11-225-013RA
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NOTE: FOR ALL JOINT TYPES
USE BACKER ROD AND
SEALANT
PARTITION /EXTERIOR
WALL CONDITION
BULLNOSE SANITARY
3 /8" COVED TILE BASE
1/4" SAW CUT JOINT
1/4 "COLD FORMED
JOINT J
INTEGRAL
FLOOR TILE_JOINTS
scale: 3" = V -0" FOR REFERENCE ONLY
_FINISH PLAN
scale« 1/4" = V -0"
LX15 I INU I ILL: bUU- tAIJ I IINU I ILt: rsUUS EXISTING GROUT: B101 EXISTING BASE: B053
EXISTING BASE: B053 EXISTING BASE: B053 EXISTING GROUT: B101
EXISTING GROUT: B101 EXISTING GROUT: B101
CITY OF SOUTH MIAMI
BUILDING DEPT.
ITIfi_'CTURAL SECTION,
ego* boo V Y w--
GENERAL- N
we. • • • �. • • • • • •
OALL FLOORING AND BASE MATI�" IAVTO Bc • •: •'
INSTALLED ACCORDING TO STA:9BUCKS •• •
SPECIFICATIONS. Y •
OCABINET BASES TO BE SET AFTER TILE INSTALL ATION. r
0 FOR ALL TILE AND /OR VINYL BASE INSTALLATIONS r
AT CASEWORK, MECHANICALL'Y'-SAND-AND • Y.' W u
SCARIFY WOOD SUBSTRATE TO COMPLETELY
REMOVE ALL FINISH. TROWEL ON A PRIMER COAT
OF MAPEI TYP. 1, KER 903 ADHESIVE AND ALLOW
TO AIR DRY.
0 ALIGN TILE TRANSITIONS ON WHOLE TILES AS
SHOWN.
0 PROVIDE GROUT JOINT OF 3/16" MAXIMUM
DEVIATION OF TILE AND GROUT LINE OF 1/4" PER 4',
OALL TILE AND SLATE TO BE INSTALLED PER TILE
COUNCIL OF AMERICA STANDARDS.
OTILE BASE AND THRESHOLD GROUT JOINTS TO
ALIGN WITH TILE FLOOR GROUT JOINTS.
OREMOVAL OF EXCESS GROUT WILL BE DONE WITH
WATER, THE USE OF SULFURIC OR MURIATIC ACID
IS PROHIBITED. IF THESE ACIDS ARE USED, THE
INSTALLER WILL BE REQUIRED TO REMOVE THE
ACID AND RESTORE THE GROUT AT THEIR
EXPENSE.
GC TO VERIFY LOCATIONS OF EXISTING CONTROL &
EXPANSION JOINTS OF SLAB. COORDINATE THE
LAYOUT TO EXISTING SLAIN.
0 EXISTING FLOOR FINISH & FLOOR BASE TO
REMAIN, LION. GC TO REPLACE ANY DAMAGED
OR BROKEN FLOOR/ BASE TILES AS
NECESSARY.
OREFER TO 1 -602 FOR EXISTING SCHEDULES.
KEYED NOTES:
iO EXISTING FLOOR SINK/ DRAIN.
OEXISTING MOP SINK.
OPATCH & REPAIR TILE AS NECESSARY DUE TO
DEMOLITION OF EXISTING TABLE BASE.
OEXISTING FLOOR FINISH AND /OR FLOOR BASE. GC
TO REPLACE ANY BROKEN OR DAMAGED FLOOR
FINISHES AS NECESSARY. ORDER ADDITIONAL
FLOORING ONLY AS REQUIRED TO EXECUTE
SCOPE OF WORK AND MAINTENANCE.
COORDINATE WORK WITH STARBUCKS CM.
FLOOR LEGEND:
••••• ••, INDICATES EXISTING TILE BASE
Starbucks Coffee Company
2401 UTAH AVENUE SOUTH
SEATTLE, WASHINGTON 98134
(206) 318 -1575
THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS'
NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE
PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION,
MODIFICATION, DISCLOSURE, AND /OR USE OF THESE MATERIALS
(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIOR
WRITTEN CONSENT IS STRICTLY PROHIBITED.
Architect of Record
w
BRUCE M-
CARLS0N
ardil scW N Sian *V - inteIrbr design
I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL
SUBMISSION BEARING
MY SEAL AND SIGNATURE WERE PREPARED
BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I
AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE
STATE OF FLORIDA
BRUCE M. CARLSON
HERITAGE
DESIGN MANAGER:
Jennifer AIIStun
CONSTRUCTION
MANAGER:
SHEET TITLE:
FLOOD FINISH PLAN
�;.)
fill
PERMIT SET
BRUCE M.CARLSON
SIGNATURE
01/21/2011
DATE ISSUED
AR0012997
MEG. NO.
ISSUE
SCHEDULE
REV
DATE
BYJ
DESCRIPTION
01 -21.11
JK
BID SET
01 -21 -11
JK
PERMIT SET
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STORE #:
08273
CPN /PROJECT #:
03329 -023
CMA PROJECT #:
10111.164
CONCEPT:
HERITAGE
DESIGN MANAGER:
Jennifer AIIStun
CONSTRUCTION
MANAGER:
SHEET TITLE:
FLOOD FINISH PLAN
SHEET NUMBER:
ISSUE DATE: 01/21/2011