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I I _l_ I' I I I I I I 1 11 1 _ !! III GENERAL NOTES 4" RAISED 1'-023/8" # KEYNOTES CONCRETE PAD 1. VERIFY OVERALL INTERIOR DIMENSIONS, INTERIOR COLUMN PLACEMENTS, AND EXTERIOR WALL PENETRATIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. x 10' - 2 3/4" T - 01/2" as .4 "' 41/8" - a ` M d -' r, 00 `^ 1. FLOOR DRAIN (TYP.) -SEE PLUMBING DRAWINGS 2. FLOOR SINK (TYP.) -SEE PLUMBING DRAWINGS AND COORDINATE SINK ELEVATION WITH A.H.J. 3. TRENCH DRAIN TO BE RECESSED IN MIN. 8" THICK CONCRETE SLAB WITH 4" MIN. CONCRETE BELOW DRAIN -SEE DETAIL 3/A101, STRUCTURAL DRAWINGS AND COORDINATE WITH PLUMBING DRAWINGS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. GC SHALL COORDINATE WITH PLUMBER TO INSURE THE DRAIN SOCK IS INSTALLED PER THE PLUMBING DRAWINGS. SLOPE FLOOR SLAB AS SHOWN TO TRENCH DRAIN, 2% MAX. 4. MOP SINK LOCATION -COORDINATE EXACT DRAIN LOCATION WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. ALL DIMENSIONS ARE TO THE INSIDE FACE OF EXTERIOR WALLS. 3. ALL DIMENSIONS ARE TO THE CENTERLINE OF FIXTURE UNLESS OTHERWISE NOTED. 4. GC TO REVIEW ELECTRICAL PLANS FOR LIGHTING OR POWER STUB LOCATIONS PRIOR TO POURING SLAB. 5. REFER TO "03300 -CAST-IN-PLACE CONCRETE" IN SPECIFICATIONS FOR CONCRETE PATCHING OR INSTALLATION INFORMATION. 6. VERIFY PERIMETER FOUNDATION INSULATION IS EXISTING IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. ALL TILED FLOOR TO MAINTAIN POSITIVE SLOPE TO ALL FLOOR DRAINS OF NOT GREATER THAN 2% SLOPE FOR A 4'X4' AREA U.N.O. PLUMBING LEGEND �, °=' \ 5. 2" TALL CONCRETE CURB FOR POWER FEED -SEE 1/A802 AND COORDINATE WITH ELECTRICAL DRAWINGS. FLOOR SINK 7 ! \`—' 6. RAISED CONCRETE PAD (SECOND POUR). SEE 5/A101 FOR HEIGHTS & SIZES, AND COORDINATE WITH STRUCTURAL DRAWINGS, AND WITH THE FLOOR PLAN FOR PARTITION SHEATHING LOCATIONS. FLOOR DRAIN NOTE: ° I o Qa 7. 5" x 5" ELECTRICAL STUB UP FOR SERVELINE -COORDINATE WITH ELECTRICAL DRAWINGS ®= TRENCH DRAIN ALL DIMENSIONS ON THIS00 PLAN ARE FROM FACE OF _ �, 8. CONCRETE SIDEWALK - G.C. SHALL INSURE IT IS FLUSH WITH THE INTERIOR FLOOR SLAB AT ALL DOOR LOCATIONS. 9. EDGE OF EXISTING CONCRETE SLAB. G.C. SHALL FIELD VERIFY THE EXISTING CONDITIONS. THE NEW CONCRETE SLAB SHALL BE POURED TERMITE TREATMENT NOTE NEW SHEATHING. M 1 I 7 J 61/2" FLUSH AND LEVEL WITH THE EXISTING SLAB ALONG THE PERIMETER. AFTER POURING THE NEW SLAB, THE GC SHALL GRIND THE JUNCTION TO INSURE THE SURFACES OF BOTH NEW AND EXISTING CONCRETE FLOORS ARE FLUSH AND EVEN. CAULK JOINT WITH CONTINUOUS BEAD OF SOIL TREATMENT SHALL COMPLY WITH FBCB, SECTIONS 1816.1.1 THRU 1816.1.6 AND SECTION 1816.2 INCLUDING TREATMENT UNDER ALL CONCRETE OR GRADE WITHIN 12 OF TREMCO