|
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<br />END CLOSURES DETAILS._ FOR tNSTAW AT)ON 1N POURED CONCRETE.
<br />WOOD REGULAR.
<br />CONCRETE BLOCK OIL URUCTURES: VALID FOR LIFE
<br />SAFE' & E—Z HANG STORM P.ANEL_(f) YS� TFFMS
<br />N
<br />.2+
<br />ORVAI"
<br />♦t_J & h0 „e r ! r
<br />i 2' . S` a _*Ar 3108 N-14 �{
<br />AVOLMISO f M 3/6-
<br />Q'2'
<br />AN" WAu'rN 114"0 1 "• .:
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<br />CONC6ET6. ._ « #
<br />" - ,. t 4 i CabAiN 4 ( 9 4rp x 3 t+RUPGU / f Ate. tl
<br />6LOOK'N1.3 A# In10D�'.' CORCNEIE 81ACK D17 � AN4'NC&4 12" ¢��i.
<br />REmi11RF0
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<br />RE11UIgEtr �
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<br />AAOfPH AAX310R
<br />ten x'r2•.JwS'm 7L77M7E LET 1OFAt5071
<br />«a W 12 wC VAAIES.
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<br />2
<br />97K L 44 ALtAI. ANGE'OR
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<br />'R 31 N56i PLiCWEO CONOR$tE_,,
<br />.,NNEi; ;tmNCRE1E, e
<br />� TRA4r waTAi. AJ141. NaPf PLATE K;,, OR 2 K NDOO f
<br />7 OS-Nfi ORS 'M^ 1• i1 Rf.OWREA
<br />%
<br />COWT-7B ALLaY '7 2 i/2" '-
<br />COITL ALUM. ANCIE i � Mon. t 7 J4
<br />j/C #BOLT • e ..Wr
<br />e 12" c' 05•,Ira OR I063-18 ALLOT
<br />W/JA"vIuT cent ,Aim Amax
<br />CASE A . (PLAN) GAS B LAN) ME CC (PLAN) ME, D (PLAhI7
<br />SCALE SJ4rA1• SCALE Ilew SCALE 1/4--l" SCALE 1/4'-1-
<br />> � � Soup-trr OR CASK_10
<br />_ 13Am PANDUATE
<br />i 1607TOM IPl ! $, NEE,=
<br />13X POUNEO CO€ELRE'E OtRDN2CI1IE/K Wool)
<br />(14N.ANEL ;& (m FRAME AS APPLICABLE 10 it)
<br />OVERLAP NO Ye4000 fAK O7N311S6t7E(ES�f5 $.
<br />WrOj
<br />OPEIONG WIDTH) trA M CO rW/di1E REOUWEo ;. ...
<br />'
<br />9 4` AaAMEa � • _ 3J� Mcx. ;.
<br />VARIES ""' "^' "-'
<br />PARALLEL TO
<br />1 WALL (LEVER CUT 1761 AAs4L)
<br />i
<br />Is &Q. DVANCL ;
<br />"v J 3NNHIfNHiAAA. i.113N1
<br />6i.
<br />i/t1A-m 8ti.T# 7E
<br />. SNq W ,W4 GR r: 3t A, Ti s x I' T
<br />••"/✓'' SCALE14
<br />[ riax+r ••,•••• ✓ VAUD FM DIRECT MOUNT INSTALLATION ONLY &
<br />wrrac hewGEN .
<br />t'y `Y' r•, Sr+
<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />N0. 44157 SURFACE LEVEL VAf6AMONS WITHIN 3/4•
<br />q •�:03
<br />_ FLORIDA BUILDING CODE n high V6(0c)1 My cone Zone)
<br />�n+A �J E (ELAN) CASE F �PLANi
<br />MFk E _ ', .W as m m. a1a.. 24 CAGE GALVANIZED STEEL. STORM PANEL FA
<br />SCALP~... 1/4"-1" SCALE 1/4',r1° -_"'_°"° `_"' OWN sr,
<br />!''
