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<br /> -4 - #,6 CHORD BARS WITHIN 4 - #;6 CHORD BARS WITHIN 4 - #,6 CHORD BARS WITHIN #5 BARS AT 1'-0" O.G. Lis
<br /> #i6 CHORD BARS WITHIN
<br /> 2'-O" OF ROOT= SHEATHING 2'-0"
<br /> OF ROOF SHEATHING 2'-O" OF ROOF SHEATHING TYP VERTICAL REINFORCING " OF ROOF SHEATHING
<br /> SPLICE PER WALL ELEVATIONS SPLICE PER WALL ELEVATIONS SPLICE PER WALL ELEVATIONS CE PER WALL ELEVATIONS
<br /> 4 - #,6 CHORD BARS WITHIN
<br /> 2'-O" OF ROOF SHEATHING I I I I #5 BARS AT I'-O" O.G.
<br /> SPLICE PER WALL ELEVATIONS TYP VERTICAL REINFORCING N S I G N GROUP, INC.
<br /> 11111_ LIL -I 11H IIII IIHI- ISI -ISI I I
<br /> -111
<br /> HTI I- EqI
<br /> ARCflI i1C1URi
<br /> f +
<br /> f111 EA FACE EA FACE EA FACE EA FACE 1 1 i N G I N I � R1 N G
<br /> 5 - #6 1-�f 11 11 I-r 5 - #6 2 - #(� X 4 - #� EA AGE -� 41 EA AGE AT I#O" O.G. 1 � I I f t- 3 - #�' 3 - #�' „ I 4 -4 3 - #6
<br /> EA FACE EA FACE III EA FACEAT
<br /> ce, Suite 1
<br /> 2 - #j, 1 - #,6 x 4'-O" H i �-- 2 _ #� EA FAGS EA AGE G EA FAGS G I 1 1 11
<br /> EA FAGS G Y
<br /> 111 I AT 45° TYP / \ Sacramento, California 95827
<br /> 2 - #�
<br /> I - # x 4 0 1 - FAGS
<br /> / �_ „ I - #,6 x 4'-0" 2 - #,6 Tel 916.854.9901 Fax 916.854.9840
<br /> AT 45°, TYP 1 I I.�I AT 450, TYP AT 45°, TYP
<br /> IL
<br /> O � O I rA 561 1 B
<br /> rE X rA 5�.1 X 56.1 p 56.1 56.1 56.1 56.1 56.1 O.H. 56.1 56.1 O.H. `���p��� A...HU�j•,Fy
<br /> \ I
<br /> TOP OF _IL
<br /> No. C34833 E
<br /> SLAB
<br /> \ - - - - - - - *`: Exp. 9-30-03 ?*
<br /> IIIII � �
<br /> of CA��Fo
<br /> #3 CLOSED 2 - #6 #3 CLOSED 2 - #16
<br /> TIES AT;6" O.G. TIES AT,6" O.G.
<br /> Consultants
<br /> PANEL <3> -PANEL FA NEL PANEL D PANEL <9>
<br /> PANELS: 11)6, 117, 120, 121, PANELS: 115, 122 PANELS: 101, 102, 104, 105, 107, 108 PANELS, 103, 10;6 PANELS: 112, 125
<br /> 203,204,207,208,20cr -201,-210 -21-7,-216,-221,222,=5,_22,6 =0,=3 214,22d
<br /> ZE
<br /> 2 - #,6 CHORD BARS WITHIN #5 BARS AT 1'-0" O.G. 2 - #,6 CHORD BARS WITHIN 4 - #;6 CHORD BARS WITHIN
<br /> 2'-O" OF ROOF SHEATHING 1l'P VERTICAL REINFORCING 2'-0" OF ROOF SHEATHING 2'-O" OF ROOF SHEATHING
<br /> SPLICE PER WALL ELEVATIONS SPLICE PER WALL ELEVATIONS SPLICE PER WALL ELEVATIONS AT BLDG 3 : 5 - #6 CHORD BARS AT BLDG 3 : 5 - #6 CHORD BARS
<br /> AT BLDG 4 : 7 - #;6 CHORD BARS AT BLDG 4 : 7 - #6 CHORD BARS
<br /> #5 BARS AT 1'-0" O.G. LOCATE WITHIN 2'-0" OF ROOF LOCATE WITHIN 2'-O" OF ROOF
<br /> TYP VERTICAL REINFORCING SHEATHING SPLICE PER WALL ELEV. SHEATHING SPLICE PER WALL ELEV.
