|
(VAUD ONLY FOR PANEL 1 INSTALLATIONS AS PER SECTI[ONS 1 THRU 6, ON SfEm 4 & 5)
<br />MN1X. A.S:D.
<br />pil1APCXf1M
<br />IIAXIMLIM ANCHORS SPACING FOR MN ED. PER SOMEULE BELOW
<br />APPUCABI.E.
<br />1Pfi6ii11
<br />1"
<br />(1L)
<br />MAX AS.Li.
<br />.DESIGN
<br />PRMXfRE
<br />RATING
<br />(p.a.T.)
<br />.... MiY ANt2l WAGING FOR 110N ED. PER "- i#ZB1l�E LDYIf
<br />AP
<br />SECTIONS,EsA14EL
<br />a
<br />OF THEM
<br />#TO
<br />.L. 1
<br />(1t
<br />Sf ?-SETFEMALE
<br />to
<br />PLUS
<br />CALIC-MI
<br />a -.
<br />OF THEM
<br />TAPCION
<br />SOUR-SEFELM
<br />FEMALE ID
<br />-
<br />PLUS
<br />ZMNfi JN
<br />CALX-N
<br />10
<br />to
<br />TG
<br />Aw
<br />in
<br />1D
<br />1u
<br />,�
<br />!0
<br />�
<br />�
<br />�
<br />>i86-6S
<br />+75, -75
<br />`
<br />13'
<br />tI"
<br />13'
<br />13'
<br />Y3'
<br />13"
<br />/3'
<br />13°
<br />13'
<br />it
<br />13"
<br />10`
<br />i (TOP)
<br />OR
<br />75,-76
<br />+1 _119.6
<br />tr
<br />S"
<br />i3"
<br />10 /
<br />1J"
<br />6 1
<br />it
<br />6 I/2`
<br />7 1
<br />5 1/2'
<br />13'
<br />4 1/2"
<br />1 Cw)
<br />OR
<br />1r
<br />11`
<br />Ir
<br />13-
<br />13-
<br />it
<br />Ir
<br />Ir13-
<br />12-
<br />Ir
<br />to"
<br />I (BOTTT7M)
<br />it
<br />6 wr
<br />it
<br />it
<br />it
<br />9'
<br />IS"
<br />9'
<br />f0"
<br />7 I/2'
<br />Ir
<br />6"
<br />i (801700)
<br />Ir
<br />it'
<br />73'
<br />13"
<br />13"
<br />t3"
<br />13'
<br />93"
<br />13`
<br />t2"
<br />13'
<br />f0`
<br />2 (TOP)
<br />13'
<br />S'
<br />13-
<br />t0 1/2
<br />13'
<br />6 1/2,
<br />Ir8
<br />1j2"
<br />7 1/2'
<br />5/2' 1
<br />13"
<br />---13-
<br />4 ill'
<br />2 (T ')
<br />13,
<br />ti'
<br />Ir
<br />13'
<br />_ 13,
<br />-...13`
<br />13,
<br />I:r
<br />t3'
<br />le
<br />Ir
<br />tv
<br />2 (BOTTOM)
<br />7J'
<br />r
<br />13'
<br />13'
<br />i2r
<br />9 1l2"
<br />it
<br />9 T/2'
<br />0 i/2
<br />7 IA*
<br />0 lyr
<br />2 (BOTTOM)
<br />1'
<br />3
<br />1.
<br />i
<br />Ir
<br />t
<br />3
<br />I 3`
<br />t`
<br />3
<br />t3'
<br />tJ'
<br />i2'
<br />13'
<br />10
<br />3 (�)
<br />73'
<br />7'
<br />t3'
<br />13"
<br />.13'
<br />9 1 2"
<br />f
<br />Y3"
<br />B i f2
<br />0 1
<br />7 1 / 2
<br />ir'
<br />6'
<br />3 (TOP)
<br />-
<br />-
<br />12 1
<br />12 i
<br />8 1/4'.
<br />6 tj4"
<br />12 1/2'12
<br />1
<br />-
<br />--
<br />8 1f4.'