<br />y,e♦•^.,?GORIDP^,:;.°j�
<br />'�
<br />EI�.1 @ tNe. GLOBAL PROTECTION PRODUCTS L IC afmraN6
<br />f Me
<br />_
<br />smi
<br />A I/111 IIIdjLL /.r %28'4G7 :16W 3M, ni 13,4
<br />f 'tT TtSN TfSTaIO�R COMMA TANG, r1_
<br />t 20-175
<br />W,
<br />/ ,a,.. Gt1T An- sea . ti ,Day d+-,m P+1091♦'e (aa4)eeF-Two-. f7k iaaiJ�-67W
<br />a4.�,,,1„-�te�N. ,Ir r iMsl, lYN for 4AifPr as Drtr,Wa Na
<br />P,E.. ... WNASaA Arip,G
<br />s :. 6KRY' a,1r 7A
<br />SCHEDULE FOR REGULAR STAR PANELMINUALLAIMIS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL @iNsrxIATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS S 6, 7)
<br />MAX, A.&D,
<br />PEE
<br />R4'riN(i
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOIM1 ON SHEETS 6 It 7
<br />APPLICABLE
<br />TO
<br />ANY
<br />OF }NE}.1
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />IV
<br />t.
<br />(tti
<br />TAPCON
<br />LAD SCttEW
<br />P44ELMATE
<br />FEMALE ID
<br />PANELIAXrE
<br />PLUS
<br />WOOD BUSHINGti
<br />53'
<br />1J"
<br />IS'
<br />13`
<br />73'
<br />1w
<br />6 1/2•
<br />6 1/2"
<br />51/2•
<br />s 1/2`
<br />817Y
<br />2W CI13P7
<br />72 iJ2'
<br />6 1/4'
<br />(BOLT°j
<br />5•-W
<br />6'
<br />6"
<br />6`
<br />Ir
<br />Imo/
<br />EAR
<br />LESS
<br />_
<br />3w
<br />J
<br />(T trw
<br />+45,-45
<br />OR
<br />LESS
<br />13"
<br />Y3"
<br />__13*
<br />tJ`
<br />f "
<br />3
<br />1 ' r
<br />3
<br />4W MOTTOMI
<br />13"
<br />13'
<br />13'
<br />13`
<br />B 1J2
<br />W (TOP)
<br />13,
<br />13•
<br />13"
<br />13"
<br />6'
<br />IW (wrisim).
<br />6 1/2`
<br />a 1/2"
<br />6 1/2-
<br />6 1/2'
<br />1 6 1/2-
<br />(TOP)
<br />-
<br />-
<br />6 1/4•
<br />72 1/2"
<br />a 1/4`
<br />WIT 1)
<br />7 �0'
<br />4 2`
<br />f /
<br />4'
<br />6 i a'
<br />S T 8
<br />!
<br />(TOR)
<br />4'-4' 1
<br />4 i /2 '
<br />tf 4 2"
<br />7"
<br />7"
<br />-
<br />3w iBQROM)
<br />so IAA
<br />9 1/2'
<br />tx'
<br />W EDP)
<br />IS'
<br />73`
<br />13`1
<br />13•
<br />$ iJ2'
<br />4w mO1TWf)
<br />4 SEE TABLE 11 FOR MAX A.S.D. DESIGN LOADS & MAX PANEL 6DIGMS WHEN SPACER @
<br />. IS
<br />USED, CORRESPONIDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. AB.D.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS 'SPACING FOR LD. - AS SHOWN ON SHEETS 6 As 7'
<br />APPLCIar
<br />IC
<br />- 6' �'
<br />OF THEM
<br />lm1
<br />NAUN
<br />PANEL
<br />LENGTH
<br />(H•)
<br />TAPCON
<br />LAG SCREW
<br />PANELM41E
<br />FEMALE W
<br />PANEUd TE
<br />PLUS
<br />WORD BU5HIND
<br />-
<br />13,
<br />13'
<br />13•
<br />I3"
<br />3"
<br />Isi
<br />l3"
<br />13"
<br />6"
<br />7W (BMW
<br />-
<br />`_
<br />-
<br />6 i/4'
<br />121/2-
<br />6 1/4"
<br />2WOR
<br />7'
<br />71/2'._-.
<br />6'
<br />8`
<br />(-
<br />LESS
<br />7 1 2-
<br />S'
<br />er
<br />3W
<br />13'
<br />131
<br />13"
<br />13•
<br />1 "
<br />3
<br />(TD1')
<br />+43 -46
<br />TO
<br />#75, -75
<br />F J"'
<br />I3"
<br />I 3"
<br />73"
<br />13'
<br />4w (60iNM )
<br />..
