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11-
<br />OR 75X#C" Iona, OR
<br />2'. 3'. Ally 3103 H-14
<br />VARIES r.4, wow nwa isoo-ye'.um cm. MAIN.
<br />1 & ftowrl)
<br />Ir AN" w" l/wo . I a/..-
<br />.4
<br />TAPCM Ir O.C.
<br />MOM
<br />paum 1 1/4. t TAPOON I
<br />CONCRETE at= ANCHOR e
<br />1 14 ORI
<br />rkVWODD FPAK
<br />r . r 4w To I=
<br />2, 1 2". 5' 1 ' .
<br />ALUM. OR
<br />.31
<br />SH
<br />L J_ 4154 sw
<br />REOIARED
<br />T )!
<br />-
<br />-T
<br />CAP
<br />- - -
<br />1/4* 1 BOQ� L� , 4*,, AW
<br />I'_ Qx� o5-H . OR 401LI-11 ALLOY
<br />W/4"Our C�L Ak�. ANGLE
<br />C SE A (PLAN) CASE 0 (PLAN) CASE C (P ME D (ELAN)
<br />SCALE 1/4--l- SCALE 1/4--l- SCALE 1/4'-1* SCALE 11/4i-l-
<br />1
<br />soLID-SET OR cAlx-.w
<br />011 0.00 PAMMAM
<br />116 oART "FO
<br />,W
<br />OR ='—I- . on f PA
<br />1 1 AS APPLICABLE to& 11)
<br />I_Sx ;;;,47V;rM- I Enx�o
<br />fMPL PANEL VAM FIEM i SIDES OF OPDM SO
<br />OVIERLOP BEYOND 2`10' 11000 F1144WAZ T (9) 0
<br />OPENING "OTHI comcAm CoNORM WAXIM
<br />DO 7W WOOD Ill"
<br />i_� C� ORa
<br />vmo mw PANALIJI TO
<br />I -T— v= — -
<br />VIALL WM Our END PANEL)
<br />=Fill
<br />x
<br />CASE F (PLAN)
<br />SCALE 1/4*-1*
<br />(VAUD ONLY FOR PANEL&NsTAuA-nONS AS PER ALTERNATWS 1W THRU 4W, ON SHEETS s 7)
<br />M0. A.S.0,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.-f-)
<br />MAXINUM ANCHORS; SFACM FOR LO. - AS SHOWN ON SHEETS 6 Sit 7
<br />APPLICABLE
<br />TO
<br />ALTERNAThu
<br />f & ANY
<br />OF IF"
<br />MAW"
<br />PANEL.
<br />LENGTH
<br />("L)
<br />TAPCON
<br />LAC; SCREW
<br />PAKELMATE
<br />FEMALE ED
<br />VANEILMATE
<br />PLUS
<br />WOOD or
<br />SNN 0
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />w6m
<br />ir
<br />Ir
<br />Ir
<br />Tw wmt4
<br />6
<br />1
<br />5
<br />2W (W)
<br />121
<br />5 1/4
<br />1* 0DITI)
<br />F-9,
<br />3w (w)
<br />on
<br />LESS
<br />S.
<br />3w (OSTW
<br />13,
<br />ir
<br />Ir
<br />13,
<br />ly
<br />4W
<br />+45. -45
<br />Olt
<br />LESS
<br />13"
<br />ly
<br />ly
<br />13,
<br />ly
<br />4W 00MM70MO
<br />tr
<br />130
<br />ly
<br />13'
<br />8 1/27
<br />w (w)
<br />13,
<br />ly
<br />13-
<br />13.
<br />9*
<br />to ;
<br />6 1/2-
<br />6 1/2^
<br />6 1/2-
<br />6 T/Fr__7
<br />6 1/2-
<br />(RIP)
<br />-
<br />6 f/4-
<br />12 1/2-
<br />1 6 1/4-
<br />Owl*)
<br />I
<br />>S'-w
<br />TO
<br />4 111'
<br />4
<br />6 t/27
<br />6 1/2"
<br />(m)
<br />le-e
<br />4 1/27
<br />4 1 /2'
<br />3W
<br />10 Ijr
<br />2 lIr
<br />12,
<br />Ir
<br />Ir
<br />13,
<br />B 1/2"
<br />SM TAME J1 FOR MXX &S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN
<br />USCO, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />CASE Q (PLAN)
<br />SCALE 1/4-0-
<br />VAUD FOR DIRECT MOUNT INSTALLATION ONLY 4t
<br />CERTIFIED PANEL. INSTALLATION AT WALLS W/
<br />SURFACE LM VARIAMOMS WITHIN 3/4'
<br />MAX. ".D.
<br />Omm
<br />PRESSURE
<br />RATING.