<br />B 1J41
<br />3 (BOTTot)
<br />-
<br />-
<br />Is 1/4'
<br />6 1/4'
<br />J (80'1110M)
<br />6'
<br />6'
<br />6`
<br />6 1/r
<br />r
<br />s'
<br />Er
<br />14 Ile
<br />4 (T0'P)
<br />7-
<br />3"
<br />I 4r
<br />5 1/r
<br />7'
<br />3 t/r
<br />8"
<br />4'
<br />4 112'
<br />Y
<br />6 I/e
<br />2 i)r
<br />4 (TOR)Lm
<br />8"
<br />-
<br />✓C
<br />-
<br />I 8"
<br />-
<br />r
<br />B-
<br />8"
<br />-
<br />r
<br />-
<br />4(190i'T0M}
<br />A.
<br />-
<br />6 1/2'
<br />, - -
<br />8' .
<br />-
<br />$•
<br />- _
<br />5 1 f3-
<br />-
<br />r
<br />(BOTTOM)
<br />13'
<br />1t'
<br />13'
<br />13'
<br />13'
<br />t3"
<br />13-
<br />73"
<br />73'
<br />12'
<br />13"
<br />10"
<br />5 (TOP).
<br />t3'
<br />6 1j2'
<br />t3'
<br />I3'
<br />la,
<br />9.
<br />13"
<br />9"
<br />10"
<br />7 1/2'
<br />13'
<br />6'
<br />crom
<br />IS'
<br />it'
<br />13"
<br />13,
<br />T3"
<br />13'
<br />1
<br />13-
<br />13-
<br />12"
<br />I3"
<br />to'.
<br />3 ($OTiOMM)
<br />Ir
<br />7'
<br />Ir
<br />13,
<br />jr
<br />'.0 1/2'
<br />13-
<br />�9 1/27
<br />10 1J.
<br />7 1/2'
<br />1r'•
<br />r
<br />5 (BOTTOM)
<br />13'
<br />11'
<br />13-
<br />13'
<br />13"
<br />t'
<br />3
<br />1 3'
<br />t3'
<br />13-
<br />E 2
<br />t3'
<br />9-
<br />0
<br />8 (�}
<br />T3'
<br />S"
<br />-
<br />13'
<br />10 1
<br />i3"
<br />61 2"
<br />/
<br />-
<br />t3"
<br />8 1"
<br />/2
<br />7 / Jr
<br />5/ r
<br />/
<br />t3`
<br />4 1 l2�
<br />6 (W)
<br />-
<br />-
<br />6 l/4`
<br />6 1/4"
<br />6 1/4'
<br />6 I/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />a I/4'
<br />6 (som-)
<br />--
<br />-61/4--
<br />B 1/4-.6
<br />1/4"
<br />6 11r
<br />6 1/4'
<br />6 1/4"
<br />-
<br />-
<br />6 114"
<br />6 1/4"
<br />6 (BST•")
<br />13"
<br />7 1/1'
<br />731
<br />13"
<br />1r'
<br />E0'
<br />I3^_
<br />1lY
<br />tI'
<br />8'
<br />Ir
<br />6 1/r
<br />1 (TOP)
<br />>,-6.
<br />TO
<br />6'--a'
<br />i3"
<br />;1'
<br />13'
<br />10 t/
<br />13"
<br />6 1/'2'
<br />13'
<br />8 t/1'
<br />T 1J2`
<br />S 8/2'
<br />it
<br />4 la
<br />! (TOP)
<br />To
<br />13-
<br />7 1/2'
<br />13'
<br />Ir
<br />13"
<br />10 1
<br />13'
<br />10 1/2'11
<br />1/2
<br />6'
<br />13,
<br />r
<br />1 (BOTTOM)
<br />13'
<br />8 1/2-
<br />Ir
<br />13'
<br />13,
<br />9"
<br />1$'
<br />9'
<br />TO'
<br />7 1/2-
<br />13'
<br />F
<br />1 (BOTTOM)
<br />Ir
<br />7 1/27
<br />Ir
<br />-Ir
<br />Ir
<br />10,
<br />Ir
<br />iD'
<br />11"
<br />S'
<br />13'
<br />6 1/r
<br />2 (10P)
<br />13'
<br />5'
<br />13-
<br />10 1/2
<br />13"
<br />6 1/2-
<br />jr
<br />6 Ile
<br />7 I)T
<br />5 1/r
<br />13-
<br />4 ill"
<br />2 (TOP)
<br />Ir
<br />7 1/2-
<br />13-
<br />13-
<br />13"
<br />10 112
<br />1r
<br />10 1/
<br />11' t/2
<br />8'
<br />IS,
<br />7" _
<br />2 (5w,7TTi7M)
<br />13,
<br />71
<br />13,
<br />it
<br />13'
<br />9 1fr
<br />13'
<br />9 1j2`.
