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B D fl
<br /> FOR OPTION TO TWO PIECE N S I G N GROUP, INC.
<br /> R COLUMN TIE, 05E ONE PIECE
<br /> 5EE WALL ELEVATION5 11A 5EE WALL ELEVATION5 COLUMN TIE
<br /> SPACE VERTICAL BARS EQUALLY FOR NUMBER AND 51ZE FOR 5PAGING OF VERTICAL FOR NUMBER AND 51ZE IL 5PACE VERTICAL BAR5 EQUALLY FOR NUMBER AND 51ZE
<br /> OF VERTICAL REINF, 5EE W_ REINF, 5EE PANEL ELEVATIONS OF VERTICAL REINF, 5EE V OF VERTICAL REINF, INTERMEDIATE TIE R 9R A R C fl I T I C T U R I
<br /> v PANEL ELEVATIONS v PANEL ELEVATIONS = v 5EE PANEL ELEVATIONS o° +
<br /> ;y6 1 N G I N I C R I N G
<br /> R
<br /> I" GLR FROM — — — FOR PANEL THIGKNE55 I" GLR FOR PANEL THIGKNE55, I" GLR FROM FOR PANEL THIGKNE55
<br /> REVEAL OR — — — �: �7
<br /> ' 5EE WALL ELEVATIONS 5EE PANEL ELEVATIONS REVEAL OR •— �— — — — — _ _• 4S° 9806 Old Winery Place, Suite 1
<br /> 5EE WALL ELEVATIONS
<br /> PAGE OF PANEL PAGE OF PANEL ¢$° R Sacramento, California 95827
<br /> 1 11/2" GLR 11/2" GLR ► 11/2" GLR ► 1/2" GLR 111/2" GLR ��'' 40° TYP R Tel 916.854.9901 Fax 916.854.9840
<br /> AGE OF TIE PAGE OF TIE
<br /> REVEAL WHERE POR HORIZONTAL REVEAL WHERE #3 INTERMEDIATE TIE
<br /> OCCURS PER REINF, 5EE PANEL REVEAL, (WHERE OCCURS) FOR TYP HORIZONTAL OCCURS PER AT EVERY OTHER VERTICAL ONE PIECE COLUMN TIE TWO PIECE COLUMN TIE
<br /> WALL ELEVATION5 ELEVA7ION5 5EE WALL ELEVA71ON5 4 VERTICAL REINF, WALL ELEVA7ION5 BAR. U5E #3 INTERMEDIATE QROF ESS/
<br /> . ..�k9
<br /> SEEP L ELE TIONS TIES AT EVERY VERTICAL ......
<br /> �p�
<br /> TIE AT EACH PAGE. FOR TIE BARS WHEN VERTICAL BAR \•: y
<br /> SPACING EXCEEDS;6 3/4". db= DIAMETER OF BAR
<br /> 51ZE AND 5PAGIN6 5EE �,;
<br /> PANEL ELEVATIONS. FOR FOR BENDING DETAILS R = RADIUS OF BEND MEASURED ON THE IN51DE OF BAR No. C34833 E
<br /> BENDING DETAILS SEE D/5;6.1 SEE D/56.1 = 36b FOR #3 THROUGH #5 * �*
<br /> Exp. 9-30-03
<br /> 7YP PANEL L56 TYPICAL PANEL LEG 7-(F PANEL LEG A/ TIE REINF COLUMN 715 BEND DETAILS 9�F'o"!•���F°��
<br /> F CAS
<br /> 56.1 5EC71ON 5GALE: 314"=I'-O" SECTION SCALE: 314"=I'-O" S( I 5EC71ON SCALE: 314"=I'-O" s( I SECTION SCALE: 314"=I'-O"
<br /> Consultants
<br /> REVEAL ABOVE PER GRID
<br /> WALL ELEVATION
<br /> Q Q
<br /> 1" GLR, I" GLR,
<br /> PAGE OF TIE TYP TYP #6 BARS PER
<br /> 4'-0" MAX / PANEL ELEVATIONS FOR 5PAGING OF VERTICAL
<br /> SPACE VERTICAL BARS EQUALLY POR NUMBER AND SIZE p� IL REINF, 5EE PANEL ELEVATIONS FOR NUMBER AND SIZE TMP TYP
<br /> !Y
<br /> OF VERTICAL REINF, 5EE U � OF VERTICAL REINF, 5EE o .