<br />(W-)
<br />JAMMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 4 7
<br />APPLICABLE
<br />TO
<br />CUZ
<br />OF TWM
<br />PANEL
<br />LENGTH
<br />K)
<br />TAPOON
<br />LAO SCREW
<br />PANEUAXTE
<br />FEMALE IG
<br />PM41AWE
<br />PLUS
<br />WOW BUSHIENG
<br />I r
<br />I r
<br />13,
<br />Is,
<br />ly
<br />IW
<br />Ir
<br />Ir
<br />13"
<br />ly
<br />W
<br />IW (BURCRA)
<br />6 1/2'
<br />5 1/2*
<br />a lIr
<br />6 1/2-
<br />2W (top)
<br />-
<br />-
<br />6 1/4
<br />12 1/2-
<br />6 1pr
<br />2W
<br />r
<br />7 1/2*
<br />Ir
<br />3w 0"
<br />OR
<br />LESS
<br />7 lIr
<br />a*
<br />-
<br />PIT")
<br />13,
<br />13,
<br />13,
<br />ly
<br />13"
<br />4w CEOPI
<br />>+45, -45
<br />TO
<br />+75, -75
<br />Ir
<br />is,
<br />13"
<br />ir
<br />15"
<br />MY (BOTTOW)
<br />law
<br />Ir
<br />ly
<br />Ir
<br />10,
<br />Ill (mp)
<br />13*
<br />Ir
<br />13"
<br />Ir
<br />6 Ile
<br />III Isomom)
<br />a 1/2*
<br />a 1/2.
<br />5 1/2'
<br />6 1/2*
<br />6 1/2-
<br />2W (TOP)
<br />-
<br />-
<br />0 1/4'
<br />12 T/2-
<br />a I/*-
<br />2w 001T.1
<br />TO
<br />4
<br />1.
<br />— 7 1/2-
<br />-
<br />X (w)
<br />r-$-
<br />Ili
<br />5 i/;r
<br />--LI/2*
<br />Ir
<br />8,
<br />-
<br />3w MorlDso
<br />iy
<br />S,
<br />5 1/2-
<br />411 ?ia;)—
<br />Ir
<br />;1
<br />1 r
<br />IV
<br />4W wffm)
<br />SM T/aZ #1 FOR MAX. A.&D, MIGN LOVS PANEL LOCTHS INHEN SPAM Is
<br />USED, OORR1-_~NG O&Y TO &TOMTE 2W ON SHEET IS
<br />TABLE
<br />J1 A
<br />A.S.D. OEM I=
<br />MAXIMILN PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />S`-Jll'
<br />> 40 PSF M 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLA71ONS
<br />W/ PANEL MATE _FPAALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ ?2pJAItQ D.C.
<br />�111 T IIIIINNO-401402wo
<br />mom
<br />,14*
<br />PANEL LENGTH
<br />Im ELEVATION
<br />G,
<br />94M 12)
<br />1�2
<br />SEE SHEETS 15 k It MR ANCHM TM SKAONO FOR
<br />led"Aux"Oks INTO WOOD FR" BuLawas.
<br />MONKIM AACHOR SPAONQS AND MWINIA E= DWAIRm
<br />AK 0100010) ON THIS SCIOULL FOR ED. LESS THM
<br />OM70 ON WIEVILU RAX= ANDM SPACING BY
<br />MWKYM SPAGNO SHM ON SONEOM BY THE
<br />FOLLOWING qzmm Folt INS, OPMTON m BE PosoKL
<br />xmm spww oovoa dsma wm SHALL NOT BE
<br />I= THMI MONAM SPACHO M070 Pat EACH ANCROR
<br />TYPE ot# Im 5ORMLIC
<br />1/4'.
<br />1/4".
<br />AMMOR WR
<br />up=
<br />PINE;
<br />w"" Am*m
<br />ACIML WE OMM
<br />9W
<br />I ler
<br />I 3 IZ
<br />I A
<br />WAU MONTINGS
<br />114
<br />smE 310-1.
<br />12)
<br />(VALJD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 5)
<br />MAYL ks.O.
<br />PRESSM
<br />RATING
<br />(P.jj
<br />UAMW ANCHORS WADING Fm Mw LD, PER SO4MLIE BELOW
<br />-=I
<br />To
<br />I (w
<br />MwwM
<br />Pma
<br />wmw
<br />IV
<br />00
<br />MAX x"A
<br />DESIGN
<br />mz%m
<br />"nNo
<br />("J.)
<br />MAU" ANCHORS SPACING MR MN ED, PER SCHEDULE smj3W
<br />(N.