<br />0 t/r
<br />'7 1/7'
<br />Ir
<br />8 1/2`
<br />2 (BOTTOM
<br />ir,
<br />7 1/2'
<br />I3`
<br />13"
<br />_ 13"
<br />t0 1/2
<br />I3"
<br />0 1/2'11
<br />1/2
<br />_ 6`
<br />I3"
<br />7-
<br />3 )
<br />13'
<br />r
<br />Ir
<br />it
<br />13'
<br />9 fir
<br />t3-
<br />9 i/r
<br />10 1/1'
<br />7 1/2'
<br />IS'
<br />6"
<br />3 (I' )
<br />-
<br />--
<br />12 Y -
<br />2 1
<br />6 1/4"
<br />6 1/4-12
<br />i/2'
<br />6 1j4-
<br />-
<br />-
<br />6 Y/4'
<br />6 1/4'
<br />3 (TTnrml
<br />-
<br />-
<br />2 il-
<br />12 1/2
<br />6 1/4'
<br />6 1l4"
<br />12 1/2
<br />6 1/#`
<br />-
<br />-
<br />6 Ile
<br />6 1/4"
<br />3 (BOTTOM)
<br />7 I/2'
<br />3 1/2'
<br />$'
<br />8"
<br />7 1/2'
<br />4"
<br />8-
<br />4 lAr
<br />5"
<br />3 t/2"
<br />7'
<br />3' -
<br />4 (TOP)
<br />7'
<br />3'
<br />$'
<br />S TJr.
<br />7"
<br />3 T/r
<br />8-
<br />4'
<br />4 1/r.
<br />r
<br />6 11r
<br />2 1/2'
<br />8'
<br />-
<br />8"
<br />4 (B6TLOM}
<br />8'
<br />_
<br />6 t/2''.,
<br />-
<br />-...Er
<br />8"
<br />6 Y/$'
<br />- -
<br />1.
<br />-
<br />4 (�)
<br />13'
<br />7 9/r
<br />13'
<br />13,
<br />13'
<br />10 1/2
<br />13-
<br />10 1/
<br />1 1/2
<br />B'
<br />13'
<br />i
<br />5 (TOP)
<br />13,
<br />6 1/2'
<br />T3'
<br />13'
<br />13"
<br />9"
<br />13"
<br />9-
<br />16'
<br />7 t/Z'
<br />Ir
<br />6"
<br />(TOP)
<br />13-
<br />7 i/2'
<br />13•
<br />13"
<br />IS'
<br />10 1/2
<br />I3"
<br />0 i/
<br />11 1/2
<br />8'
<br />IS-
<br />7"
<br />3 (B0fT0AQ
<br />T3"
<br />7-
<br />Ir
<br />Ir
<br />13,
<br />9 1/2'
<br />13'
<br />9 1/2-
<br />10 1/2
<br />7 1/2'
<br />Ir
<br />6"
<br />5 (BOTTOM)
<br />13"
<br />7 t/r
<br />13'
<br />13'
<br />T3"
<br />O 1/2
<br />IX
<br />10 1
<br />11 1/2
<br />B'
<br />it
<br />7"
<br />6 (TOP)
<br />13`
<br />5'
<br />i3-
<br />lr'
<br />6. 1/2`
<br />i3'.- .
<br />8 1/2'
<br />7 112`
<br />5 I/Z'
<br />-13-
<br />4 t/2'
<br />6 (TOP)__.
<br />6 1/4"
<br />8 1j4'
<br />6.ij4'
<br />-
<br />- -.
<br />- -._.
<br />-. -
<br />6 1/4"
<br />6 1/4'
<br />B (I3OTT.a')
<br />-
<br />-
<br />8 t/4'
<br />B t/#-
<br />6 t/4'
<br />6 1J4'
<br />GEE SNitET 11 FOR Amosm T(K A SPA FOR !✓Ma'7AMAAQIOIx1 INTO WOOD Rwe WON
<br />•WOW MOW SPACIM AM 111 IM UM MNIANLIE AM POTATO) CN THIS SDI. 6'DIRE. FW E:O.