<br />1W
<br />13•
<br />'13,
<br />13"
<br />Is,
<br />a Ile
<br />IN MusloM)
<br />$ 1/2`
<br />6 1/2"
<br />5 1/2'
<br />$ 1/2'
<br />6 i/2•
<br />pw (TOP)
<br />-
<br />-
<br />6 1/4"
<br />12 1/2'
<br />6 i/4'
<br />(97")
<br />4 1/2"
<br />5'
<br />7 1/2'
<br />71/2'
<br />'-
<br />3W (IDP)
<br />TO
<br />r•-B•
<br />5`
<br />5 ]/2`
<br />8"
<br />8'
<br />(W"W)
<br />1,5`
<br />12'
<br />t3•
<br />73"
<br />5 1/2'
<br />W (TDPj
<br />tY
<br />13`
<br />13'
<br />13`
<br />to-
<br />4w (BOfR1L1),
<br />' SEE TAME 11 FOR ARC. AS.O. DESIGN LOADS &&TAX. PANEL LENG'R S WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />ABLE in.
<br />A
<br />A.S.D. DESIGN WAD
<br />Mkvm PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-i3"
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />a MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS
<br />ANCHORS & Wf R SP4WTN,) 1 f2" D.£yZE
<br />,Y-W 44167 4a03D nl,COO. kIC167faD. Kc
<br />24 GAGE GALVANIZED STEEL STORM PANTY
<br />Tr.
<br />d41M1 6It
<br />.ORAL PROTECTION PRODUCTS, I.I.C.
<br />a7/1fi0�
<br />aae
<br />+eau 9.x 6t AlK4Er
<br />20-175
<br />1WR n. 3asl4
<br />,410NFa (A9 N-.7646. fAR::=a61)IW➢--
<br />(VAUD ONLY FOR PANEL(j> INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5)
<br />Am. A.S.D.
<br />PRESSIER
<br />(P,e,f•)
<br />MCOMILM M40NM SPACING FOR MN ED. PER SWIEDUtt BELOW
<br />AAPPUChNt
<br />O
<br />€AAAswM
<br />PIE€ UTN
<br />LPL)
<br />MAX 45,0,
<br />ASSURE
<br />(p.e:r.)
<br />MaiOMUM ANCHORS SPACING FOR UN ED. PER SDKDLIt.E SEM
<br />APPtlOPBLEOEM
<br />W IT
<br />OF 71EAa
<br />UM
<br />AW€eAL.
<br />ENGTH
<br />in:)
<br />TAPCON
<br />SLRY/-SET
<br />PAMEILAINTE
<br />..-
<br />?,MAC-NAjUN
<br />CALK -IN
<br />TAPCON
<br />SDUD-W
<br />FEWLE
<br />ZA MC-NALIN
<br />CALK-W
<br />m
<br />m
<br />1Q
<br />m
<br />m
<br />CI
<br />`itlEM
<br />ill
<br />m
<br />m
<br />1a
<br />a7MaW'R
<br />10
<br />p6kdNh
<br />TD
<br />+45, -45OR
<br />LESS
<br />IS
<br />13
<br />t3
<br />93
<br />13
<br />13 :
<br />13'
<br />t3.
<br />13
<br />t3
<br />73"
<br />1J"
<br />1 -..
<br />5,-6'
<br />OR
<br />tS9
<br />.0, -45
<br />+65, -65
<br />1A'
<br />13
<br />13` :
<br />73
<br />73"
<br />13"
<br />13
<br />1-.
<br />i3
<br />13:
<br />1 2
<br />(TOP)'.
<br />s,-6,
<br />OR
<br />LESS
<br />: ,
<br />13
<br />13 '
<br />I " '
<br />3 -
<br />13 '
<br />i 3"
<br />,.
<br />13
<br />13r
<br />}e4",...
<br />73'
<br />i3"
<br />-
<br />iS'
<br />(@73tY )
<br />9 ... OtA
<br />1Y,. ':
<br />13`
<br />13'.:.
<br />TV
<br />13,
<br />13,
<br />F1.
