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J I 7/8" THICK CEMENT PLASTER WD BEAM HEADER, FRP OVER K-LATH OVER 2 LAYERS SEE STRUCT 1'-1 3/4" GRADE D BUILDING PAPER ol OVER PLYWOOD SHEATHING iii I 1/4" PWD -0 11 1 x2 POPLAR WOOD TRIM 1 3/4 MDF SHELF — PROVIDE FRP SEAM COVER ("T" — — Architecture / Development MOULDING) ADJACENT TO DOOR BITUTHENE MEMBRANE ,LIUFRAME, FROM TOP OF BASE TILE 1 14901 Quorum Drive ❑❑❑�❑�❑❑ TO CEILING AT ALL INTERIOR Suite 300 3/4" MDF LEDGER WITH DOOR AND FRP INTERSECTIONS. Dallas Texas 75254 1/4" RADIUS EDGES REFER TO NOTE #5 ON Al2.0. 5/8" GYP BD Ph: (972)239-8884 SEALANT EA SIDE Fax: (972)239-5054 I 7/8" x 1 1/2" WOOD SCREED ISSUE RECORD 1 1/4" O.D. CLOTHES ROD DATE DESCRIPTION URBAN PROTOTYPE DESIGN SST. BRACKET ALUM TRANSOM FRAME & 10-22-2018 ISSUED FOR PERMIT I GLAZING DOOR FRAME 1111❑57❑[lgll❑C I SEE SHEET K7.0 FOR 3/4" MDF LEDGER WITH O BLOCKING ALUMINUM STOREFRONT DOOR 1/4" RADIUS EDGES I I 3/4" MDF SHELF SUPPORT WITH 1/4" RADIUS EDGES I ENTRANCE DOOR REVISION RECORD 1x2 POPLAR WOOD TRIM [IR ❑ Ell] ❑ 1111 R H R ELI] 1111 R ❑ ❑L❑. E ENTRY DOOR HEAD (JAMB S1M . ) k,,—,cTiATi.Ld ❑ 7/8" THICK CEMENT PLASTER OVER K-LATH OVER (2) LAYERS GRADE D NOTES: BUILDING PAPER OVER PLYWOOD > 1. CORIAN COUNTERTOP TO BE SHEATHING 0 INSTALLED AS WINDOW SILL. DEPTH OF COUNTERTOP TO BE WHITE CORIAN COUNTERTOP. c' 15" FROM FACE OF WALL FINISH TRIM EXCESS DEPTH IN FIELD 2. GRIND ALL CORNERS AND WELDS ON STEEL FRAMES SMOOTH. 1 Z �• PAINT WHITE 1 -12 (1) LAYER OF PLASTERING MESH 3/4" MDF LEDGER WITH \�• 1 1/2" x 1 1/2" x 1/8" CLOTH APPLIED TO BROWN COAT 1/4" RADIUS EDGES 2x8 BLOCKING 3. SEE DETAIL 14/A15.0 FOR _ CONTINUOUS STEEL ANGLE WRAPPED OVER POLYSTYRENE REMAINDER OF NOTES ,�,� WELDED TO ENDS OF N BLOCKING 1 1/4" O.D. CLOTHES ROD 3• BRACKETS. 1/2" MIN RADIUS I 3/4 x 4 MDF WITH 1/4 `3•• — — — — — AT ENDS TO AVOID CUTTING RADIUS EDGES 4. L INSTALLED ^ SST. BRACKET AT CENTER SPAN COMPLETELY LEVEL. �� ° �, CUSTOMERS LL II z �I o3',�, 1/4" DIA HOLE THRU FACE OF STEEL TUBE BRACKET. INSTALL O �' �� BOLT II I 0 o PROFESSIONAL SEAL 2" POLYSTYRENE SHAPED BLOCKING ® " ° 1 1/2" SQ TUBE STEEL BRACKET A R APPLIED TO PLASTER BROWN COAT _ 1/2" THRU BOLTED W/ LOCK NUT TO 2x FRAMING OR USE 4" , rte' ` \ I F NOTE: LONG 1/2" LAG BOLTS WHERE ' `G , UNABLE TO THRU BOLT (TYP.) \kl 1. CENTER SST. BRACKET AND ROD PROVIDED BY OWNER 1 2. PAINT MDF LEDGER, SHELVING, AND POPLAR TRIM TO MATCH WALL. SCALE SCALE SCALE SCALE [ 11 ❑ 1111R ❑ 11 ❑ ❑ ❑ 1111❑ ❑ ❑ ❑ ❑ ❑ ❑ - ❑ 1._1,0,. EE ❑ ❑ 11 ❑❑ ❑ ❑ ❑ ❑ 1111 ❑11 ❑ ❑ � ❑ ❑ ❑.1ru 11 SALAD TABLE ROOF PLATFORM 11 DETAIL OCTAGON COUNTER ❑®�.