<br />LESS I" ESN MOM SPwwC` BY L.MI'11PLTIG 5PAt3H9 SHMW ON
<br />SCHEOIAX BY TIM fOLL011116 FACTORS. HE TM OPIDOWN TO BE Ply REDUCED WAOM
<br />OSTAHM tON FAL'IOR SHALL NOT ESE LE96 IRAN ►MINIM SPACING MWED FOR EACH MOM TYP1<
<br />ON III SCHEDULE
<br />AMONOR TOE1/4k
<br />tAPO01l
<br />1/4"A
<br />tiara -SST
<br />1/4'r -
<br />1f4`4r-
<br />°
<br />t/4[
<br />_ -.
<br />f/4Y
<br />rAl"
<br />No" vom VACHO 011.)
<br />3
<br />3
<br />3
<br />- 3
<br />2 I1r
<br />2 1/2-
<br />3
<br />311r
<br />3"
<br />3 ---.
<br />311r
<br />3
<br />T%TIW97 }
<br />OCI $OOf
<br />3
<br />S t/r
<br />S LAr
<br />3 1/t
<br />3 1/E'
<br />4
<br />ADM EM D 0m)
<br />FACTOR
<br />11/r
<br />om
<br />-
<br />-
<br />•.
<br />-
<br />4.30
<br />3.
<br />o.m
<br />a76
<br />-
<br />063
<br />y,1
<br />IAO
<br />1.6Q
<br />SPA ONLY VALID WHEN SPACER QD IIS USED. SEE T #�E1 FOR MAIL AL9.F
<br />DEStM LOADS MA)( PAPA *11Ed SPACER USED.
<br />I
<br />7' NMI.
<br />3l4'
<br />TINT
<br />N oral �1
<br />V Max,
<br />PANEL LENCIH
<br />(SEE ELExAW
<br />ON SHUT 12)
<br />Rills •1114APIA9412
<br />C rc.E�T4
<br />Y' MAX,
<br />PANE. LENGTH
<br />w El"AIXBN
<br />ON SHEET 12)
<br />f.4i syy
<br />it k ';]1
<br />2`a4"
<br />PLATE
<br />WWII
<br />SCE 7A4ETS 15 a 16 FOR ANCHM
<br />A CHOR TOE
<br />T/4'I
<br />IMP=
<br />TYPE It IPACM FM 101SQui9fONfS INTO
<br />WOOD FAME EILl1301M
<br />IFS" ANCHOR SPACNN Aw 4WNI
<br />-MAMA. AYRW of PAWN w
<br />3
<br />*11■x1Oa . 61)
<br />as■{Mll ONoa14 BN1oE Orsj
<br />3
<br />EDGE [ffiTMICE ARE iifllClORli (AN Im
<br />SMIMME. FOR EA. tiSS THAN NMOICAIEO
<br />ON SCHIDULE NCHOR SPACING
<br />3
<br />BY
<br />ECFEUILE BY THE F'M0#MNO FAtORS.
<br />AI MAIL Imm 8s91NOE m
<br />_. -..I.
<br />RiOtOR
<br />FOR Dill OPEt1O Mt 70 W Ste,[,
<br />2 I/z•
<br />ObT
<br />1it3NlCEA bi'Ar.'nN0 OBOItb IlSS'Ay
<br />FACTOR SNNL NOT BE lffi 111LN
<br />e.Ma
<br />U NRASM SPACING NCICAtED RM EACH
<br />AHCHN TYPE ON III 9gEdA.S
<br />31/r
<br />-
<br />WAIL AI MINItillir
<br />SCALE 3/8-1-
<br />1. INSTALLATION ARE ONLY VAUD FOR WAX. A.S.D.
<br />DESIGN PREBsURE RATINGS (p.s.f) AND PANEL
<br />LENCTFfS AS PER ELEVATION ONSHEET 12.
<br />2. FOR NEW WOOD FRAME CON iRUCiIOW WOOD
<br />MEMBERS TO BE SOUINE iN PINE No 2, W/ SPEC
<br />DENSITY OF 0.55 OR EQUAL
<br />6i' ss.
<br />rx4-
<br />PLATE
<br />REQUP
<br />16=#]
<br />a
<br />AS.D. Del LOW
<br />IiA10MUM TyAHET.
<br />LENGTH
<br />40 PSF OR LESS
<br />III
<br />> 40 PSF TO 50 PSF
<br />> 50 P' TO 60 PW
<br />5'-10
<br />A MAX. KNEL, LEM ARE ONLY VALID FOR INSTALLATIONS
<br />W/ SOLID 'SETT ANCHORS & W/ 0 SPAN AT 12 ll O.C.
