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G OH OJ � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - moi H I I�H T ------------------ ----- Ir —————— 0 0 � I o w � o I I ' x " � I r-----------------------------------------� I o i M I o w ~ I w CD- _ � - I I I x O v C5 M roti Ico 5 -4 I I I I I Ao.12 , I I I I I I I OA 95-6 3/4" 1 10" 5 1/21' ; ; ; Store: 12'-3 1/2" 12'-0" 37-11 1/2" 12'_11" 19'-1 1/4" I I , 1311 E. YOSEMITE AVE. MANTECA, CA 95336 I Restaurant #RC529 I ' I r------------------, ; Professional of Record: NAME 1 TYP. AT BRICK I 5 TYP. AT I I 1 WAINSCOT A8.20 STUCCO '-1 1 1/2' 1 I 1 TYP. AT BRICK I I FIN. FL. AT MOPSINK 1 TYP. AT BRICK I I A8.20 WAINSCOT I , DESIGN 15'-2 1/2" -2" WAINSCOT = 4x4x1/4"T.S. COLUMNS & O CO A8.20 I ------ ----------- 1 FRAME TO SUPPORT METAL14 A r c h i t e c t u r a l AWNING, TYP OF3 ` O Solutions Group N — _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 38 EXECUTIVE PARK, TE FAA INSULATED SLAB & �c� N SDOc� a STEEL COLUMN STEEL COLUMN IRVINE,CA 902614 FD FD RE: STRUCTURAL RE:STRUCTURAL CONTACT: JEFF LIEDERMAN FOUNDATION FOR COOLER/FREEZER, 10'-51/ N N o JLIEDERMAN@ MDGINC.COM C1q x (949) 430-7051 C1qVERIFY EXACT SLAB TYP. AT o DIMENSIONS WITH 7'-0" 6'-11" C p ° N = EQUIPMENT SUPPLIER FIN. FL. ELEV. BRICK CMU4 N QU SU o o � TYP. AT A8.20 14'-4" 1? 0'-0" A8.20 VENEER N 0 15'-8 1/2" i 6'-8" 2' DIA. AREA SLOPED TO g FDS �4 w SD DRAIN TOP OF DRAIN " Sd0 O 3/4" B.F.F.TYPICAL LINO.A8.21 7-8 1/2" 17'-� 1/2" 6-5 1/2 FD FD SLOPE TO L FD co DRAIN 1/4" - - - - - / _ _ Cl) PER FOOT — I — __-J -� _ _ FS WCD WCD � NFD I — FD4* O 4O R C TF FS 42'-9 1/2" I I 2'-91, 1 1'-1" 2'-9" 2'-9 1/2" 4-0 1/2" 2'-8" 25-4 1/2" RAY S. c� CO E�ERM 4 �g5g4 SD O N pPR WO DA J'T RENE �O V-0 1/2" `? 21 -8 1/8" 16'-2 1/2" 4'-8 1/2" 5' 10 1/2" 6'-3" 5'-0" Vol 4'-8 1/2" o� b ALIGN STEEL COLUMN v FD TSP ST TS POST I'D TS POST w/ EXTERIOR FACE OF Prototype : P4 EXTENDED- HV, SCHEME A FD STUD, RE:STRUCTURAL O TS POST Fp• O Prototype Issue Date: 6.29.2020 SD TYP. AT Design Bulletin Updates: INCLUDED FS CONTRACTOR TO FIELD VERIFY STUCCO V-8 1/2" 1 1'-5 1/2" LOCATION OF SLAB CONTROL JOINTS Date Issued: Bulletin Number: C = FS LOCATION w/ALL COOSLAB IACTUAL DRAINS, 5 A8.20 NOV. 2018 1 & 2 RECESSES, SLOPES, CURBS, ETC., AS