<br />TAPOON
<br />$01,10-SET
<br />PPPMN
<br />FIW
<br />1 10
<br />PAIMTE
<br />ZWArNA1*
<br />CALK-IM
<br />TN=
<br />I mm-m
<br />FEMME
<br />0
<br />PLUS
<br />ZAw_wLw
<br />CAUK_4N
<br />to
<br />—3w-3w=m3W
<br />To
<br />To
<br />TO
<br />to
<br />To
<br />3k
<br />To
<br />ONKWN
<br />THEM
<br />To
<br />ememm
<br />to
<br />mloolmN
<br />To
<br />OFTMEM
<br />+45� -45
<br />OR
<br />LESS
<br />ly
<br />Ir
<br />ly
<br />13,
<br />Ir
<br />—a
<br />Ir
<br />ly
<br />Ir
<br />is,
<br />I Clap)
<br />61-V
<br />OR
<br />LESS
<br />+43. -45
<br />To
<br />+55.-45
<br />Ir
<br />ty
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />ly
<br />Ir
<br />Ir
<br />11 1/2
<br />1 (w)
<br />w--r
<br />OR
<br />UESS
<br />I
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />13,
<br />is,
<br />13,
<br />1 (BOTTOM)
<br />Ir
<br />ir
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />it t
<br />I (BOTTOM)
<br />Ir
<br />Ir
<br />ty
<br />Ir
<br />13"
<br />ly
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />2 (w)
<br />Is*
<br />Ir
<br />13"
<br />13'
<br />Ir
<br />13,
<br />ly
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />11 1/2
<br />2 CTOP)
<br />ir
<br />13,
<br />Ir
<br />13,
<br />Ir
<br />13'
<br />Ir
<br />13'
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />2 (Damm)
<br />13*
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />ly
<br />IX
<br />Ir
<br />11 1/2
<br />2 (BOTTOM)
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />13,
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />3 (top)
<br />ly
<br />13,
<br />Ir
<br />Ir
<br />IV
<br />13'
<br />13,
<br />13'
<br />13'
<br />13,
<br />ly
<br />11 1/2
<br />3 CW)
<br />112 I/r
<br />12 1/2-
<br />6 1111"
<br />It Ile
<br />12 llr
<br />12 1/21
<br />-
<br />6 1/4*
<br />6 1/4*
<br />3 (901104)
<br />02 0"12
<br />llr
<br />6 1/4*
<br />6 Ile
<br />12 1/2"
<br />12 1/2'
<br />-
<br />6 Ile
<br />a I/v
<br />3 (satifto,
<br />r
<br />r
<br />ir
<br />Ir
<br />r
<br />r
<br />a,
<br />r
<br />w
<br />a"
<br />III
<br />7 1/2"
<br />4 (TOP)
<br />6 w,
<br />8,
<br />r
<br />IV
<br />6 1/2*
<br />r
<br />7 lIr
<br />C
<br />r
<br />w
<br />S.
<br />4 (Tam
<br />-
<br />("Mao
<br />Ir
<br />w
<br />-
<br />I ir
<br />-
<br />.4 (mw.
<br />Tr
<br />3;
<br />IF
<br />IF
<br />tr
<br />13'
<br />ir
<br />ir
<br />13"
<br />13*
<br />y
<br />Ir
<br />5 (TOP)
<br />ly
<br />T_W__
<br />ir
<br />Ir
<br />13"
<br />Ir
<br />13
<br />13
<br />it I/rib
<br />(TOP)
<br />tr
<br />ir
<br />ir
<br />Ir
<br />i3v_
<br />-Tr-
<br />Ir
<br />Ir
<br />iY
<br />Ir
<br />Ir
<br />91 (BOTTOM)
<br />ly
<br />is"
<br />ly
<br />ir
<br />iy
<br />13,
<br />is,
<br />is,
<br />Ir
<br />;r
<br />Ir
<br />IA
<br />ly
<br />ly
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />is'
<br />13,
<br />Ir
<br />13,
<br />a Cron
<br />tr
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />13,
<br />1 1 12TS
<br />0 f/41
<br />6 1/4'
<br />$1/4-
<br />8 1/4'
<br />6 1/4-
<br />a Ile
<br />8 (am-)
<br />a I/e
<br />a I/r
<br />a 1/4.
<br />6 I/r
<br />0 1/4'
<br />6 1/4-15
<br />(ow.")
<br />Ir
<br />V
<br />Ir
<br />10 1/2'
<br />13'
<br />Ir
<br />7r_
<br />7'1—/2
<br />=1/2
<br />13'
<br />4 112"ll
<br />CrOP)
<br />),V-W
<br />To
<br />Ir
<br />4r
<br />Ir
<br />Ir
<br />13'
<br />a llr
<br />Ir '7
<br />—1/2'
<br />2 1/2"
<br />5 1/2"
<br />Ir
<br />5 1/2*
<br />1 (top)
<br />TO
<br />Ir
<br />7'
<br />Ir
<br />Ir
<br />ly
<br />1 10 1/2
<br />1 Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />S"
<br />1 (BOTTOM)
<br />13'
<br />7 I1r
<br />13'
<br />13'
<br />ly
<br />__F_
<br />10'
<br />Ir
<br />10'
<br />It'
<br />Ir
<br />ir
<br />s s1r
<br />I (somm)
<br />lr
<br />5
<br />10 1/2
<br />13
<br />Ir
<br />7"
<br />7 1/2
<br />5 1/2
<br />iy
<br />4 1/2'
<br />2 (TOP)
<br />Ir
<br />1.
<br />Ir
<br />Ir
<br />13
<br />T_
<br />IJ2'
<br />—
<br />13
<br />9 1/2-
<br />9 I/r
<br />6 1/2-
<br />Ir
<br />5 lIr
<br />2 (w)
<br />iy
<br />1.