<br />FLORIDA BUILDING Non IM'h Vldac Hurriaana4 Zone)
<br />rrla��rAMaa�N rc
<br />24 GAGE C41YANZED STEEL STORM PANEL
<br />sa
<br />GIAM PROTWRON PROMT,=. UCI
<br />a r
<br />iis
<br />1
<br />6 .CM V INe,
<br />4W SA 61 RAW
<br />MVll NL 3=4
<br />PI10Ni (f1641Mi-TMy FAx: E664iaMr+81Y7
<br />Dom
<br />anle H■1 ti 3{l iwaHc awa4
<br />w.,.: 9J-ICI. rb = A■9 an -am
<br />15-022
<br />ISR4iA1 L1a
<br />I:
<br />aie n.a■r sw
<br />Al
<br />sk& 10 OF is
<br />001n A tIREl,*,Alm
<br />Blow
<br />1 Al
<br />MPARAM
<br />TO CLAM
<br />IL" mAx.
<br />PAa�. LEAR:TH
<br />(SEE E1FW11kk4
<br />ON s EET 12)
<br />SS sE)t- t Ma
<br />i2 �1W
<br />M
<br />O.C.
<br />ONCRETE OR
<br />RODLW o.
<br />am
<br />1OH
<br />12)
<br />FLORIDA BUILDING CODE Nan High Vestoolly Hu no Zone
<br />� " eAvas raxaxT'ae i
<br />IFAI-
<br />24 GAGE (ALVANIZED STEEL STORM PANEL awm W.
<br />��. EC0INC. GLOBAL PROTECTION PRODUCTS, U.C.
<br />^. CONSFANr 4000 Sit. III SIPRE4
<br />.... �Q., t&7 rue aw aL aw s■a x■NF. N smN wvR NL 33314 15-022
<br />.wr-: P1lq a:1_a■r. AI. {A -mt o (@")Il lata FA* 06900-rfm
<br />ea-oo sn es Iu."r. ■� 6Nte1Ww Nx
<br />A1x.78M A Atli J., F.E a° FI-en - 711'RT t6 rut
<br />N
<br />1•`" r. L 1 .� y,: i INS'A L
<br />■ �11 Ple ■ ..Y .-e-- .., L L � : : 9 ]► Lys.. 6 1 6 I.. -1 1 e.. ..
<br />MAX A.S .MAX
<br />DESIGN
<br />PRESSURE
<br />RATINC
<br />ANCHa 2.S SPODW FOR EA - AS SHO�MN ON SHEETS 6 a 7
<br />APPI.R:ABLE
<br />TO
<br />ALIEFINKThe
<br />a _
<br />OFTHEM
<br />kA16MUM
<br />III,
<br />L 6',"7f1
<br />00
<br />TpPCAN
<br />LAG
<br />PANEL MAM
<br />FEMALE 10
<br />PANELMATE
<br />PLUS
<br />EN T ;
<br />93"
<br />13"
<br />13"
<br />13-
<br />_.. 13' -.
<br />1N ()
<br />13-
<br />Ir _
<br />13'
<br />Ir
<br />it
<br />iM (BOTiCMQ
<br />6 1/2"
<br />6 1/2'
<br />6 Ilr
<br />6 I/2"
<br />5 112-
<br />- -.
<br />-
<br />6 Ile
<br />12 1/2'
<br />6 1/4-
<br />.
<br />(s1OiT )OR
<br />6` `
<br />8`
<br />Or
<br />8'
<br />B'
<br />-
<br />)
<br />LESS
<br />- Ir
<br />B'
<br />-
<br />Mall
<br />13"
<br />13,
<br />13"
<br />13,
<br />13'
<br />(TOP)
<br />-
<br />�6,(#I48
<br />LESS
<br />73`
<br />13'
<br />13*
<br />13'
<br />13'
<br />(E011111014).
<br />Y3'
<br />43"
<br />1 '
<br />3
<br />t3'
<br />t 2
<br />S /'
<br />W (mP
<br />I3"
<br />13-
<br />13.
<br />13,
<br />B
<br />#W (BOTTt000
<br />6 1/2-
<br />6 1/2-
<br />6 1/2'
<br />---
<br />6 tj2`
<br />6 1/2' -
<br />OW)
<br />>V-0"
<br />-
<br />-
<br />6 1/4"
<br />12 1/2-
<br />6 1/4-
<br />(bull
<br />4 1/2'
<br />e
<br />6 1/2"
<br />6 IA,
<br />-
<br />(TOP)
<br />#4 �.
