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ROUTE PATIO DOWNSPOUT TO O (�'� - H.9 J.1 n K.1 K.2 K.3 <br /> STORM SEWER OR THRU FACE Y <br /> OF CURB, RE: CIVIL, TYP. 13'-4" -0" '-0" 13'-4 1/4" -0" -0' <br /> !f� <br /> T <br /> O <br /> O O N <br /> ---------------- ---------------- 0 O 6J <br /> x C, � � <br /> r--------------- -T------------- ---� <br /> _ _ w -� � N <br /> A D F I 1'-0"THICKENED SLAB FOR INTRGRATEI, I I x o rn <br /> O <br /> I SEATING/ RAILING SYSTEM. I <br /> 95-4 3/4" I IRE DETAIL 3/AO.14 Q <br /> v cn m o <br /> 10" X = <br /> I 1 o <br /> 12'-7" 12'-0" 36'-6" 15'-1 1" 17'-6 3/4" o � <br /> LJ LJ — <br /> � m N <br /> 1'-0"THICKENED SLAB o rn <br /> RE DETAIL 3/A0.14 C4 CD <br /> � <br /> N <br /> 14-7" 2'-2 1/2 - Lo <br /> i <br /> L <br /> r------------------, <br /> 2 TYP. AT <br /> 1 TYP. AT BRICK I _ <br /> WAINSCOTA8.20 STUCCO o <br /> A8.20 9'-1 1 1/4" -1 1 3/4' i 1 TYP. AT BRICK i L Store: <br /> FIN. FL.AT MOPSINK 1 TYP. AT BRICK A8.20 WAINSCOT I <br /> _2" INSCOT W KETTLEMAN & LOWER SCRAMENTO <br /> 1 YWA ------ 1 <br /> 14'-2 1/4" = CO♦ X I - - I X o LODI, CA 95242 <br /> III 1SL <br /> L J L — 0 Restaurant #RC576 <br /> 11 co <br /> o N — - - - z1 - - <br /> S N P4E-HV-M SCHEME A <br /> U FD FD \ <br /> Professional of Record: JEFF LIEDERMAN <br /> III v \ Y6'-5 3/ © _ = o <br /> C <br /> TYP. AT o \ 7_0/1/4, 6'-10 3/4o WCD ° <br /> CMU 1 C III 8'-1 1/4" _ _ o I CI4 TYP. AT <br /> �r �^ BRICK FAA <br /> - WAINSCOT <br /> A8.20 <br /> - - - J <br /> _ r - - L � - - <br /> DESIGN <br /> b'-113/4' III / LO <br /> 9 ® 00 I 1 SDI 1 �, <br /> III I / FD S I I I IOI 2' DIA.AREA SLOPED TO A r c h i t e c t u r a l <br /> A8.21 DRAIN TOP OF DRAIN Solutions Group <br /> 8'-9 3/4" 16'-8 �2" b'-5 1/2' I FD FD <br /> SLOPE TO L — ® ® — J i F 3/4" B.F.F.TYPICAL UNO. p <br /> DRAIN 1/4" — J / \ 1 ° 1 101 Central Expressway South <br /> o PER FOOT - - L - - - ��__ - _ _= FS �m;� CD WCD Suite 100 <br /> FD FD"" 1 I� O O <br /> o 1 I Allen, TX 75013 <br /> FS 3'-1 1/4" 1 2'-9" 1 1'-1" 2'-9" 2'-9 1/4"! 1 4'-0 1/2" -8 1/4" 25'-4 1/2" <br /> CONTACT: EVERETT FIELDS <br /> i - _ _ _ _ (469) 619-1 164 <br /> 39'-7" \ F CO EFIELDS@PMDGINC.COM <br /> SDIOI cv <br /> 0 <br /> LJ V-0 1/4" <br /> M � � <br /> 4'-5 1/ 16'-2 1/2" 2'-1 1 1/4" 5' 10 1/2" 6'-2 3/4" 5'-0 1/4" 1 3/ " 4'- 1/2" 0� <br /> o a pRCH�T <br /> D s TS TS POST FD® TS POST I /1 5 <br /> FFp � FFOO <br /> TS POST F <br /> S X C-7 C35-34 <br /> d FS CONTRACTOR TO FIELD VERIFY 1 ,L Q <br /> O <br /> 1 1'-5 1/2 ill LOCATION OF SLAB CONTROL � 2021 <br /> - - - - - - JOINTS (8'-0"O.C. MAX). 