<br />ly
<br />13,
<br />ly
<br />a 1/2
<br />ir
<br />2112
<br />10 1/2
<br />7 1/2
<br />Ir
<br />8 t1r
<br />2 (BOTION)
<br />ly
<br />7 j1r
<br />IY
<br />ly
<br />Ir
<br />10`
<br />ly
<br />to-
<br />It-
<br />W
<br />IY
<br />ir
<br />r
<br />ly
<br />Ir
<br />Ir
<br />1, 112
<br />jr
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 llr
<br />3 CW)
<br />Ir
<br />7 1/2-
<br />1 Ir
<br />Ir
<br />10*
<br />13"
<br />10'
<br />it'
<br />1.
<br />13,
<br />(WI
<br />1/4'
<br />6 Ile
<br />12 112"
<br />5 Ile
<br />-
<br />-
<br />a 1/4*
<br />5 4-
<br />F-M—MTOM)
<br />-
<br />-
<br />2 1 -I!
<br />! 1/4 -
<br />6 Ile
<br />��
<br />12
<br />-
<br />I —le
<br />JCI We
<br />7'
<br />31
<br />r
<br />5 llr
<br />7-
<br />7 WI
<br />—
<br />Ir
<br />4-
<br />Wl
<br />_r
<br />4 (TOP)
<br />r
<br />W
<br />_!��
<br />V
<br />r
<br />4'
<br />S'
<br />4
<br />4 llr
<br />-3 llr
<br />6 I1r
<br />4 OW)
<br />a-
<br />S,
<br />4 rMW
<br />5 lIrl
<br />7 1/2-
<br />4 (WITOM)
<br />—
<br />7'
<br />Ir
<br />13
<br />Ir
<br />91/2
<br />Ir
<br />01/2
<br />10 llr
<br />7 1 Ir
<br />Ir
<br />w
<br />5 (UP)
<br />137
<br />3 Ilr
<br />E212'
<br />13,
<br />13
<br />Ty
<br />Ir
<br />10`
<br />ly
<br />le
<br />it,
<br />Ar
<br />13
<br />ir
<br />t 1/2-
<br />10 I1r
<br />I 'Ir
<br />Ir
<br />—1/2-
<br />5 (BOTW
<br />ly
<br />e 11r
<br />Ir
<br />1Y
<br />Ir
<br />I
<br />Ir
<br />to'
<br />11
<br />Ir
<br />3.
<br />1 Ir
<br />LTO len
<br />Ir
<br />I r
<br />Ir
<br />-
<br />r
<br />T1_/2'
<br />,
<br />511-
<br />1 13 -
<br />7W'-,/-r
<br />a (TOP)
<br />Ir
<br />r
<br />Ir
<br />13,
<br />Ir
<br />a /2"
<br />ly
<br />IS ilr
<br />-
<br />-
<br />16 1��LS
<br />1/4"16
<br />I/rI6
<br />1/+'I
<br />. - _
<br />T_171V
<br />a Wort.-)
<br />It
<br />6 1/4'
<br />8 lk�_6
<br />16 114� 16
<br />1/4'16
<br />s1z NEXT I I FOR ANDINK TIK * VACM FOR 4HISIALLAM4 Win WOW nAMIE INIUMM
<br />* MIMMIN ANMIOA VAO4Q$ AM WARIM EIM VSIMOE ARE MOM ON IRS WHOOME FOR EM
<br />LESS TiM 01MCATIED ON SDMAX REMICE ANC*W SRAM BY #AX?ftVft SPACING SiM M
<br />SM%U BY TK FW404 FAVADIM4 FOR TM OPMATION to WE POSSUL REDCOU) SPAC"
<br />Off[AW UNK FACIOR IIIALL NOF BE LESS THAN LAWN MY410 INDIMID MR EACH N40M rM
<br />ON not SCHEDML
<br />Ile.
<br />1/4.
<br />11-C.
<br />1,141.
<br />1/4'.
<br />1/101.
<br />ANCM M
<br />ww
<br />Xxv
<br />RM
<br />WM" ANDW WAGING
<br />3
<br />3
<br />31
<br />3
<br />2 lIr
<br />21/2
<br />mwamL"mw
<br />3—
<br />3,x
<br />3 I/o
<br />3 lIr
<br />AcRK mm wpm (FA)
<br />LAM
<br />SPACINGS ONLY VXM WHEN SPACERe:jEE) SEE WE &0 MAY. AS.O
<br />DEM LOADS & MAX PANEL LL%-M SFACER S U
<br />DESKIN I"
<br />MAJXVLIM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />61-W
<br />> 40 PSF TO 50 PSF
<br />V-2'
<br />I > 50 PSF TO 50 PSF
<br />W-10"
<br />A MAX. PANEL L04THS ARE ON
<br />/ A VAUG FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS W/ SPACER AT 12 1/2' C.C�
<br />ANCHORS (SEE SECTIONS & ALTE"TM ON SHEETS 13� 14, 15 &1
<br />R-IA/13, R2A/14 R-3A/K R-29/M R-30/14. y
<br />3 MA`*
<br />D. M. *R-IAW/15, R-2AW/15, R-3AW/16. R-IBW/15. R-29W/15. R311W/16.