<br /> -r - 2' 6" MIN PANEL ELEVATIONS
<br /> PL 8x 12x3/8 W/
<br /> v PANEL ELEVA7ION5 = U oa
<br /> a 4 - 3/4"(P x 5" HEADED
<br /> • ry u 5TUD5 $ 2 - #,6 x 3'-)6"
<br /> \ HAIRPINS TYP
<br /> I" GLR FROM — POR PANEL THIGKNE55 — v I" GLR PROM- ! < — FOR PANEL THIGKNE55, —
<br /> REVEAL OR - 5EE WALL ELEVATION5 REVEAL PER TYPICAL HORIZONTAL REVEAL OR
<br /> ✓ 5EE WALL ELEVA7ION5 = b
<br /> PAGE OF PANEL WALL ELEVATION I$ VERTICAL REINFORCING PAGE OF PANEL
<br /> 111/2" GLR 111/2 GLR 1 1/2" CL -N - 17"'
<br /> lo AGE OF TIE FOR TYP HORIZONTAL
<br /> AND VERTICAL REINF,
<br /> REVEAL WHERE REVEAL WHERE 5EE PANEL ELEVATIONS oDo
<br /> OCCURS PEROGGUR5 PER
<br /> WALL ELEVATIONS ONE PIECE #3 TIE WALL ELEVATIONS #3 INTERMEDIATE TIE GRID
<br /> A7,6" O.G., TWO PIECE AT EVERY OTHER VERTICAL "
<br /> MAY BE SUB511TUTED TIE AT EACH FAGS. FOR TIE BAR. U5E #3 INTERMEDIATE
<br /> FACE OF SIZE AND 5PAGING 5EE L ;6 x,6 x 3/8 x I-O
<br /> PER D/56.1 2 PANEL ELEVATIONS. FOR BARS WHE\NVERT GAL BAR PANEL HEIGHT I TOTAL)
<br /> TIE LONG Ar 11/3 POINTS OF
<br /> BENDING DETAIL5 5EE D/5;6.1 5PAGIN6 EXCEEDS;6 3/4".
<br /> FOR BENDING DE7AIL5
<br /> 5EE D/5;6.1
<br /> PANEL LEG A 17H 5HEAR REINF REINFOROINO A7 RECE55 7YP PANEL LEG A/ TIE REINF PANEL CORNER CONNECTION
<br /> rj� I 5EC71ON 50ALE: 3/4"=I'-O" �j(,I SECTION SCALE: 3/4"=I'-O" S�.I 5EC71ON SCALE: 3/4"=I'-O" 56.1 SECTION SCALE: 3/4"=I'-O"
<br /> V J
<br /> PANEL JOINT
<br /> PANEL JOINT PANEL JOINT PANEL JOINT
<br /> '1V IV IV IV IV
<br /> 0
<br /> OG LO K p OG LO Y OUT
<br /> LO ^
<br /> Y Y OUT
<br /> OUT OUT Y OUT OUT UO Y 56.1
<br /> v 56.1 p 56.1 56.1 1
<br /> ry ° lo
<br /> 0Ea 5C
<br /> — ---- ------ M--�
<br /> 7 NJ
<br /> I=
<br /> ry N N L U
<br /> 2 - #;6 x 0'-8" CONCRETE ry CONCRETE
<br /> CHORD BAR DOWELS. WALL PANEL 4 - #6 x i6'-8" WALL PANEL 3 - WALL PANEL 7 - #6 x �'' -g WALL PANEL 2
<br /> CHORD BAR DOWELS, N
<br /> LAP 3'-1" WITH CHORD BAR DOWELS, 7 \
<br /> 2CHORD BAR DOWELS, O
<br /> CHORD BARS 1'YP / LAP 3'-I" WITH LAP 3'-1" WITH LAP 3'-1" WITH (�
<br /> CHORD BAR5, TYP 3/8" x 6" x 7" WELD PLATE CHORD BARS, TYP 3/6" x;6" x 4" WELD PLATE CHORD BARS, TYP \��3/8" x k x I'-I" WELD PLATE Z O
<br /> 3/8" x 3" x;6" WELD PLATE WELD PLATE !~�
<br /> WELD PLATE 3/8" x,6" x lo" EMBED PLATES \��3/8" x;6" x I'-I" EMBED PLATE5 3/8" x)&" x I';6" EMBED PLATE5
<br /> TO EMBED PL1 51116 WELD PLATE WELD PLATE
<br /> 3/8 x,6 x,6 EMBED PLATES TO EMBED PL 5/11,6
<br /> TO EMBED PL 5/1;6 TO EMBED PL 5/1;6 IL
<br /> No. Revision Date
<br /> 0HOR0 BAR 5PL I OE - 2 BAR GOND 1 TION rv_- OHORD BAR 5PL ICE - 4 BAR GOND 1 TION CHORD BAR SPL ICE - 5 BAR GOND 1 TION X 0HOR0 BAR SPL I OE - 7 BAR 00N]7171 ON
<br /> rj� I ELEVATION SCALE: 3/4"=I'-O" j( I ELEVATION -SCALE: 3/4"=I'-O" j( I ELEVATION 5GALE: 3/4"=I'-O" j( I ELEVATION 5GALE: 3/4"=I'-O"
<br /> PANEL JOINT
<br /> PROVIDE BUILDING PAPER A70,6 BAR To
<br /> BEHIND EMBED PLATE5, TYP 3 \EMBED PL SONO TUBE EA BAR
<br /> 3'-0" LONG SONO TUBE AROUND EA PLATE
<br /> GONG WALL
<br /> CHORD BAR DOWELS PANEL \
<br /> EMB
<br /> Sb
<br /> ED PLATE PER
<br /> LAPPED CHORD U/ .l, Y/S6.1 LAPPED CHORD \ PROVIDE BLDG PAPER
<br /> BAR TYP W/5,6.1 OR X/5,6.1 BAR TYP TYP / BEHIND EMBED PLATE5 7"(P
<br /> It
<br /> x 5" x I'-0"
<br /> C —� C=E:- BENT PLATE 8
<br /> PANEL JOINT Client
<br /> IN51DE FACE OF PANEL ,6" x 8" BLOCKOUT, FILL WITH 7 Massie
<br /> $LOCKOUT PER U/5;6.1, NON-SHRINK EPDXY GROUT
<br /> WELD PLATE PER U/5;6.1, U Y V/5;6.1, W/5)6.1 WHERE EINK EPO T71/4
<br /> RIOR EMBED PLATE SIZE 5
<br /> V/5,6.1, W/5,6.1 OR X/5)6.1 56.1 56.1 OR X/5;6.1. FILL WITH PER U/5;6.1, Y/Sb.l, W/S6.1 OR X/ ,6 I �/� Company
<br /> NON-SHRINK EPDXY TYP EA PANEL
<br /> X GROUT WHERE EXPOSED 1801 Tribute Road
<br /> 56.1 56.1 To EXTERIOR / Sacramento, CA 95815
<br /> GONG WALL PH 916 923 4000
<br /> PANEL
<br /> FX 916 923 4664
<br /> Sheet Title
<br /> OHORD BAR 5PLICE 0HOR0 BAR 5FLICE A7 CORNER PANEL
<br /> PLAN 5GALE: 3/4"=I'-O" j( I SECTION 5GALE: 3/4"=I'-O"
<br /> DETAILS
<br /> Date Project No.
<br /> 03/06/03 MO1-2089
<br /> Drawn By Sheet No.
<br /> DG
<br /> Checked By
<br /> DG S6 ,sl
<br />
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