<br />i3"
<br />le
<br />13'
<br />jr11
<br />t 2
<br />1
<br />1 (BCTSGM)
<br />13'
<br />13,
<br />t3"
<br />t
<br />i3'
<br />13'
<br />13"
<br />13r
<br />tar
<br />iY
<br />13'
<br />tY
<br />? ([OPj
<br />13'
<br />Tr
<br />1Y
<br />13r
<br />t3'
<br />13'
<br />: 13
<br />13,
<br />t3'
<br />13"
<br />l3"' 'Tt
<br />1Ja
<br />2 (70P)
<br />13
<br />73'
<br />}3
<br />13
<br />13•
<br />93
<br />43"
<br />I3
<br />iS
<br />Y3
<br />f3'"
<br />l3
<br />2 (ROTTQMj
<br />Y3
<br />i3'
<br />43.
<br />13
<br />t3
<br />YT
<br />93'
<br />7S
<br />13•
<br />19"
<br />13
<br />i /2
<br />2 (P70T90AT)
<br />13"
<br />13'
<br />7Y
<br />1Y
<br />13"
<br />: 13'
<br />13•
<br />Ir
<br />13,
<br />l3"
<br />73•
<br />13•
<br />CLOP)
<br />Ir _
<br />13'
<br />13'
<br />13`
<br />13"
<br />13'
<br />13"
<br />13"
<br />13'
<br />13"
<br />tY
<br />i5 1/2
<br />3 (OP)
<br />72 7
<br />72 Ile
<br />[6 114'
<br />t
<br />6 /4
<br />1
<br />2 JZ
<br />5-
<br />2 112
<br />-
<br />-
<br />6 I/ 4'
<br />1 4"
<br />$ /
<br />3 8OT70M
<br />(.. )
<br />-
<br />2 1 /2
<br />a 1 12
<br />-8 1 / 4
<br />d 1 4"
<br />!
<br />2 i •
<br />/2
<br />2 t /2
<br />-
<br />-
<br />6 4 4"
<br />- 1 4'
<br />6
<br />3 '
<br />(TOP) }
<br />$'
<br />$.
<br />Sr
<br />4(rOP)
<br />$'
<br />3 t/2"
<br />6'...
<br />9`
<br />:..
<br />6"
<br />d 112
<br />$"
<br />7 t/2'
<br />$"
<br />6'
<br />.
<br />6,
<br />.
<br />-.. S'
<br />+(TOPj
<br />^.. -.
<br />$.,
<br />.,
<br />(TTQMi
<br />8•
<br />-
<br />-.. $'...
<br />_
<br />9"
<br />_
<br />@,
<br />^. _.-
<br />$"
<br />`.
<br />6r
<br />_
<br />4 (e0TT4+w7}
<br />13`
<br />13"
<br />TJ`
<br />73r
<br />13r
<br />93'
<br />I}
<br />13"
<br />13"
<br />13`
<br />73°
<br />I3'
<br />(TOP)
<br />IY
<br />1J"
<br />13,
<br />13"
<br />73'
<br />53'
<br />i3`
<br />13r -
<br />T3'
<br />i3•
<br />1:i'
<br />11 1/2.
<br />(TOP)
<br />IS-
<br />13`
<br />13'
<br />T3'
<br />IrIrIS`
<br />Iri3"
<br />13"
<br />i3"
<br />i3•
<br />(BOTTOM)
<br />TS'
<br />13`
<br />13,
<br />13'
<br />Ir
<br />13*
<br />IrIrIr53•
<br />tar
<br />11 1/2"S
<br />(ROT WA).
<br />13'
<br />13•
<br />13,
<br />,3`
<br />13•
<br />i3r
<br />i3'
<br />Ir
<br />I3•
<br />13"
<br />73"
<br />13•
<br />6 (TOP)
<br />13`
<br />i3•
<br />13"
<br />IS'
<br />i3•
<br />Tr
<br />I3"
<br />1Jr _
<br />is,
<br />73•
<br />13•
<br />11 1/2-
<br />6 (TOP)
<br />_
<br />-
<br />6 1: 4'
<br />6 1/i'
<br />6 1f#•
<br />8 1J1�.
<br />-
<br />8 7 4"
<br />d Ile
<br />6 »)
<br />-
<br />-
<br />6 7/4•
<br />d 1/0
<br />$ 1/4'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 114'
<br />6 1/4«
<br />8 rr
<br />1F
<br />S
<br />1S
<br />0 f
<br />t ,M
<br />T3'.