L? co co N FS REQUIRED. REFER TO SPECS AND ACI 10STANDARDS FOR ADDITIONAL oo C\1 1ST BLDG. SUBMITTAL 6-1 1/2 O TS POST--\\,, TS POST TS POST REQUIREMENTS (RE: STRUCTURAL)CL o DOMESTIC D N N N RISER TD 2 2„ 25-1 1/2" 1 V-9 1/2" t `9 L bo C1q v 6'-4" 6'-1 1/2" 12'-3" 5'-2 1/2' O 6 FD N FDS FDS v I Cl) °° 3'-7 1/2" CO FD �' I I o tFS ® N N J N � � N � O 0 0 0 col I REVISIONS: 00 CD c? LO "' o0 o0 0O 00 CO I 1 08-07-20 1st. Bldg. Submittal 0 0 0 FS °o FS I10 2 4'-1 3 0 1 TYP. AT BRICK b 4 v � o WAINSCOT O 5 A8.20 N I 10 6 Cl) "17 1 TYP. AT BRICK 1 TYP. AT BRICK 8 Z TYP. AT BRICK 5 WAINSCOT EDGE OF 5 TYP. AT A8.20 WAINSCOT o 9 WAINSCOT TYP. AT A820 SLAB, TYP.STUCCO STUCCO A8.20 A8.20 1'-3 1/2" 7-6" 91-11, 7-1" 35-10" 10'-7" 21'-9 3/4" Sheet Title: 93'-1 1/2" 0 0 G.1 G.8 J., J.3 SLAB COORDINATION PLAN GENERAL NOTES ABBREVIATIONS Date: 08.07.2020 SLAB COORDINATION PLAN 1 VERIFY & COORDINATE LOCATION OF FLOOR SINKS & FLOOR DRAINS WITH F.D. = FLOOR DRAIN, REFER TO PLUMBING DWGS. Project Number: 1/4"- 1'-0" EQUIPMENT SUPPLIERS ROUGH-IN DRAWINGS. F.S. - FLOOR SINK, REFER TO PLUMBING DWGS. RAC19024.0 11/A8.31 2 ALL DIMENSIONS OF FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC ARE TO THE T.D. =TRENCH DRAIN, REFER TO PLUMBING DWGS. Drawn By: XXX/XXX CENTERLINE AND ARE TAKEN FROM THE EDGE OF SLAB, NOT BRICK LEDGE. C.O. = CLEAN OUT, REFER TO PLUMBING DWGS. 3 ALL CONCRETE SHALL BE 3000 PSI NORMAL WT CONCRETE OR GREATER AS W.C.D = WATER CLOSET DRAIN, REFER TO PLUMBING DWGS. SPECIFIED ON THE FOUNDATION PLAN. NO FLY ASH IS TO BE USED, IF FLY ASH IS S.D. =SINK DRAIN, REFER TO PLUMBING DWGS. REQUIRED BY LOCAL MUNICIPALITY, FLY ASH SHALL BE USED IN ADDITION TO REQUIRED STRENGTH. RE:STRUCTURAL. Sheet Number: 4 BOTTOM OF ALL STEEL COLUMN BASE PLATES @ EL. -6 1/2" U.N.O. 5 BY ALL MEANS POSSIBLE, WATER SHALL BE PREVENTED FROM STANDING WITHIN SLAB LEGEND 10 FEET OF THIS SLAB. 6 PREPARE BUILDING PAD PER GEOTECHNICAL REPORT RECOMMENDATIONS OR Al ■ 21 STRUCTURAL ENGINEER'S DRAWINGS, WHICHEVER IS THE GREATER.A COPY OF THE REPORT MAY BE OBTAINED FROM THE ARCHITECT.SEE SPECIAL SITE BRICK MASONRY SILL J PREPARATIONS IN THE STRUCTURAL SERIES. PROVIDE A 4"CAPILLARY BREAK OF Q 1/2"TO 1 1/2"OPEN GRADED STONE OR GRAVEL. CMU WALL (CORRAL) �i m