<br />4 1/2'
<br />4 1/2-
<br />7'
<br />--- '7`
<br />-
<br />3W (Bf1{TOM''j
<br />10 1/2-
<br />9 1/2-
<br />12'
<br />12'
<br />€3,
<br />1'r
<br />13-
<br />t3'
<br />MAX, AS.O,
<br />DESiLT
<br />(P-C)
<br />DA XIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEENS 6 s 7
<br />APPLICABLE
<br />TO
<br />f a ANYLEN=
<br />NATION
<br />OF THEM
<br />PAM.
<br />00
<br />-iAFCON
<br />LAD SCREWPANEI?AATE
<br />FEWIE 10
<br />PANEI.MFS7E
<br />PLUS
<br />WOODBUSFASf+TH
<br />-
<br />13"
<br />13,
<br />S3'
<br />13'
<br />iW
<br />Ir
<br />13'
<br />13'
<br />a"
<br />sW (BOTTOM
<br />2
<br />/
<br />6 1 -
<br />f2
<br />6 1 2'
<br />t
<br />A i 2•
<br />/
<br />{1FJF )
<br />---7
<br />r
<br />1/2-
<br />$'
<br />$-
<br />--
<br />(HIP)
<br />OR
<br />LESS
<br />7 " 2 t
<br />/
<br />8'
<br />8'
<br />8`
<br />-
<br />36 (BOTTOM
<br />i3'
<br />13"
<br />13,
<br />13'.
<br />13'
<br />411 (TOP)
<br />44
<br />ro
<br />*75� ,.78
<br />3
<br />3"
<br />13"
<br />13'
<br />13`
<br />13"
<br />13'
<br />13"
<br />1O'
<br />W (TDP)
<br />it
<br />73"
<br />13"
<br />Ir
<br />6 1/4"
<br />IA (6oR010
<br />6`1/2-
<br />6 1/ `
<br />6 1/2'
<br />6 1/2-
<br />6 1/2' '..
<br />)
<br />-
<br />6 1/4' _
<br />12 1/2-
<br />a 1/4'
<br />(90 }
<br />�TO
<br />4 1/2-
<br />6"
<br />7 1/2'
<br />7 i/2'_
<br />-
<br />(R!P)
<br />7-5*5-
<br />13'
<br />5 1/2'
<br />6'
<br />6"
<br />-
<br />--5 Y/r..:..4W
<br />3M (BOTlail
<br />(TOPI,yy�
<br />13'
<br />13'
<br />Ir
<br />Ir
<br />TO"-
<br />(9GTTMl
<br />its,
<br />r' ! 3S: C ► M .. .+� s . L :y - 7- #�1, :r i y- . "• r' M F. 4 r is .y � y 3. �,
<br />*y3 r{',^.y.'r 7-_. M r y'. ! �.a a7i ri^.^i-`• 1" t-.e E y-•...- {- . y _
<br />1/4'e TAP1
<br />ANCHOR A
<br />m5jm
<br />miss
<br />T,r
<br />s1s1 A
<br />"D. DE" LOAD
<br />MA)M" PANEL
<br />LENM
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />'-2'
<br />> 50 PSF iD 60 PSF
<br />W-10'
<br />6 MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MALE ID OR PANEL MATTE PLUS
<br />ANCHORS & W/ SPACER AT 12 1/2" O.C.
<br />1/4'4 - TRMO sxXTttEr
<br />AH1'tlR' a 4'-ti.c. CONI Ill
<br />[fMl
<br />v kAx
<br />PANEL LENGTH
<br />(SEEP aLEYATION
<br />ON SIFT 12)
<br />CODE
<br />spa
<br />(SEE SECTIONS a xTERNAT6l'PS ON stimis 13. 14. is a16)
<br />3" MAXR-IA/13. R-2A/13, R-3A/14, ! R-18/13, R-2B/I.% R-3B%i4. r um
<br />R-1AWf15, R-2J1W/15, R^3AW/16. F) R-1BW/15, R-29VV/15, R-38W/16 ss
<br />5.5. BOLTS W
<br />AT LA
<br />MAX,
<br />PANEL LE8#i1t1'
<br />9-4' 0 +40A. -40,0 PAJ,
<br />(14l OVENlAP NO PANEL MOM BOLT)
<br />+50.0. -64,0 Par..f.
<br />(w/o MMALOP MID PANEL LwTH Dom
<br />115E 2"-E ` MIN. PANEL LENGTH
<br />AT AL. MC,MINIINGS
<br />BOTTOM CORNERS
<br />or
<br />Q
<br />3' MAX.