<br />7'
<br />1 3'
<br />7":
<br />7 1 2
<br />J
<br />8 1 J2
<br />I �
<br />3
<br />4 1 /2
<br />f(OP
<br />9 , : )
<br />>5'-e -.
<br />ro
<br />le-4i
<br />i3:: _.
<br />6
<br />7:3`
<br />13
<br />13
<br />6 9 /Y
<br />t3
<br />tl t / 2
<br />9 9 F
<br />1
<br />6 1
<br />,. 12
<br />13' -
<br />S t /2.
<br />t (TOP)
<br />. TO
<br />$-6`
<br />i3'
<br />7"
<br />t3`...
<br />13"
<br />9J"
<br />➢ 1/2
<br />13'
<br />9. f1a
<br />10 1/2
<br />7 RJ2
<br />13°
<br />$"
<br />10101' ow)
<br />13'
<br />7 1/2'
<br />t3`
<br />13"
<br />i3'
<br />10'
<br />- 93"
<br />IV
<br />it-
<br />$`
<br />13'..
<br />a 1/2`
<br />t (BOTTOM).
<br />l3'
<br />s'
<br />13"
<br />10 112`
<br />it
<br />7'
<br />13'
<br />1,.
<br />7 /f2
<br />S:1/2
<br />13"
<br />-4 i/2'
<br />2 ai )
<br />73"
<br />- 6"
<br />IF
<br />73"
<br />9Y
<br />$ 1/2,"«..
<br />TY
<br />8 11r
<br />B 11F
<br />$ 1/2`
<br />13'
<br />S 4/2'
<br />2 (TOP)
<br />13•
<br />7'
<br />13'
<br />13'
<br />SJ'
<br />9 1/2
<br />IY
<br />4 1/2
<br />IQ 1/2
<br />7 I/2
<br />13•
<br />6 1/2'
<br />2 (8011OM)
<br />13"
<br />?-'Ir
<br />13"
<br />Ir
<br />13•
<br />tar
<br />73"
<br />10,.
<br />it'
<br />w
<br />Ir
<br />d 1/2"
<br />2 MiurraM):.
<br />13`
<br />T
<br />13"
<br />13"
<br />it
<br />8 1/2
<br />T3•
<br />9 1/2
<br />10 1/2
<br />7 112-
<br />tF
<br />6 1/2"
<br />3 (TOP)
<br />far
<br />1 1/2'
<br />13,
<br />i3`
<br />i3"
<br />10, _
<br />13•
<br />IV
<br />Y1'
<br />e,
<br />13'
<br />4 1/F
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 IJ
<br />0 Ile
<br />1{ Ile
<br />12 1/2•
<br />6'i/6"
<br />-
<br />-
<br />6 t/4•
<br />6 114'
<br />(80TTp.�
<br />-
<br />_-
<br />12 ,J2.
<br />- t12
<br />6 1/4'
<br />6 t1a'
<br />17 t/
<br />12 i12
<br />-
<br />-
<br />8 114`
<br />S 1/4'
<br />J (BOT€QM)
<br />7'
<br />3'
<br />$`
<br />S I/2'
<br />7r
<br />3 1/2'
<br />$"
<br />e
<br />4 1/2'
<br />3"
<br />61/2'
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<br />SPACINGS ONLY VALID WHEN SPACEti 1S USED. SEE /1 FOR MAX AS IX
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<br />OESPGN LOADS &. PANEL LENGTHS WREN SPACE[i 1S USED.
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<br />A.S.D. DESIGN LOAD
<br />PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />$•-8'
<br />> 40 PSF TO SD PSF
<br />6'-2"
<br />> '60 PSF TO BO PSF
<br />51-1D'
<br />A MAX. PANEL LENGTHS ARE ON Y VAIJO FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2- D.C.
<br />STAL,W1 N QUAILS
<br />IN
<br />FOR LIEF SAFETY PANEL
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<br />INSTALLATION DETAILS FOR IFE SAFETY PANEL (1) INSULLADON DUAiLS EOR._UE.E TY PANEL 1
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<br />$ y , I -.` r ;. AiR:E 14rK PANE111m PUS
<br />VtA11 MOUNTINGS9' as. Aa0HQ1t b to 1%i oe. :} 4 tAACHaR O 12 I/2r D.C.