4 sT PR NEWP o) <br /> L - I I FS 1 COORDINATE ACTUAL q <br /> v v <br /> LOCATION w/ALL IN SLAB A8.20 TF 0 <br /> J 1 M c> FS 1 1 DRAINS, RECESSES,SLOPES, C? <br /> CD <br /> I1 <br /> o CURBS, ETC., AS REQUIRED. <br /> 1 6'-1 1/2" I 1 1 1 TS POST C"' 1 REFER TO SPECS AND ACI v <br /> 1 I SD lol 1 I N TS POST TS POST 1 1 STANDARDS FOR ADDITIONAL 2co <br /> 6'-4 1/4" FID 1 1 1 04 N � TD REQUIREMENTS (RE: STRUCTURAL) 8'20 0 <br /> LJ LJ -2�/4 TYP. AT v <br /> FS 1 19 "' STUCCO Prototype : P4E- HV 2020 -2.0 RELEASE <br /> � DOMESTIC - � 12'-2 3/4" � 5'-2 3/ 1 <br /> RISER 1 w b'-1 1/2" 1'-1 1/4" 1 6 <br /> FD 1 _ _ — 2'-6 1/2" N ® FD FD I I 1 I Prototype Issue Date: 7.14.2020 <br /> O I Fp® v © ® 11 1 1 Design Bulletin Updates: <br /> 3'-7 1/4" v CO 1 -- <br /> N <br /> v 1 I J 1 \ Date Issued: Bulletin Number: <br /> (V N_ _ <br /> o FS n - "' -- <br /> � co o CO 'q- <br /> LO <br /> I I I I 1 1 x 1 -- <br /> O -1 I I � + 1 FSIL <br /> - <br /> LL co <br /> N <br /> 4' _ i 1 T i 1ST BLDG. SUBMITTAL <br /> — — — — — — — — — — <br /> C? — — — — — v <br /> o <br /> 11 co TYP. AT BRICK 10 <br /> 1 WAINSCOT 1 TYP.AT BRICK 1 TYP.AT BRICK 04 <br /> A8.20 1 TYP. AT BRICK WAINSCOT EDGE OF WAINSCOT <br /> 2 TYP. AT A8.20 2 TYP. o AT 8.20 <br /> WAINSCOT SLAB,TYP. <br /> 8.20 A8.20 STUCCO A8 20 STUCCO 1'_3 1/2 <br /> 2'-9" L 7'-6" L 9'-0 3/4" 7'-0 3/4" 35-9 3/4" 10'-6 3/4" 21'-9 3/4" REVISIONS: <br /> 95'-10 1/4" <br /> 12.22.2020 1st Building Submittal <br /> 1 <br /> 2 <br /> A B OC E OG H.1 JO 3 <br /> 4 <br /> SLAB COORDINATION PLAN 6 <br /> \ 1/4"= 1'-0" 7 <br /> 11/A8.31 <br /> 8 <br /> PLAN <br /> NORTH <br /> Sheet Title: <br /> SLAB COORDINATION <br /> PLAN <br /> GENERAL NOTES ABBREVIATIONS Date: 12.21.2020 <br /> 1 VERIFY & COORDINATE LOCATION OF FLOOR SINKS & FLOOR DRAINS WITH F.D. - FLOOR DRAIN, REFER TO PLUMBING DWGS. Project Number: RAM <br /> EQUIPMENT SUPPLIERS ROUGH-IN DRAWINGS. F.S. = FLOOR SINK, REFER TO PLUMBING DWGS. <br /> 1 <br /> 2 ALL DIMENSIONS OF FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC ARE TO THE T.D. =TRENCH DRAIN, REFER TO PLUMBING DWGS. Drawn By: <br /> CENTERLINE AND ARE TAKEN FROM THE EDGE OF SLAB, NOT BRICK LEDGE. C.O. = CLEAN OUT, REFER TO PLUMBING DWGS. - <br /> 3 ALL CONCRETE SHALL BE 3000 PSI NORMAL WT CONCRETE OR GREATER AS W.C.D = WATER CLOSET DRAIN, REFER TO PLUMBING DWGS. <br /> SPECIFIED ON THE FOUNDATION PLAN. NO FLY ASH IS TO BE USED, IF FLY ASH IS S.D. =SINK DRAIN, REFER TO PLUMBING DWGS. <br /> REQUIRED BY LOCAL MUNICIPALITY, FLY ASH SHALL BE USED IN ADDITION TO <br /> REQUIRED STRENGTH. RE: STRUCTURAL. Sheet Number: <br /> 4 BOTTOM OF ALL STEEL COLUMN BASE PLATES @ EL.-6 1/2" U.N.O. <br /> 5 BY ALL MEANS POSSIBLE, WATER SHALL BE PREVENTED FROM STANDING WITHIN SLAB LEGEND <br /> 10 FEET OF THIS SLAB. <br /> b PREPARE BUILDING PAD PER GEOTECHNICAL REPORT RECOMMENDATIONS OR ■ N <br /> STRUCTURAL ENGINEER'S DRAWINGS, WHICHEVER IS THE GREATER.A COPY OF Al <br /> 2 1 <br /> THE REPORT MAY BE OBTAINED FROM THE ARCHITECT.SEE SPECIAL SITE BRICK MASONRY SILL <br /> PREPARATIONS IN THE STRUCTURAL SERIES. PROVIDE A 4"CAPILLARY BREAK OF Q <br /> 1/2"TO 1 1/2"OPEN GRADED STONE OR GRAVEL. CMU WALL (CORRAL) <br /> m <br />