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GL OF FOOTING AND I-, OP FOOTING G B D fl 1 1/2" 1/2" INSIDE FACE OF PANEL + + 1 1/2" y� GLR GLR GLR PANEL JOINT ry � #;6 PANEL DOWELS 3'-211 + + PER PLAN VIEW ON G/53.1 p EDGE OF FTG BELOW, EDGE OF FTG D�S I G N GROUP INC. FOR ALTERNATIVE DOWEL SEE 50HEDULE FOR BELOW, SEE SGHED r DETAIL SEE H/53.1 " MAX GLR SEGT�ON A - � o ° Do°°o ° DIMEN51ON5 FOR DIMENSIONS O ��o O 000 O o0o r - - - - - - - - - - - - - - - - - -1 r - - - - - - - - - - - - - - - - - - - - - - - - - I " u n 8" Su a �n u I I I CONCRETE WALL PANEL STEEL COL AND BASE PLATE I I I I A R C TI I T C C T U R C PER SCHEDULE WHERE OCCURSCONFORM TO DETAIL 53.1 EXCEPT ARCCHAH LER PER I SEASEALANT ANT ARG AND 13L GKER I I + a FOUR STRIA PET ALAN 2- A5 SHOWN DIFFERENTLY HERE I I I I i N G I N I I R I N G _ I CONCRETE WALL PANEL 0o �#,b BAR5 BETWEEN PANEL GONG SLAB I I I I 9806 Old Winery Place, Suite 1 #5 BAT AT BEND - . DOWELS AND FTG DOWELS �j PER PLAN VIEW ON 0/53.1 o D GSID o D 6 D GSID Sacramento, California 95827 DOCK SLAB a D a WHERE OCCURS D GL COLUMN AND pl . �� . I I °�o ° °�o I Tel 916.854.9901 Fax 916.854.9840 • a �o 53.1 15r Row OF D x D a ANCHOR BOLTS i - IY i 4 v`- 0 O" o �0Oo � 4S AT2- aA E.G. EA WAY I I U UNDERLAYMENr I I QROF ESS/p� V � . PER 501 L5 REPORT i ` i I v I a ° • • STEEL COL AND \i FOOTING DOWELS #5 AT I' 6" O.G. �T%y i r = PER B/53.1, TYP EACH WAYZ)&'-O" MIN LONG SLAB AOWEL5 SAME BA5E PLATE PER I i 1/-2 I I -o" Da 51ZE AND 5AAGIN6 AS PANEL DOWELS 5GHEDULE WHERE I i 7YP No. C34833 E X Da (U5E I2'-O" LONG DOWEL AT DOCK) o FTG DOWELS, SAME 2 OCCURS I I I \�2- #6 x 7'-O" BARS I I *: Exp. 9-30-03 * a° a z °° SIZE 8 SPACING AS SEE DETAIL B/53.1 c!� - - a \p 1 1/2" NON-SHRINK GROUT °o BLDG5 I ANP-2-- PANEL I 5/1� I BETWEEN PANEL DOWELS I I FOR INFO NOT SHOWN q'. m -► = o 3 Da D DOWELS I'-3" # C I AND FOOTING DOWELS I I °...0 �..•' U WHERE COL OCCURS = 4 6 - 6 PANEL oas° a L - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - F 4 - 3/4"0 x I2" THREADED RODS -' a a DOWELS TO POUR — — — — — — — — — — — — — OF CAL\ V- X a ° REINFORCEMENT PER 5GHEDULE ��// j�//�� WITH DBL NUT5, AND NUT AT BOTTOM v _ STRIP (3 AT EACH WHERE OCCURS _ END OF EA PANEL) 53.1 TYA Consultants ctm X\\---REINF PER -SCHEDULE BLDG5 3 AND 4: B T DNPRN55ND PANELS lie SEE FOOTING AND COLUMN 5GHEDULE FTG DOWELS, SAME 51ZE 2- �� 8 - #,b PANEL ORIENTATION AND SPACING 5EE FOOTING AND COLUMN 50HEDULE DOWELS TO POUR AS PANEL DOWELS 1,_3�� EACH END OF EA TEAPANEL) -' COLUMN AND PANEL AT FOOTING L.