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08-1272(2)-014J `-- UNDERSIDE OF CEILING HEAD SEALANT BEAD 1 \ CONT. 3 5/8" 'C' SHAPED STEEL RUNNER, FASTENERS m 24" O.C. MAX (5j" AS WHERE NOTED) PLAN MOTH SIDES 5/8" GLASS MATT MOLD k MOISTURE RESISTANT GYPSUM BOARD ON 3 -%" METAL STUDS © 24" O.C. (5j" AS WHERE NOTED) WE /f—CONCRETE SLAB (SEE FINISH SCHEDULE) 1w it INTERIOR TOP OF SLAB ki- IYN E W 3 " MTL STUD ARTITION ( 1 HR RATED) U.L. DESIGN NO. U465 K-P-1 NEW 5'J' MTL STUD PARTITION ( 1 HR RATED) U.L. DESIGN NO. U465 UNDERSIDE OF CEILING HEAD SEALANT BEAD CONT. 3j" or 51" 'C' SHARED STEEL RUNNER, FASTENERS 0 24" O.C. MAX (51" AS WHERE NOTED) 5/8' WATER RESISTANT GREEN GYP. BOARD W/ WATER BARRIER FLASHING. STAGGER BASE LAYER JOINTS 24" MIN. FROM OPPOSING LAYER k ATTACH TO EA. STUD W/ 1" TYPE S -12 SCREWS 0 12" O.C. MAX. TARE k SPACKLE JOINTS T ILE ON THIN SET OVER TILE BACKER PLAN 3 Y2" SOUND ATTENUATING FIBER BLANKET N .F.B.), TO UNDERSIDE OF STRUCTURE /M C SHAPE STEEL STUD 22 GA. 0 16" O.C. (5 7/8" AS WHERE NOTED) GALVANIZED CONT. 3 5/8" 'C' SHAPED STEEL ME R UNNER, FASTENERS 0 24" O.C. MAX ( 5 / SEALANT READ E NOTED) UNDERSIDE OF CEILING HEAD HEAD EXISTING CMU BLOCK WALL TILE ON THIN SET OVER TILE BACKER 5/8" WATER RESISTANT GREEN GYP, BOARD W/ WATER BARRIER FLASHING. STAGGER BASE LAYER JOINTS 24" MIN. FROM OPPOSING LAYER k ATTACH TO EA. STUD W/ 1" TYPE S -12 SCREWS 0 12" O.C. MAX. TAPE k SPACKLE JOINTS TILE ON THIN SET OVER TILE BACKER PuN VAPOR RETARDANT k RADIANT BARRIER" (ASTRO -E OR SIM,) _ 1"X2" P.T. WOOD FURRING Q 16" O.C. BASE 3/4" RIGID R4.1 INSULATION BASE BOARD SEALANT BEAD F I NEW 3 " MTL STUD PARTITION (WET LOCATIONS) JD_ NEW 3" MTL STUD _ ARTITION ( WET LOCATIONS) D17INEW 53j" MTL STU D ARTITION ( WET LOCATIONS) UNDERSIDE OF CEILING EXISTING CMU BLOCK WALL 5/8" GLASS MATT MOLD k MOISTURE RESISTANT GYPSUM BOARD ON 3 -5/B" METAL STUDS 0 24" O.C. VAPOR RETARDANT do RADIANT BARF (ASTRO -E OR SIM.) -1"X2" P.T. WOOD FURRING 0 16" O.C. 3/4" RIGID R4.1 INSULATION BOARD -SEALANT BEAD INTERIOR EXISTING CMU BLOCK WALL W/ NEW MTL STUD STUD G PARTITION ( 1 HR RATED) U.L. DESIGN NO. U465 UNDERSIDE OF CEILING HEAD SEALANT BEAD CONT. 3j" or 5j" 'C' SHAPED STEEL RUNNER, FASTENERS 0 24" O.C. MAX (5" AS WHERE NOTED) 5/8" WATER RESISTANT GREEN GYP. BOARD W/ WATER BARRIER FLASHING. STAGGER