�� El 10-1 -2014 VARIES 18" WIDE BITUTHENE 7/8" WOOD SCREED FINISH PER INTERIOR WALL FINISH PER �, ELEVATIONS ELEVATIONS � _ p =1 Elim - - - - - - - - - - - - - WALL BUMPER �5� � PROVIDED BY REF ALUMINUM STOREFRONT DOOR WOOD POST, SEE & FRAME AS SCHEDULED PROTOTYPE VERSION TOP VIEW TRUSS FRAMING STRUCT. URBAN DESIGN 2x TOP PLATE PROJECT NAME IN-N-OUT PROVIDE FIREBLOCKING AT INTERCONNECTION BETWEEN CONCEALED VERTICAL AND HORIZONTAL `D ° ° SPACES (NOT REQUIRED AT LOCATIONS WHERE WALL BURGER SHEATHING CONTINUES PAST CEILING TO TOP PLATE). - ELEVATION ANY PENETRATIONS THROUGH THIS MEMBER MUST BE SEALED WITH CAULK, PUTTY, OR OTHER SEALANT 2" APPROVED BY LOCAL AUTHORITY. METAL REVEAL. TURN BACK AT CORNER AND SEALANT TERMINATE AT WOOD SCREED. LATH RO P A1002" DOOR SIZE PER SCHEDULE CALIFORNIA OFFSET CLIP NN PROVIDE A CUT PORTION OF METAL REVEAL TO DOOR SIZE + 6" CAP REVEAL OPENING. ALIGN FACE OF CAP WITH FACE OF STOREFRONT DOOR FRAME. PROVIDE FROM CONC. CURB TO CONC. CURB 16514 GOLDEN VALLEY PKWY GYPSUM BOARD CEILINGZ LEG AT BACK OF REVEAL CAP IN ORDER TO LATHROP CA 95330 MECHANICALLY FASTEN TO STUD FRAMING. SECTION ❑ 1111111111 M E ❑ R SCALE 11E� ❑[� ❑ ❑ 1111 1111111111111111 1111 [Ill SCALE EE� ENTRANCE DOOR JAMB REVEAL s,,cTiA.L.E , E1_ EXTERIOR INTERIOR LINE OF SOFFIT FRAMING EXTERIOR INTERIOR LINE OF CURB DOOR AS SCHEDULED \ LINE OF CURB BEYOND DOOR AS SCHEDULED NmNmOUT BEYOND \ "T-9" BULLNOSE TILE AT BOTTOM \BURGER CORNERS OF SOFFIT, SEE INTERIOR \ FINISH SCHEDULE. WEATHERSTRIP BY GLAZING GOD BLESS AMERICA CONCRETE PAVEMENT FLUSH WITH \ \ OC CONTRACTOR TOP OF TILE, REFER TO CIVIL. THRESHOLD AS SCHEDULED SET IN — — — — — THRESHOLD AS SCHEDULED SET IN POUR PAVEMENT AT ALL EXTERIOR DOORS AFTER INTERIOR FLOOR FULL BED OF MASTIC \ FULL BED OF MASTIC TILE IS SET. — — — — ae W CONCRETE PAVEMENT REFER TO — — CIVIL. POUR PAVEMENT AT ALLI I FLOOR TILE AS SCHED. START TILE PROJECT NUMBER EXTERIOR DOORS AFTER 4'-0" BACK AND SLOPE UP TO BE 180641.001 FLOOR TILE AS SCHED. 3 \ INTERIOR FLOOR TILE IS SET. I I FLUSH WITH THRESHOLD. x I \ x A14.0 �, SHEET TITLE SLOPE 1% MIN., = 2% I JOINT FILLER AND SEALANT \ — — — — — _ SLOPS % N MIN., -, JOINT FILLER AND SEALANT DETAILS G � a CN 2" FULL 2a _° _a_ _ _ _ _ _ D a C - - - - — — - - - - ❑ a C —� a —�- � — — - - - - C CD a a aTILES ON BOTTOM OF SOFFIT ARE TO a 4 a C> C a a ALIGN WITH VERTICAL TILES a a d M STEEL DOWEL AT ALAZ EXTERIOR NOTE; STEEL DOWEL AT ALL EXTERIOR SHEET NUMBER o a DOOR OPENINGS. REFER TO 45 DEGREE ANGLED CORNER TILE PATTERN TO BE THE SAME ON BOTH CORNERS a DOOR OPENINGS. REFER TO m D 4 STRUCTURAL 4 4 STRUCTURAL Al 6ol 0 o SCALE SCALE SCALE SCALE M 1111 [R) 1111 M 11E E R ❑ ❑ ❑ ❑ [11 1 ®�� EEI E ❑ El ❑ [[[][H] E[11 ❑ ❑ ❑❑E R El ❑®��®� E ❑ ❑ FIR ❑ ❑ ❑ E ❑❑ R E ❑ ❑ E ❑❑ [ill w, 11 ❑ ❑ ❑❑ ❑ ❑ ❑ ❑m,1101711r, 11