<br /> 1 i FF
<br /> _ III I - III LII_ -aILL IIL 111111 -1 LI I- _ LI L
<br /> M I- _1�r_ -I M
<br /> E:�
<br /> RH� ! VIM �1141
<br /> 5 - #,6 Rt IIII I I 11 1 7 5 - #6 6 - #,6 - _ t= 5 - #;6
<br /> EA FACE
<br /> 4 _ #,6 tW
<br /> �.� 4 _ #,6 3 - #,6 �-�� 1 1 3 _ #� 3 _ #� - 1 1 - - 3 _ #� -- EA FAGS EA FAGS _ EA FAGS
<br /> EA FAGS I I I I EA FACE ATI-O O.G. ATI-O O.G. ATI-O O.G. ATI-O O.G. EA FAGS EA FAGS � EA FAGS
<br /> EA FACE EA FACE EA FACE EA FACE IIIIII r 7 1
<br /> 2 - #;6 1 2 - #6 1 I - #6x4'-O" flf + + -H ^^^
<br /> _ # AT 45°, TYP 2 - #h
<br /> m � � � m EA FAGS
<br /> III I I I I fo 0 4'-0" 2 - #� 1 - # x 4'-0" \ / 1 - # x 4'-0"
<br /> AT 45', TYP 6 ° �'
<br /> AT 45 , TYP ILI= _ /LU AT 45°, TYP LL
<br /> 1111 1111 B I B B / \ B � � X X
<br /> 56.1 I I I I 5� I 1111 56.1 56.1 I 56.1 O.H. 56.1 56.1 O.H. OrA
<br /> rA rA
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<br /> 0 z R I / I t I I I ~ �.I 56.1tt� 56.1 �j
<br /> TOPOF
<br /> SLAB
<br /> LlI RM. IIIII 1111
<br /> #3 CLOSED 2 - #,6 #3 CLOSED #3 CLOSED 2 _ #6
<br /> PANEL TIES AT,6" O.G. TIES A7,6" O.G. TIES AT,6" O.G.
<br /> PANELS: 127, 128
<br /> 227,228
<br /> �-1 w
<br /> PANEL PANEL FA NEL PANEL <9>
<br /> PANELS.. 104, 110, III, 113, 114, 123, 124, 12,6 PANELS: -214,-224 PANELS.. 322, 323, 325, 328, 330, 331, Q Z
<br /> 21 I,212,213,215,21,6,230,231,232 403, 405 40,6 40d 410, 412, 413 PANELS: 326, 327 z Q
<br /> (PREVIOUSLY J ON 552) 40-7, 4043 N
<br /> (PREVIOUSLY K ON 552) 1 Q �, 0
<br /> 0 z
<br /> CL
<br /> a
<br /> No. Revision Date
<br /> PLAN CHECK REVISIONS/COORD. 08/27/03
<br /> AT BLDG 3 : 5 - #,6 CHORD BARS AT BLDG 3 : 5 - #,6 CHORD BARS
<br /> AT BLDG 4 : 7 - #,6 CHORD BARS AT BLDG 4 : 7 - #;6 CHORD BARS #5 BARS AT 1'-0" O.G. 2 - #,6 CHORD BARS WITHIN 2 - #6 CHORD BARS WITHIN
<br /> LOCATE WITHIN 2-O OF ROOF LOCATE WITHIN2-O„ OF ROOF 7"(F VERTICAL REINFORCING 2'-O" OF ROOF SHEATHING 2'-0" OF ROOF SHEATHING
<br /> SHEATHING SPLICE PER WALL ELEV. SHEATHING SPLICE PER WALL ELEV. SPLICE PER WALL ELEVATIONS SPLICE PER WALL ELEVATIONS
<br /> #5 BARS AT 1'-0" O.G.