<br />0 0 0 0 �01 I
<br />ma
<br />Ile
<br />LAW. a
<br />1
<br />t �
<br />R.
<br />Eau
<br />1 1
<br />i
<br />LA I Sf*W PAN 1,
<br />1 1
<br />*�
<br />1/4-*-2Dxl- S.S. BOLTS
<br />,�p
<br />(USt FOR PANEL LEONCGTH
<br />OVER 7 -6
<br />__ -_ 1 ---- I _J�
<br />;A�STORM PAN
<br />I
<br />REGULAR STORM I AMEL
<br />-------
<br />. i
<br />1 1
<br />i._7 - -
<br />-----
<br />1/4 '10-200-
<br />47-
<br />S.S. BOLTS
<br />AT EA, OVEF
<br />L
<br />-_ I-
<br />REG"
<br />STORM PANEL
<br />Maw PANEL
<br />A/13. R-.WI4. R-10/13. R-29/1& A-WK
<br />-2AW/15. 11-30/10. L01-iIII-ION/lIS, R-20W/15. R-30N/10.
<br />(SEE SWROW At ALTDOWIMS ON SHEETS 11 14, It
<br />UEE SAFETY SMRM PANEL ELEYAIIQN (t)
<br />2.687' SCALE 1/4-.1-
<br />v-0
<br />LIFE SAFiTY PANEL
<br />EXTERIOR
<br />pm
<br />REG"
<br />STORM PANEL
<br />W-ff' 0 +1AOi -40.0 PAX
<br />(W/ mmnw me PlAm LEmm WLT)
<br />0 4,510. -44 0 PA I
<br />(W/O OVERLAP MW PAM LWM-'SOM
<br />USE 21-B, MIN. PANEL LENGTH
<br />AT ALL MOUNTINGS
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEW UP TO 170 mp.h.
<br />sop
<br />Mo.
<br />24 GAGE GALVANM MM =0 PAMEL WMIN of.
<br />Ilse. GLOBAL PROTECTION PRODUCTS, Lim,
<br />low &w. 5' svw
<br />WML I. All
<br />(m)8ft-7s4& m (11"3682,41m
<br />INSTAUATION
<br />DETAILS
<br />EQR UFE SAEETY PANEL
<br />INTO
<br />WDQD STRUCTURES
<br />i.Z.11T —.11
<br />X,
<br />R 0 V O.C,
<br />_g* TA;j �C.
<br />TNKW
<br />=R a #I O.e.
<br />MAX.
<br />1/4'
<br />1/2* 1/4-
<br />/2*
<br />E,
<br />io
<br />o
<br />1 1,01 FA
<br />AI c,"V
<br />IL
<br />Doan
<br />_4_
<br />QLAn
<br />v 6x.
<br />_L� 1w.
<br />W. ug
<br />ANS, LENGTH "0
<br />PAND. LENGTH
<br />11
<br />1 PANEL LENGTH
<br />(SEE: ELZ69M
<br />It ON SHEE1` 12) 0 PANEL LENGTH
<br />(SM E"TION
<br />(SM EL&ATM
<br />ON SHEET 12)
<br />A
<br />(SEE ELEMWN
<br />ON SHEET 12)
<br />I
<br />t
<br />ON 12) IS
<br />t
<br />I min W.
<br />11-�--SEPAMM
<br />1 0
<br />on
<br />TO CLAS&
<br />A I*
<br />i
<br />GLASS,
<br />I
<br />/-I 1 If—savi"Ar",
<br />q
<br />t
<br />A TO CLAM.
<br />Z,
<br />V
<br />Z I
<br />7—
<br />_j
<br />_,v
<br />LT
<br />P i
<br />1
<br />D.C.
<br />S06000WO W/ STUD
<br />4'0 TAPOOR
<br />ANCHOR 0 9' O.C.
<br />STAcatm w/ STUD
<br />REQUIRED
<br />2`1x4* WOOD
<br />-KATE
<br />REQUIRM
<br />REOUIRED
<br />AIV
<br />AMP R-2
<br />VVELMAR 0
<br />PAN'
<br />0 ILI OW"A
<br />Has
<br />"m W/O
<br />EL
<br />0 .4
<br />iRLTRIIENGUMLAR &W WIEM EMEL
<br />His WAL��
<br />FLORIDA
<br />BUILDING CODE
<br />(Non HIgh Velocity Hui carni Zone)l
<br />"m Wata, 1401
<br />.44167 24 GAGE GALVANIZED STEEL STORM PANEL ma w.
<br />I. INSTALLATION ARE ONLY VAUD FOR &S.D. DESIGN
<br />PRESSURE RATINGS (P^0 AND PANEL UN67HS AS
<br />PER ELEVATION ON SHEET IL
<br />% GLOBAL PROTECTIO
<br />sl% STATE 0 ILIECOomc.
<br />N PRODUCTS, U.C. am-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUn4ERN PINE No 2, W/ SPECIFIC
<br />MOO &w. $1 sow
<br />ILIJT a WAW� fL 33314
<br />�%, % Alow m�rl= .