BASE LAYER JOINTS 24" MIN. FROM OPPOSING LAYER k ATTACH TO EA. STUD W/ 1" TYPE S -12 SCREWS 0 12" O.C. MAX. TAPE k SPACKLE JOINTS TILE ON THIN SET OVER TILE BACKER PLAN 3 Y" SOUND ATTENUATING FIBER BLANKET (S.A.FJ.) TO UNDERSIDE OF STRUCTURE 3 5/8" 'C' SHAPE STEEL STUD 22 GA. 0 16" O.C. (5 7/8" AS WHERE NOTED) GALVANIZED CONT. 3 5/8" 'C' SHAPED STEEL BASE R UNNER, FASTENERS 0 24" O.C. MAX ( 5 / SEALANT DEAD E NOTED) U G C NEW 5 " MTL STUD PARTITION ( WET LOCATIONS) EXTERIOR INTERIOR " STUCCO; PROVIDE GALV. STEEL CORNER -- BEAD @ OUTSIDE 5/8" GYP. BD. ON f2 „O CORNERS 7/8” METAL FURRING RIVERSTONE 4" CMU BLOCK WALL, TYP.--- -- xt CHANNELS @ 24" DEPTH '.- O.C. CONT. — 2" PAVERS WATERPROOFING . �\ \ ALUM ANGLE �:: - - -R -7 SEMI -RIGID 4" CRUSED 1/8xlx4 - -- ;'�: INSULATION BOARD LIME ROCK -- - WP MEMBRANE AS ��� PER MANUF. SPECS. PACKED TYP. EARTH . - 12" j ��. 12" 1" ALUM. RECESS JOINT OR BASE, TYP. © WHITE ON BLUE f- -- FINISH FLOOR 2" RND. GALV. MTL. STAN ALONE - �R�OST 4p INTO G 2 I ROUND — - BLACK ON WHITE ONLY) i" .,,,. SLAQ ON GRADE'" FINISH GRADE PARKING BY DISABLED WHITE PERMIT - -� . BLACK ON -- ---- - . -.... iii, „ NCRETE i, C14 BACK FILL I O i 70W AWAY ZCfdC -- ;_ SEE STRUCTURAL - -- 1 ALL SIGNS -- � 6 PLUMB VERTICAL N EACH UC IN ' - I PL AND FINE UP TO 250 DIRECTION I WALL BASE DETAIL FINISHED FLOOR AND CMU BLOCK WALL ACCIR LE C SCALE 3" = 1' -0, 1 rwr-M=41Z •f•• ••• f • fi••• Y•• • • • • • • • • • • • • • • f • f Y • • Y 0006r *9900 • Y • • f • • • • • • i • • Y f Y ! • Y • r f r • V r • {i v V •• V • Y • { • Y f i V • f • • • V • • Y • ••• Y Y Y Y r r r r Y f• r Y Y • G ei • V • r•!r • a v u r r • W r � r Y • • Y r Y••i Y •Y•r• Y �••• • !V!• • CEILING ASSEMBLY KEY NOTES: 1. SEALOFLEX WATERPROOFING SYSTEM REFER TO NOA 2. FINISH SCHEDULE 3. NEW AIR DUCT, SEE MECH. DWGS FLOOR FINISH NEW DAMPER, SEE MECH. DWGS 5. WALL FINISH 6. $" IN. THICK, 4FT. WIDE; INSTALLED W/ CEILING REMARKS ROOM N0._ ROOM NAME FLOOR FINISH BASE FINISH NORTH EAST SOUTH WEST PAINT FINISH HGT. A.F.F. TRIM PAINT_ ENTRANCE N/A GWB GWB PNT GWB 10' -6" 101 PT _ GWB GWB 102 LOUNGE PT N/A GWB GWB GWB GWB PNT GWB 10' -6" 103 BAR PT N/A GWB GWB GWB _ GWB PNT GWB 10' -6" 104 DINING ROOM PT T N/A GWB GWB GWB GWB GWB GWB PNT GWB 10' -6" 105 SERVER ROOM N/A GWB GWB PNT GWB 10' -6" 106 COLD STORAGE T N/A GWB GWB GWB