<br />SCALE 3/6-1' ` ._. '� j a :*TE
<br />SM SHUDS 15 & if iWi ANCHORS TYPE As, SPACMG FOR . REQUIRED - REQUIRED F
<br />I SRIWRI0m INTO WOOD "I'm M.OaM"S . z._
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<br />f? < WALL MMOU NGS fHNIH W" idguNTINGS t i1LN?!AiGs �f�R �[/r
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<br />wipIM AHpmR l0cc9Y 6MJ 3 3 :7 •': FLORIDA BUILDING CODE Nan t(t h V6)0el Hw't)salro Zone) yl; C Lai` � ''• FLORIDA BUILDING CODE Nan. NI h Voltscifty Hu cone 20116 .' i , 4411i7 = FLORIDA BUILDING CODE Nan High VelocityHurricane Zone .
<br />`MwwMroa av,ai4M 0,J 3 3 r 'i " w1m raw, AIG rh l 02M teim Pk..... - rr. % = 9k E * a202o taT0.ro 41G.. Fr.
<br />wT4,Wa BA4 lbn.4l4 ecw, p>) A 3 i/2 � * , :A` ; tk & 24 GAGE:. GALVANIZED *STEEL STORM PANEL , �. •xF" , 44167 24 GAGE GALVANIZED STEEL 'STORM PANE(, mWWN � $ f 2A GAGE GALVANIZED STEEL STORM PANEL � Q
<br />9�N1oN STA7€' ; aC ' _ c- 1. INSTALLATION AftRATINGS
<br />OIL, VALID FOR A S,O, DESIGN ¢ : 71r T. INSTALLATION ARE ONLY VAUO FOR MAX. A S.D. i $TOTE OF •: r-^ Z
<br />AoaN. TAME 0m0 RVaWA "I,-.
<br />.• _... ,.s•.-.. + mf2ff2a2N PRESSURE RATINGS (P,s,I. 00 PANEL. LENGTHS AS -*'. 6r/Nr/m2o y m/2T/mx6
<br />,/Y A3s �.o'Ot110 • iIL"` C (E ANe, GLOBAL PROTECTION PRi1i1UCT5. LL1`4 auc PER ELEVATION ON sIt 12 STATED #f/ ! A�► AL PROTECTION PRODUCTS, LLC, a1TE
<br />_ -.ab1 - _ 4',(• 1 4N0 3.W, 61 91R6ET �f it G C v 1Ni. DESIGN PRESSURE RATINGS (p.N.f) AND PANEL T E+ A
<br />x / t, f .-eP'2d.> ,CA tsw W. WIWAI.ew,WiAa ai. aaE. rL 33Af4 Z FOR NEW WOOD FRAME CONSMUCTION: WOOD Z•, fi R•-^' - a• ,,pR,Apy 460a gar. $i STREET LENGTHS AS PER ELEVATION ON SHEET 12 '� f;(+ FCDR - ""•- •■L c �+ / iNe. AL PROTECTIONt �Du+rTT$, U.C. wTF:
<br />— /ONALE A >eA .�O•' (ONTO ae7zJ ONAIE d %2t> Kr W�a 4R Col wmal Ames INML FL
<br />A'd a. i.Y aa4 vow A 7Nt4 CWAF. rl s3314 2. FOR NEW W040 FRAME CONSTRUCTEOH: WOOD 1 Z
<br />11aB ,.w i Ix-.: rce.IetSal-+4M . r .tup o:-1� FIKr4E. C¢st>aea-1st6, rAxl (ma:eea-em 20-175 MEMBERS TO 6E SOUTHERN PINE Na 2. W/ SPECIFIC P Ae-„ pa.�`m,.,:,a . A.. s -,a, Pnol�+ i964)aev-T6 FAVE (pa47mP-6m 20-175 - fA ' m.ua, ptmNe (a$4)Mn-.7u4 "+ (m41s-a791 20-175
<br />iHM4ni1t1 / ++,* o-w.a.,r DENSITY OF 0.55 6R EQUAL. .-,s wM,Aw;..,. MEMBERS TO 9E SOUTHERN PINE Na 2, W/ SPECIFIC NHINtnt L - rAw m-wa . r-, '
<br />W r apc s. an,w. rr. OROM 0.- DENSITY OF 0.05 OR EQUAL pt. NfA,j'S2:tLii /wII 0w-D 1a ieu.. fm....sr... 4ureP . .a MMA1Iw H« Q
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<br />SHEET NO.
<br />SH 1.4
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