<br />n
<br />20-175
<br />DENSITY OF M55 OR EOUAL
<br />P"am OtIH)"N_75W
<br />-ITI= to
<br />I
<br />IN., (254)nl�
<br />amm N.
<br />44 U �T ---
<br />MIN,
<br />start is or it
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P...I)
<br />M"LIM ANICHORS SPACING FOR MIN ER PER WHEOUIX BELOW
<br />LENM
<br />(ft.)
<br />DESIGN
<br />PRESSURE
<br />RAIIINS
<br />(P-f)
<br />MA)AELIM ANCHORSSPACINQ FOR MIN LD PER SCHEDULE m4ww
<br />EL
<br />LENGTH
<br />(ft.)
<br />1APCON
<br />SDUIO-W
<br />P
<br />ZAMAC-NAIJUN
<br />CALX_4M
<br />TOWN
<br />I SOJO-SET
<br />PANELVATE
<br />FEMALE
<br />ID
<br />_m"
<br />CALK -IN
<br />It
<br />a ANT
<br />OF THEM
<br />3k
<br />To
<br />CoMmIDE
<br />To
<br />TO
<br />,a
<br />�k-3k
<br />To
<br />TO
<br />OF THILM
<br />To
<br />mmm
<br />ca,
<br />To
<br />'A'
<br />10
<br />comal0l:
<br />cer
<br />TO
<br />w&,"V
<br />to
<br />>.S5, -46
<br />TO
<br />+n -75
<br />Tr
<br />it,
<br />13,
<br />13,
<br />Ir
<br />13,
<br />Ir
<br />"r
<br />Ir
<br />12*
<br />ir
<br />to,
<br />I crom
<br />V-d"
<br />OR
<br />LESS
<br />1
<br />+M -75
<br />.1 TO
<br />to-Intot
<br />Ir
<br />r
<br />Ir
<br />10 112"
<br />Ir
<br />6
<br />a i/2'
<br />7 1/2'
<br />6 llr
<br />Ir
<br />4 i/2'
<br />I (TOP)
<br />51-41"
<br />OR
<br />Ir
<br />it,
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13r
<br />Ir
<br />ly
<br />IV
<br />.:04
<br />I (iTn�
<br />Ir
<br />6 lIr
<br />Ir
<br />Ir
<br />Ir
<br />sr
<br />ir
<br />9,
<br />to*
<br />7 yr
<br />ir
<br />r
<br />-
<br />I Fool -row)
<br />ly
<br />11'
<br />Ir
<br />73'
<br />13,
<br />13'
<br />13"
<br />ly
<br />Ir
<br />Ir
<br />ly
<br />lo'
<br />2
<br />2 CTOP)
<br />S"
<br />jr
<br />10 1/2'
<br />IY
<br />6 I1r
<br />Ir
<br />6 t/2'
<br />7 1/2*
<br />5 llr
<br />Ir
<br />4 1/2*
<br />2 (W)
<br />Ir
<br />it'
<br />ir
<br />".
<br />Ir
<br />Ir
<br />Is,
<br />Ir
<br />Ir
<br />12,
<br />Ir
<br />lar
<br />TON
<br />2 (ammm)
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />9 1/2'
<br />IY
<br />9 llr
<br />In ilr
<br />7 llr
<br />13'
<br />6 1 /f
<br />2 (Samm)
<br />73'
<br />it*
<br />ir
<br />Ir
<br />is"
<br />1�y
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />13'
<br />to,
<br />13 (TOP)
<br />Ir
<br />r
<br />Ir
<br />13"
<br />13'
<br />0 1/2'
<br />IY
<br />9 1/2'
<br />10 1/2"7
<br />I1r
<br />ly
<br />e
<br />3 (w)
<br />-
<br />-
<br />t2 1/2'
<br />12 I1r
<br />9 1^'
<br />6 1/0112
<br />IA"12
<br />IOr
<br />-
<br />61/4-
<br />6 Ilels
<br />(evilrom)
<br />-
<br />: -
<br />f2 1/2-12
<br />1/216
<br />1/4'
<br />6 1/4-12
<br />I/r
<br />6 1/4"
<br />6 IAV
<br />6 IIV
<br />3 (BOTTOM)
<br />Ir
<br />51
<br />r
<br />r
<br />1.
<br />S'
<br />W
<br />0 t/2'
<br />_r
<br />r
<br />jr
<br />4 1/2"
<br />4 (TOP)
<br />7'
<br />r
<br />W
<br />5 1/2'
<br />Ir
<br />3 Ile
<br />B*
<br />4-
<br />4 1/2'
<br />y
<br />01/2-
<br />2 11C
<br />4 W)
<br />S"
<br />-
<br />1.
<br />-
<br />8"
<br />or
<br />a,
<br />I -
<br />a.