DYMERIC SEALANT PER THE SPECIFICATIONS. THE OUTSIDE OF THE BUILDING WALLS, AND A VERTICAL CHEMICAL BARRIER APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED. ANY SOIL DISTURBED AFTER THE ° a' VERTICAL CHEMICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. THE LICENSED PEST CONTROL COMPANY DOING THE WORK SHALL ISSUE A CERTIFICATE OF Li 10. EXISTING WALL OR COLUMN FOOTING - TOP OF FOOTING IS 1'-4" BELOW THE TOP OF SLAB PER THE BUILDING SHELL DRAWINGS. COMPLIANCE TO THE BUILDING DEPARTMENT PER FBC, SECTION 1816.1. TREATMENT SHALL BE WITH A REGISTERED TERMATICIDE LABELED FOR USE IN NEW CONSTRUCTION AS DEFINED IN FBCB, SECTION 202. 11. NEW CONCRETE FLOOR SLAB ON VAPOR BARRIER BY G.C., OVER EXISTING COMPACTED PAD. G.C. SHALL TERMITE TREAT ALL FILL DISTURBED UNDER THIS PERMIT (SEE NOTES ON THIS SHEET). SEE STRUCTURAL DRAWINGS FOR SLAB THICKNESS, REINFORCING, CONCRETE ° M SPECIFICATIONS, AND CONTROL JOINT LOCATIONS. 4" RAISED — x 2'- 41/8" 5' - 2" T -10 3/4" I CONCRETE PAD Z'- 2° i d o 5" RAISED CONCRETE PAD 6 CURB PLAN 5 _ A101 1/4" = V-0" REFER TO PLAN CONCRETE CURB DETAIL 3/4" = 1'-0" FLOOR FINISH, REFER TO FINISH PLAN SLAB ON GRADE, TYP. SEE STRUCTURAL DRAWINGS FOR REINFORCING 4" MINIMUM COMPACTED GRAVEL TRENCH DRAIN. REFER TO PLUMBING DRAWINGS PIPING. REFER TO PLUMBING DRAWINGS TRENCH DRAIN DETAIL 1 1/2" = 1'-0" 1'- 21/2" 6'- 81/2" SLUR __' REFER TO PLAN N, CONCRETE CURB SEE STRUCTURAL DRAWINGS FOR REINFORCING SLAB ON GRADE, TYP. ROUGHEN EXISTING SLAB ON GRADE OR USE SIKA DUR 32 LPL EPDXY BONDING AGENT BELOW CURB 1'-2" SLOPE REFER TO PLAN 1> _ L 6'- 81/2" 00 1'- 21/2" STEFANO De LUCA & ASSOCIATES, INC. ARCHITECTURE & DESIGN AA #26001224 4501 Pierce Street Hollywood, FL 33021 P (954)927-2690 F (954)367-3494 Stefano De Luca Florida Registered Architect AR0014815 ��A1AIIIIIIIIIII�I�I��// 1, 0 P F 10 00 De z�R�p CJ �+\ C\ iAX S ''//FR E ARC If this item has been digitally signed and sealed by Stefano De Luca using a digital signature, then the SHA authentication code must be verified on any electronic copies. Printed copies of a digitally signed document are not considered signed and sealed. COPYRIGHT 2020 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC. �P O r� < V 3 � "+ j c A N GQ. CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: (614) 318-2482 INTERNET: WWW.CHIPOTLE.COM oc � Q m 00 cn w m J J J rn � � = m J Z 2 JCL J J = OC N (D �'- O t�p w � N Issue Record: 10.14.20 BID SET 01.20.21 PERMIT SET 04.28.21 CONSTRUCTION SET Revisions: 1 04.05.21 DB-1-2021 & DB-3-2021 Drawn: Checked: ARL SDL Project No. SDLA1927 DATE:10.14.20 Contents: SLAB WORK PLAN 3-COMP SINK DRAIN PLAN DETAIL 1/2" = V-0" 30'-7" 1 SLAB & CURB PLAN 1/4" = 1'-0" A101