1�-0,. INenoiliTIA. 11ttAJ. Pl +� 1NBT f2' OF 16
<br />j1i v PLATE
<br />t 4'>r "LaP'CON i 4'4 TAPCDN TIRED
<br />1ANCHOR o 9' O.C. li ANCKMR O 9' O.C.
<br />S2 'AGGE O W/ STUD 1 ( STAOMSIED W/ STl.ab
<br />xe wow I -x4' WOOD
<br />PLATE
<br />REQUIRED RE'OUItlED
<br />llt W R-1AW ATE —I8W
<br />O�EGULA PANELS a11r LIFE SA] E:7'Y PANEL
<br />WALL MOUIbMNGS
<br />1. INSTALLATION ARE ONLY VAUD FOR AS.O, DESIGN
<br />PRESSURE RATINGS (P,l.f) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET 1Z.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />ME MB ERS R 70 BE �gQERN PINE No 2. W/ SPECIFIC
<br />1/4'r TAPCON
<br />ANCNaR o tY z
<br />lit
<br />)ON
<br />12)
<br />I
<br />t' Mtn.
<br />PANEL
<br />(SEE 1
<br />0M SI
<br />TLs H❑ Ns.
<br />s12
<br />Ia 1
<br />APCOFI 2'x4"
<br />4 9' {LC. PINE
<br />RECAUS
<br />FORMEMULAM! W
<br />j j$.
<br />5P, I "`,
<br />ALTE'<R'HAM
<br />1lk III
<br />WALL. 1Nta�umil NGS
<br />WIN
<br />SAEl PANEL
<br />v1s
<br />�L
<br />SCALE 3/6-1'
<br />'',
<br />,+`
<br />FLORIDA
<br />BUILDING CODE NOn Nigh VeI NUFFican6
<br />Zags)
<br />** p 4
<br />lasts A[.ti> AMe
<br />24 GALE GALVAN�iD STEM STOWII PANEL
<br />LMbPAL
<br />NM $+
<br />g
<br />rrtttt.rMrt„�
<br />IL E c o.EE�.
<br />PRorECT>QN II Ur.
<br />TILIT 1:a1Ava rEPARWASOMMCOWANY
<br />f�eANY
<br />+PAM '— � cr Aw+
<br />15-022
<br />;•
<br />�`fijj • • `��y>>*`
<br />PME- 1354)W-1541% M' ts64laea-atn
<br />NF6tMMn Nt
<br />I. �fr _ - aR -1-.-lvla.rY
<br />Yi
<br />HS(j£
<br />INY1fli A IRtX Jr- P.E
<br />47 .
<br />as tt.oE a-
<br />7NN�1 59 OF Is
<br />Jill
<br />Rill FRO U'UPIRIM01214175M -us
<br />1/4-0 TAPCON �0 .
<br />ANCHOR O 12- D.C.
<br />WALL
<br />SEr_TIIM EZI
<br />SCALE 3/8=1'
<br />Mll PANEL LEN4T'H
<br />1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DES" BALL THE 2'-6-
<br />PRESSURE RATING +/-- 401 p s f. AND W0- MAX
<br />PANEL LENM
<br />2. FOR EVENT WOOD FRAME CONSMCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY Of 0.55 OR EQUAL.
<br />ALUMINUM POP
<br />RNET
<br />MAX.
<br />PANEL. L04GTH #
<br />,..2• OF, L'
<br />^N
<br />W
<br />cn
<br />/f 1
<br />(i/
<br />Ova//
<br />O
<br />C
<br />. �
<br />U
<br />(n
<br />(Q
<br />cu
<br />(�
<br />O
<br />0—
<br />O
<br />W
<br />0
<br />.0
<br />LL
<br />cu
<br />0
<br />-1-0
<br />JIM
<br />►,—
<br />O
<br />CU
<br />cn
<br />O
<br />N
<br />1►.-
<br />O-4cz—^�
<br />W
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<br />�i
<br />0—
<br />cu
<br />LL1
<br />Q
<br />Z
<br />Z
<br />a
<br />0-
<br />SHEET NO.
<br />SH
<br />ls
<br />5
<br />_flii T 11 111 11 1 :A i ti i_ra. .a- -1 1 .; i.ri rI, , 11I i I -1 1TF- E-
<br />
|