<br />4 (BOTTON)
<br />a,
<br />It"
<br />s I/el
<br />-
<br />7'
<br />Ir
<br />Ili
<br />Ir
<br />ly
<br />ly
<br />37
<br />Ir
<br />Ir
<br />Ir
<br />12"
<br />Ir
<br />to,
<br />5
<br />13,
<br />0 liT
<br />Ir
<br />ly
<br />ir
<br />Ir
<br />13"
<br />9,
<br />1 to*
<br />7 tir
<br />I
<br />S,
<br />5 CROP)
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />ir
<br />IV
<br />to"
<br />5 Mariam)
<br />13r
<br />7'
<br />Ir
<br />ir
<br />sr
<br />s lIr
<br />jr
<br />9 1/2'110
<br />1/217
<br />I1r
<br />13"
<br />6 -
<br />5 mrm)
<br />Ir
<br />III
<br />IS*
<br />13,
<br />Ir
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />to,
<br />6 (TOP)
<br />Ir
<br />y
<br />Ir
<br />to i
<br />Ir
<br />It 11r
<br />jy
<br />6 1/2*
<br />7 I/r
<br />IS I1r
<br />13'
<br />4 1/2-
<br />6 CrOP)
<br />-
<br />-
<br />6 1/4"
<br />a Ile
<br />1 1/4'
<br />1 1/1
<br />6 Ile
<br />6 1/4*
<br />6
<br />0 1/4'
<br />6 1/4'
<br />6 l/1V
<br />6 Ile
<br />61/1'
<br />6 1/1'
<br />6 1/4"
<br />6 1/4*.S
<br />(901T.-)
<br />15'
<br />7 1/2*
<br />ly
<br />Ir
<br />Ir
<br />le
<br />Ir
<br />IF
<br />w
<br />—
<br />Ir
<br />I
<br />7 1/2-
<br />1 CTOP)
<br />.
<br />>V-r
<br />TO
<br />Ir
<br />r
<br />Ir
<br />—
<br />to 1/2'
<br />Ir
<br />—
<br />6 I/V
<br />—
<br />Ir
<br />61/2 -
<br />7 I1r
<br />5 1/27
<br />1 Y
<br />4 1/2*
<br />1 (TOP)
<br />To
<br />_5"
<br />17 I/V
<br />13,
<br />13,
<br />Ir
<br />110 1/2'
<br />IY
<br />101/2111
<br />1/2'
<br />d'
<br />lr
<br />1 7'
<br />1 (BOTTOM)
<br />Ir
<br />6 11r.
<br />IS'
<br />ly
<br />IS'
<br />'.
<br />Ir
<br />V
<br />10,
<br />7 1/2"
<br />Ir
<br />e
<br />I morrom)
<br />_13"
<br />13"
<br />17 11r
<br />Ir
<br />Ir
<br />is,
<br />I Icr-
<br />ly
<br />ior
<br />I it'
<br />a'
<br />iy
<br />5 'Ir
<br />2 (TOP)
<br />Ir
<br />13
<br />10 llr
<br />13
<br />6 llr
<br />ly
<br />6 1/2 -
<br />7 1
<br />5 1
<br />1 y
<br />4.1
<br />7
<br />is,
<br />17 t1r
<br />Ir
<br />ir
<br />Ir
<br />to 1/2*
<br />13*
<br />10 I/rll
<br />lIr
<br />st,
<br />1 ly
<br />'r
<br />2 (BOTTOM)
<br />Ir
<br />___V
<br />7,
<br />1 tr
<br />1 13,
<br />ir
<br />S tie
<br />In
<br />9 1/2
<br />1.1�T
<br />7 I1r
<br />r
<br />6 llr
<br />2 (BOTTOM)
<br />Ir
<br />7 lIr
<br />Ir
<br />13,
<br />ir
<br />to 1/21
<br />ir
<br />'IV
<br />11 llr
<br />r
<br />I IV
<br />3 CTOP)
<br />Ir
<br />r
<br />ly
<br />Ir
<br />Ir
<br />a I Ir
<br />Ir
<br />a 1/2-
<br />10 1/2-
<br />7 llr
<br />Ir
<br />3 mm
<br />121/2'
<br />2 I/V
<br />41 1/4'
<br />6 Ile
<br />_10
<br />12 I1r
<br />6 1/4-
<br />-
<br />6 114*
<br />_.r_
<br />6 1/4r
<br />3 (BOTIOM)
<br />7
<br />-
<br />!2 I1rj2
<br />I/V
<br />6_1/4"
<br />0 I1V
<br />h2 llr
<br />6 t/47
<br />-
<br />_27IFr
<br />or
<br />7 I/r
<br />e
<br />r
<br />4 i1r:
<br />—5.
<br />3
<br />7-
<br />r
<br />4
<br />7'
<br />r
<br />r
<br />5 1/2-
<br />7-
<br />3 1/2'
<br />W
<br />.4 1/2*
<br />or
<br />0 lIr
<br />T-pq-
<br />o,
<br />-
<br />4 MOTION)
<br />e
<br />1/2*
<br />-
<br />w
<br />-
<br />1/2*
<br />4 (Balmom)
<br />Ir
<br />7 1/2'
<br />IY
<br />13,
<br />ly
<br />10 1/2*
<br />Ir
<br />10 'a
<br />r
<br />13'
<br />r
<br />5 W)
<br />ly
<br />6 I1r
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />st,
<br />Or
<br />5 (TOF)
<br />13,
<br />7 I/r
<br />.