<br />WING NUT AT
<br />LEFT PANEL
<br />NUT AT
<br />RM,YiT PANEL
<br />-
<br />3' �' LNST'AL1A110NS ONLY VN9O TOR M1N0
<br />s" AinR-TA/13,
<br />R-2A/13, R-3A/14,
<br />R-1 B/134 RI'-28/13, R-30/14,
<br />1 eRN, SPEED UP TO $40 rn p{ k
<br />R-TAW/15: R-2AW/t5, R-3AW/16,
<br />R--18W/13. R-28W/13, R-301AI 6.
<br />-
<br />(SEE SECTIONS a ALTIERK4II ON SIEEIS 13,
<br />14, 15 &1
<br />111V MAC. OAP
<br />UFE SAFETY MEM PANEL L E■_LE
<br />(MON (t)
<br />SCALE lle-1'
<br />REG"STORM
<br />2.BB7'
<br />PANEL
<br />OAK Or RM .A Wi10LE VA{Len
<br />TOOwRPANEL
<br />AfFL
<br />-
<br />- -==_-
<br />4O` ' __• -___ ` "'_-'-�___
<br />-- c�cs-=- _=_=#�n'�=_-_--_-"----_-_-�-���—'.[•-;�f'-•'.-
<br />----------- _a ------__
<br />-` -L-----i'—*
<br />�S�M
<br />-
<br />TMit1C/. MP
<br />-_--==r-x-m_.. ._1-c
<br />��se_
<br />1;�
<br />L9FE SAFETY PANEL
<br />RRIA BUILDING CODE m ieloaft
<br />Zone) ,
<br />)
<br />8cO1RLNx
<br />ENMOR
<br />a
<br />I m 24 GAGE GLVANgED STEEL STORM PANEL
<br />rar m
<br />M PQOUM, MIT.
<br />'N
<br />�TIQN A —A
<br />C
<br />IbIMcF
<br />ENGINEORM h: =4
<br />J--.4.__�
<br />c't-`1-I_F—
<br />'
<br />A4LO
<br />Papewa-Re rw F1W 1M64NM-rats, NuWMr-s.
<br />-r
<br />15-022t,
<br />r'I
<br />rQ
<br />■..N■
<br />_ �YF.:H._
<br />ate6
<br />Zzl
<br />--
<br />aa�.PE ■
<br />MtTB
<br />F&OW
<br />12at lit
<br />-
<br />ti
<br />aim
<br />`I
<br />(
<br />PSEE ELiANEL i
<br />ON SHE
<br />:T"
<br />ION
<br />12)
<br />1"
<br />EPA
<br />TO
<br />«F ,
<br />a. a. \ 1�. III
<br />A , 4
<br />F.
<br />Imp In w
<br />R `t131G ;s
<br />SEE SHEETS 13 a 16 FOR AHCHOM TWE a SPACWG FOR
<br />INTO WOOD FRAW BGICR195,
<br />MINN" ANC" 3PACOM AND WMW EDME
<br />ARE RMICATFA ON TM SCfEDOLE. FOR E0. LEM THAN
<br />MFMBYIEO ON 5Ca#B" DUCE ANCHOR SPAM BY
<br />1AKTIPLYRNG SPACx40 940" ON SCIEW.E SY THE
<br />FOULO F1G 0018Rs FOR 1146 OP8thTjON TO BE POSSIBM
<br />TAM cFAo SPACM OWA61M USING FA" SHALL. NOT BE
<br />LESS THAN MIN IM SPALIG ■1MCKIED FOR EACH ANt`.IM
<br />Ten ON im 9C3#FA9i1.E
<br />AM0tI0R 1t14E
<br />t/4 r
<br />1AF1.71L1
<br />-3
<br />FANPUB
<br />Wwl no" mcm ESA,)
<br />3
<br />41a1■IM■r a■a �� �•)
<br />3
<br />3
<br />■aYA+aM�T mrN.e. MrraF na
<br />3
<br />3 IA
<br />owFACTOR
<br />-
<br />2 11w
<br />fat
<br />r
<br />_
<br />3 Iff
<br />-
<br />-
<br />SCALE 3/8-1'
<br />3. thx. SSE NOTE 4 - 3` Mc1■.
<br />1' IEt.
<br />"1 3 "V Wi �". 1KNE 3
<br />ANCHOft
<br />(SEE SECTION EZ"I a ALIERMAT'M 171W ON SHEET TES)- - -
<br />EZ1 /18.