<br /> IIHITYP VERTICAL REINFORCING
<br /> -I M HM - IIII --Jt
<br /> 1: A a M I
<br /> EA FACE 1 1 I I I 1 EA AGE
<br /> 7 - #;6 -4 I t I CLr� 5 - #6 3 - #6 - 1 - 3 - #6 3 - #6 1 �-C_ 3 - #6 4 - #,6 I1j) 4 - #b
<br /> EA FACE EA FACE AT 1'-0" O.G. AT 1'-0" O.G. AT 1'-0" O.G. AT 1'-0" O.G. EA FACE EA FACE Client
<br /> 2 _ #16EA FACE EA FAGS EA FACE I EA FACE 2 _ #b Massie
<br /> EA FACEEA
<br /> - # x 4'-O.. 2 - #b 1 - #,6 Ax 4'-0" ( Com
<br /> AT 45°, TYP I - #,6 °x 4'-O" AT 4Company
<br /> TYP PANEL NOTES P Y
<br /> / AT 450, 7YP I. TILT UP CONCRETE WALL PANELS SHALL HAVE THICKNESS PER WALL ELEVATIONS. 1801 Tribute Road
<br /> - - PANEL LENGTH SHALL BE DETERMINED FROM THE FOUNDATION PLAN AND WALL Sacramento, CA 95815
<br /> B B B 1 1 I B 5�•I ELEVATIONS, ALLOWING A 1/2" MIN, 3/4" MAX JOINT BETWEEN PANELS. DIMEN51ON5 OF
<br /> 56.1 56.1 56.1 56.1 56.1 O.H. 56.1 56.1 O.H. 56.1 56.1 56.1 PANEL OPENINGS SHALL BE DETERMINED FROM THE WALL ELEVATIONS AND PH 916 923 4000
<br /> 1 ARCHITECTURAL DRAWINGS. FX 916 923 4664
<br /> TOP OF -2. TYPICAL HORIZONTAL PIAN ENS IN F CIN& SHALL BE #5 PANEL, EXCEPT THERE 5HOWN ON PANEL ELEVATIONS. AND
<br /> SLAB TYPICAL REINFORCING SHALL BE PLACED 1-1/2" CLEAR FROM EACH EDGE OF PANELS Sheet Title
<br /> AND CONTINUE THROUGHOUT ALL PANELS. TYPICAL VERTICAL REINFORCING MAY BE
<br /> BOYI"�SFROM PORTIONS OF„ DETAILS ON SHEET PANELS 1HIGH HAVE #,6 VERTICAL REINFORCING REQUIRED PANEL ELEVATIONS
<br /> 3. PANELS SHALL BEAR FULLY ON FOOTINGS. FILL VOIDS BETWEEN BOTTOM OF PANEL
<br /> AND TOP OF FOOTING WITH NON-SHRINK GROUT.
<br /> 4. PANELS ARE DRAWN AS VIEWED FROM INSIDE THE BUILDING.
<br /> 5. MAYE
<br /> PANEL L PANEL M PANEL N PANEL GURTAINSOOFAVERTICALRCEMENT REINFORCEMENT. PLACED STAGGERED AT PANELS WITH2 Date Project No.
<br /> PANELS: 301, 302, 30,6, 307, 311, 312 PANELS: 303, 305, 308, 310 PANELS: 31,6, 337 PANELS: 331T, 340
<br /> 423, 424, 424r, 430, 435, 43,6 425, 42 428, 431, 433, 434 4110, 440_ 43-1, 43& _ 03/06/03 MO l-2089
<br /> (PREVIOUSLY L ON 552) (PREYI011SLY M ON 552) (PREVIOUSLY N ON 552) (PREVIOUSLY P ON 552)
<br /> I I I /� I A` Drawn By Sheet No.
<br /> RSG
<br /> Checked By
<br /> DG S5 *
<br />
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