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#5 BARS AT 1'-0" O.G. 2 - # CHORD BARS WITHIN AT BLDG 3 : 5 - #)& CHORD BAR5 5 - #6 CHORD BARS. LOCATE
<br /> �' AT BLDG 4 : 7 - #,6 CHORD BARS WITHIN 2'-O" OF ROOT= SHEATHING 7 - #;6 CHORD BAR5. LOCATE G B D fl
<br /> TYP VERTICAL REINFORCING -2'-0" OF ROOF SHEATHING WITHIN 2-O OF ROOF SHEATHING
<br /> SPLICE PER WALL ELEVATIONS LOCATE WITHIN 2'-0" OF ROOF AT BLDG 3 : 5 - #;6 CHORD BAR5 SPLICE PER WALL ELEVATIONS SPLICE PER WALL ELEVATIONS
<br /> SHEATHING 5PLIGE PER WALL ELEV. AT BLDG 4 : 7 - #6 CHORD BAR5 r
<br /> [—#5 BARS AT I'-O" O.G. LOCATE WITHIN 2'-O" OF ROOF D�S I G N GROUP INC.
<br /> TYP VERTICAL REINFORCING SHEATHING 5PLIGE PER WALL ELEV. I I� PARAPET AT PANELS 11111 IN
<br /> 321, 332 i
<br /> III I I - III L L IFI -L] lu 111111 -1 ILI i- -LI LI
<br /> A R C fl 11 C C1 U R C
<br /> EA FACE - EA F CE FA FACE [it \ FA FACE G � FA FACE i N G I N I C R I N G
<br /> 5,6.1
<br /> 3 - #6 - 14 \- 3 - #b 3 - #;6 FF-
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<br /> 3 - #;6 4 - #6 } �I - #6x4'-O.. 2 - #6 — - - 4 - #b b - #b
<br /> AT 1'-0" O.G. AT 1'-0" O.G. AT 1'-0" O.G. AT 1'-0" O.G. EA FACE i AT 45°, TYP — EA FACE EA FACE EA FAGS
<br /> EA FACE EA FAGS EA FACE EA FACE / \ L / \ 9806 Old Winery Place, Suite 1
<br /> _ #�, It/ 4+ I f _ # 2 - #6 Sacramento, California 95827
<br /> 2 _ #� — 1 - # x 4'-0" Ll l —LI�I �1
<br /> ?- # x 4'-0" I 1 - #6 x 4'-0" Tel 916.854.9901 Fax 916.854.9840
<br /> o
<br /> / AT 45°, TYP w AT 45°, TYP T P
<br /> / \ � -� u- $$ $ � ROF ESS/p
<br /> — G tuft ti kk _
<br /> 56.1 56.1 0.H. 56.1 56.1 O.H. 5,6.1 56.1 X 56.1 o- p I O `��.•°�� U ..Fy
<br /> / \ � O ~ � ► ��► �.► 5,6.1 5,6.1 }}}}} }}� sb.► O �•; .cm
<br /> $ $ $$ No. C34833 ;
<br /> TOP OF I � N
<br /> SLAB \ �/ \ / *' Exp. 9-30-03 *
<br /> IIID IIIII #3 CLOSED = IIIII I I I I �9� •••C. V
<br /> TIES AT,6 O.G. F pF�OA��FO
<br /> 2 - #;6 � #3 CLOSED � 2 - #i6
<br /> #3 TIES #3 CLOSED
<br /> TIES AT,6 O.G. AT;6" O.G. TIES AT A" O.G.
<br /> FULL HEIGHT 2 _ #� Consultants
<br /> PA NEL Q PA NEL PA NEL s PA NEL T
<br /> PANEL
<br /> PANELS: 313, 314, 315, 31-7, 316, 314, 3-20, 333, 334, 335, 33,6, 335 PANELS: 304, 3011 PANELS: 3-24, 3-211 PANELS: 321, 332 PANELS:CD, 414
<br /> 415, 41,6, 41-7, 416, 420, 421, 422, 4311, 441, 442, 443, 444 42-7, 43-2 404, 411
<br /> 7 - #;6 CHORD BAR5. LOCATE
<br /> WITHIN-2'-O" OF ROOF SHEATHING
<br /> 4 - #6 CHORD BARS WITHIN AT $LD62 : 4 - #,6 CHORD OARS SPLICE PER WALL ELEVATIONS
<br /> 2'-0" OF ROOF SHEATHING AT BLDG 4 : 7 - #,6 CHORD BARS
<br /> SPLICE PER WALL ELEVATIONS LOCATE WITHIN2'-O" OF ROOF
<br /> SHEATHING SPLICE PER WALL ELEV.
<br /> LJ I JL —1ISI L_ —LI L L I L _ —1 LJ L I I-1
<br /> 16 - #16 1=v=1=t Vt= == 5 - #,6 ;6 - #)6 #=1 f=i ==r== __ ` 6 - #6 6 - #6
<br /> EA FACE EA FACE EA FACE EA FACE EA FACE
<br /> 4 - #'�' I - #;6x4-O �
<br /> 111k PANEL NOTE5
<br /> 2 - #,6 - #6 -, 4 - #,6 �.J
<br /> EA FACE \ AT 450TYP EA FACE EA FACE I. SEE 55.1 FOR PANEL NOTES.
<br /> 2 6 iif�� d 1 - #,6 x 4'-0"
<br /> / \ I I (�
<br /> � / - I - #,6x4-O AT 45°, TYP\ /
<br /> \ M L/ � U
<br /> AT 45°, TYP I I I I I fi 1� 1 I HH1 . I I I I I I rA--� 111 H >
<br /> W
<br /> IL
<br /> 5;6.1 56.1
<br /> 56.1 S,656.1 56.1 56.1 #kk
<br /> TOP OF TOP OF /
<br /> SLABSLAB
<br /> 111111\ /IIIII\ /I I I I 111111\ /I 1 1 1 1 1 1 1 \ /LI � �
<br /> #3 CLOSED #3 CLOSED
<br /> W
<br /> TIES AT A" O.G. TIES AT;6" O.G. �� \
<br /> 2 - #,6 �/ Q
<br /> FA NEL _ z� FA NEL zi� PANEL r)
<br /> � U
<br /> PANELS: IIB, 1111 PANELS:202, 402 PANELS: 401 Q 2
<br /> -205,-20)6 2 O
<br /> ` (PREVIOUSLY J ON 55.1) \ _
<br /> O N �
<br /> O
<br /> .o
<br /> IL
<br /> No. Revision Date
<br /> PLAN CHECK REVISIONS/COORD. 08/27/03
<br /> Client
<br /> Massie
<br /> L",xv. Company
<br /> 1801 Tribute Road
<br /> Sacramento, CA 95815
<br /> PH 916 923 4000
<br /> FX 916 923 4664
<br /> Sheet Title
<br /> PANEL ELEVATIONS
<br /> Date Project No.
<br /> 03/06/03 MO1-2089
<br /> Drawn By Sheet No.
<br /> RSG
<br /> Checked By
<br /> DG S5 ,, 2
<br />
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