<br />EZ7 W/18
<br />DMICAL ELEYAIIQN . FQR SERIES 2120 E-Z HANG STORM! PANEL SYSTEM its
<br />elk. GAP
<br />* LAST PAHE)-0 TO BE INSTALLED AT EACH OPENING SHALT. ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACRTTAT£ INSTALLATION IF INTENDED
<br />TO BE ENSTALLEO FROM INSIDE OF SIMUCTURE.
<br />wa
<br />DfF1NH7g)ILgF. ES E-E HANG STOMA PANEL SYSTEMCONSISTING OF PANEL + C m+- TRACKS TOP Ar BOTPOk
<br />END E'NNt15 SHALL ALWA�S BE COMICTED TO BOTTOM TRACK
<br />OTHERMS'E A 'STOP BAJi(Q] SHM L � I=RSTW DEb AT TOP OF SUCH
<br />PANELS.
<br />IF 00 PANELS ARE CONNECTED TO BOTTOM TRAM CONNECTION
<br />%%ALL CON9ST OF 1/470-201 All W/ 7/9"fx3/32- WING
<br />NUT CR �1j4"t'x314' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK_ fA'H34T OF FASTENERS WAY BE AT EITHER OF TWO
<br />EXTi:RIOR FLAT FLANS OF END PANEL.
<br />IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (1.R A SToP C3AR 1S OILY USED AT TOP) AT LEAST TWO
<br />PANELS SWLLL 1 COFIIECTEO TQ BOTTOM TRACK USM SPECS
<br />INDICATED 014 NU.. (3) ABOVE. IN SUCH CAST; CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCLA AT ANY PANEL 10 ION-
<br />t HISTAs..LATIONS OWY VAUO FOR WIND
<br />SPEED TAP TO 140 m,pA
<br />HOrflcan8
<br />WALL TMIDUHTM
<br />SCALE 3/s
<br />1. INSTALLATION ARE ONLY VAUD FOR ALS.O, DESIGN
<br />PRESSURE RATINGS (p,s.f) AND PANEL LENGTH$ AS
<br />PER ELEVATION ON SHEET 17.
<br />2. FOR NEW WOOD FRAME CONSTIM110N: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC
<br />DEFCiiiY OF 0.55 OR EQUAL.
<br />TAPOON
<br />R a IV D.C.
<br />21 '4Y Y1
<br />t'
<br />PAW
<br />1
<br />i ON S
<br />O- `GUN
<br />d L
<br />W►►LL MQL&flTtMGS
<br />SCALE 3/8-T'
<br />Tt CAII« Tit PAWL
<br />FLORA
<br />BUWNG CODE Eton 16 Velae:rlT Hurd
<br />Zone)
<br />441
<br />"�°'°' A�
<br />24 GAS GALVAHM STEEL STORM PANEL
<br />FA"
<br />GLOM PROTECTM PRODUCTS. LTC.
<br />will
<br />4M00 Sax. a SIRM
<br />rL sas14
<br />Te3FRAa t slarrP4lrr
<br />3KL aE aY. s Kt twLaw oraeeL a
<br />',T.
<br />Alwr x erlar tlG'NNr1
<br />FLA1NTa 11N14j0MP-1"516. FAx: CsM4j�P-6'ALa
<br />15-022
<br />•■ -
<br />aare4lw Hex ue - Ion■I1I■
<br />w
<br />—
<br />F.E
<br />wmm Ift
<br />aL+1>o4 N
<br />lRFtT 101y TES
<br />RNLTEFNt P.E
<br />VIA,-
<br />► I • 4 ; I# s " -A • fe raia 5 ral VOW 151 • • iI
<br />WALL MQUONG
<br />SECTTOd Ez1
<br />SCALE 3/8=1'
<br />NOiF$I
<br />'k MIN. PANEL LENGTPI
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN
<br />SHALL BE 2'-s"
<br />PRESS RE RATIO -F/-_ 40.0 p,s f. AND 6'-0- MAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SCUT MRN PINE No 2. W j SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />4
<br />WALL MQUbMNQ
<br />ALTERwAM ErrW
<br />SCALE 3/8=1'
<br />Cn
<br />�--+
<br />cD
<br />(D
<br />>
<br />O
<br />Q
<br />O
<br />^^
<br />I..L
<br />U
<br />a)
<br />W
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.5
<br />
|