<br />ly
<br />Ir
<br />to 1/2'
<br />ir
<br />to VV
<br />-!!T
<br />it 1/2'
<br />a-
<br />Ir
<br />r
<br />1. k_)i
<br />Ir
<br />r
<br />Ir
<br />t3l
<br />Ir
<br />I lIr
<br />Ir
<br />9 I/n2
<br />0 t/2"17
<br />!�T
<br />!*
<br />1 ily
<br />r
<br />14
<br />5 Isamu)
<br />-1y
<br />7 1/2-1
<br />ir
<br />ir
<br />I
<br />04
<br />I 3'
<br />101/2,11
<br />1jr
<br />a.
<br />Ir
<br />r
<br />is (Top)
<br />13'
<br />-
<br />1.
<br />ly
<br />13,
<br />e 'Ir
<br />13,
<br />0 1/2'
<br />7 llr
<br />IS 1/1
<br />11r
<br />4 (Tw)
<br />16 111CIS
<br />1/4'15
<br />13/4;IL
<br />/
<br />1
<br />0 l/rIs
<br />Im
<br />Kz
<br />:._-,7/,N
<br />a (Balt-)
<br />SM SHEET I I FOR ANCHO" TYPE & SKWIMO FOR VOTAIIAMORS NO WOOD NAME &Abft&
<br />WMAN &WNW VAOM AM WN" VOWE DISMOF ARE MCM ON M WHIVAL FIN I: a
<br />LVIS THANI mm" SPAO" BY MULTOVYHO SPA046 ON
<br />j1WhC=L0MW5CHIPAV"MVVnWW Ann mfolaw to w possiKE Immucat vAcm
<br />smiEbm to M
<br />OBTAIMM OEM FACTOR SIALL MIT BE LESS IHMI MIMOAN 9V&M SOW= IN FAM Allm" TM
<br />IRS 1KNOME
<br />1/4'.
<br />1/4'.
<br />1 1/4'.
<br />1 1,66".
<br />1 1/4.
<br />1/4'
<br />MOM" TAW
<br />wwomii
<br />ma it
<br />me
<br />_m
<br />UPON" ANCHOR SPAOM
<br />/r
<br />I IA
<br />-- 00
<br />mommom 1
<br />m
<br />mumaim.04 t�!!m SACK
<br />AGRAI, OW DWINZ �FO
<br />IN
<br />JO IS USED. SEE 11 FOR MAX. A.S.D.
<br />WE
<br />WHEN SPACER IS USED.
<br />3-1
<br />2w
<br />al A
<br />AS.D. DESIGN IMP
<br />MOMM PANEL
<br />LENGTH
<br />40 PSF 09 LESS
<br />S,-r
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />V-10"
<br />A MAIL PANEL LENGTHS ARE C?&�Y VALID FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />z i, 10 111! F3 t 161 Z 0 113 k E I I I; V; to] A A I A 4 W-0 1: 4 fo a; V z 14
<br />GO: SHEETS to to FOR m000%
<br />MOM Tm
<br />TYPE & SPYICINQ FOR INSTALLATIONS WO
<br />AND MOO"
<br />MININNIA #0001 VACM 0.)
<br />3
<br />EWE DISTANCE AK 04WAM 0 IM
<br />smimum Fm r D. U3S TAM "Ma""a
<br />om SCHEEXLE RED= ANct" SPACING
<br />Acom =won
<br />m"
<br />BY
<br />SCHOXXX BY THE FOLIVAW FACIOW
<br />IN THIS OPOLVION TO IM POSSIBLE,
<br />om
<br />REDIVOED SPACING 01RANED Loa
<br />FACM SVJ.L NOT BE LOS THIN
<br />tw
<br />"I
<br />MU" SPACOW 0101CA10 MR EAcH
<br />ANOM INK ON THIS SCHURILL
<br />Ila
<br />o
<br />LIL'i
<br />mm
<br />VION
<br />12)
<br />INSTALLADON DETAILS FOR UEE SAEEa PLANEL 01
<br />ISTO WOOD SIBUCTURES
<br />O.C. D.C.
<br />2
<br />A 1/2' 1/4*
<br />/2'
<br />Ulm
<br />V�
<br />.4
<br />V.
<br />It
<br />GLASS
<br />If
<br />PA%TL LENGTH
<br />PANEL 'LENITH (SM V"TION
<br />(SEE ELOATION ON SHEET 12)
<br />If
<br />ON SHEET 12)
<br />rO GLASS,
<br />ON —
<br />CLAW.
<br />EQ.
<br />L
<br />Wm_ 2-x4- WGQq
<br />PLATE
<br />REQUIRE0 REOUIRW
<br />PLUS _1/4-# PANELMAIZ PLUS
<br />A 0 12 llr D.C. ANCHOR 0 12 1/:r 0.0,
<br />N
<br />g"
<br />f =REGUW AM PANEL
<br />woubmas
<br />SCSI 3/8-1- 1p.
<br />E
<br />It
<br />44167 FLORIDA BUILDING CODE �Nom High Voloofty Hu c a Zone)f
<br />24 GAGE GALVANIZED SM STORM PAN!
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