�EFRE55EE� F007I N6 PANEL AND GOLIJMN AT FOOTING 5 AALL A7 QEF E55EI�) F0071 N0 53.1 SECTION SCALE: 3/4"=1'-O" 53.1 5EC71ON 5CALE: 3/4"=1'-O" S3 1 PLAN SCALE: 3/4"=1'-0" 53.1 PLAN 50ALE: 3/4"=1'-0" EDGE OF FTG BELOW, SEE SGHED FOR I A DIMENSIONS I 53.1 -Y I GL COLUMN, FOOTING AND BA5E PL CHAMFER IOff g" PER ARGH'L STEEL COLUMN PER L 1 1 SCHEDULE ON 52.1 53.1 a CONCRETE PANEL JOINT NOTE: USE THIS DETAIL 0 o a WALL PANEL f a / PER 0/53.1 U5E SAND OR BOND BREAK WALL CONCPANEL FOR PANEL PANEL5 �� r T l 1 5/I,6 AT TOP OF FOOTING POUR STSIP, TYP 6" EMBED BLOGKOUTFLOOR SLAB DOWEL LEG DOWN AT #4 BA 2 AT '-0" O.G. / ° I GON5T JOINT DEPRESSED PANEL5 MIN AS DETAILND T VERIFY Q ELSEWHERE w Izz. I a apo 4' 4' 0°0 a Q . a 000 0°0 0 0 0, a p a L> � 2 - #� BARS (h I �� = I Z a o I ��I NXTEND 5LAB REINF c BETWEEN PANEL DOWELS da I ZaD D X 0 4 I I I INTO POUR STRIP AND FOOTING DOWELS UNDERLAYMENT W L - - - - - — - -- - - - - - - - � o �a n III #4 PANEL DOWELS PANEL DOWELS, SAME h a DQ 1 I/2" NON-SHRINK GROUT AT-2'-0" O.G. - 51MP EPDXY 51ZE AND SPACING AS #b PANEL DOWELS AT V o a° , W 450 TO POUR 5TRIP TYP CONCRETE o�� ° apo \ A I I I PER L/53.1 AT EACH PANEL DOWEL DETAILED EL5EWHERE W v 4 - 3/"0 x 12" THREADED RODS ►- I I I ry� (SPECIAL INSPECTION REQUIRED) 7 (BLD65 I82 : 3 AT EA END OF EA PANEL) WALL PANEL, TYP - W/DBL NUTS, AND NUT AT BOTTOM ~� (BLDG5 384 : 4 AT EA END OF EA PANEL) m a L I.I POUR 5TRIP I" GLR 8" SEE FOOTING AND COLUMN 5GHEDULE REINF PER -SCHEDULE [--1 , %� �w MAX R v J V U Qz CORNER FANEL5 AT FOOTING INTERIOR F007IN0 0 FOUR 57 I F H ALTERNATE FANEL L�OAEL5 2 ° 53.I SECTION SCALE: 3/4'*'-0" S3 1 SECTION SCALE: 3/4'*'-0" "_ '- " N 53.I sNcrloN SCALE: 3/4 -I o 53,1 SECTION NOT ro 5GALE O H UO .o No. Revision Date 11/2"(P (1 7/6" O.D) VERT - W AIAE5 AT 0'-0" O.G. WALL PANEL M j5q" GLR, TYP BEYOND 4 - 1 1/2" HORIZ PIPES NQ SPACED WlkOUTSIDE FACE#4 BARS A7-2'-O" OF PANEL'-O" O.G. m Client z7 D Massie DIMENSIONING REFERENCE LINE - PAYING a v Company REINF PER 6/53.1 z 1801 Tribute Road • 4 Sacramento, CA 95815 Q,oo < PH 916 923 4000 x I FX 916 923 4664 #4 PANEL DOWELS OL X I #4 BAR A7-2'-O" O.G. > SEE G/51.1 FOR i #4's AT-2'-O" O.G. ry Sheet Title RECE55EP DOCK o PER L/53.1 ry� O � EA WAY 3" BEND TADIUS 5LAB WHERE OGC1)R5 �.° COVERAGE W Y DOCK 5LAB FOUNDATION #4's A7-2'-O" O.C. � EA WAY N DETAILS • CONCRETE WALL PANEL �q O ° 5LAB REINF IN i �Q POUR STRIP VARIES 4'-0" MAX 2'-0" 2'-0" 2'-0" � Date Project No. \—:5EN7 #4 BAR5 I l SEE DETAIL L/53.1 AT 2'-0" O.G. v FOR INFO NOT 5HOWN 03/06/03 MO l-2089 J FOUR 57 I F A7 X00K X 00 5LOFEO r-,,0Nr--,RE7E 7RAN517I ON L FANEL ]DO ELS rRf=ANEL DOAEL5 Drawn By Sheet No. 53.1 5ECTON SCALE 3/4"=1'-O" 53.1 5EC70N 50ALE 3/4"=1'-O" "- '- 31611=11-OH 53.1 PLAN 5GALE: 3/4 -I O 53.1 ISOMNTSIG 5GALE: RSG Checked By DG S301