GWB PNT GWB 10' -6" 107 KITCHEN T N A GWB WT GWB WT GWB WT GWB WT PNT GWB 10'-6" 108 MENS RESTROOM PT N/A GWB /WT GWB /WT GWB /WT GWB /WT PNT GWB 9 -0" 109 WOMENS RESTROOM PT N/A GWB /WT GWB /WT GWB /WT GWB /WT PNT GWB 9 -0" 110 CORRIDOR PT N/A GWB GWB GWB GWB PNT GWB 10' -6" 111 N COURTYARD STP N/A - - - - - - - 112 E COURTYARD STP N/A - - -- - - - - I ROOM FINISH LEGEND PT - 12x24 PORCELAIN FLOOR TILE STP - STONE PAVER WT - WALL TI LE GWB - 5/8" PAPERLESS DENSGUARD GYPSUM BOARD OR APP. EQUAL CONIC - EXPOSED CONCRETE PNT - BENJAMIN MOORE PREMIUM LATEX PAINT /WHITE CEILING ASSEMBLY KEY NOTES: 1. SEALOFLEX WATERPROOFING SYSTEM REFER TO NOA 2. NEW STEEL JOIST 3. NEW AIR DUCT, SEE MECH. DWGS 4. NEW DAMPER, SEE MECH. DWGS 5. R -27 SEALOFLEX LIGHT WEIGHT CONC. 6. $" IN. THICK, 4FT. WIDE; INSTALLED W/ LONG DIMENSION PERPENDICULAR TO FURRING CHANNELS W/ 1 IN. WALLBOARD SCREWS SPACED 12" O.C. 3/4" & 3" IN. WIDE STRIPS OF 5/8" IN. THICK WALLBOARD JOINTS MAY BE EITHER EXPOSED OR COVERED W/ JOINT SYSTEM. AS AN ALTERNATIVE, NOW 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED in SPACE, TYPICAL EACH ACCESSIBLE SPACE ACCESSIBLE SIGN SEE DETAIL 4/A1.1.01, TYPICAL I � EDGE OF CRASH WALL, I o LANDSCAPE OR SIDEWALK WHERE APPLICABLE 6'-0" RECYCLED RUBBER. WHEEL STOP. REFER TO DETAIL /A -6.11 0 b INTERNATIONAL SYMBOL OF ACCESSIBILITY AS PER F.B.C. is ADA STANDARDS, PAINTED BLUE 4" WIDE LIGHT BLUE \ PAINT ACCESS AISLE SOUTH iGlii,AMl 31ALDING DEPT. STRUCTURAL ECTION ," ,!'PROVED BY: 11A . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . I'/ . . . . . . . . I . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SPACE, TYPICAL EACH ACCESSIBLE SPACE 12' -0" 5' -0" 12' -0" TYMCAL ACCEIIF FAI' M SFACE DETAL 2 w -r -a BABY STROLLER SIGN WHERE INDICATED SEE SHEET DETAIL 5/A1.1.01 EDGE OF LANDSCAPE OR SIDEWALK WHERE APPLICABLE EDGE OF PAVEMENT - - - -,- V 1 -- - - -, RECYCLED RUBBER- — WHEEL STOP, REFER DETAIL /A -6.11 4" WIDE WHITE PAIN AS PER MIAMI -DADE 1 I COUNTY STANDARD 4" WIDE LIGHT BLUE PAINT AS PER F.B.0 STANDARD I 3 TYNCAL IMMM SFACE DUAL •aaLevr -r -r - WALL. RE: PLANS 6' -0 ", TYPICAL DIMENSION N FROM WALL EXCEPT WHERE NOTED. x „ I gRIVE 2 �{6 1' I 7 RE -BARS BELOW TOP OF STOP 2-1/2" 12" #G ANCHOR RODS 4F 7" IN GROUND /5" OUT —R_ n #4 RE -BAR CONT. —11 4 RE -BAR REINFORCING 1.ALIGN FRONT OF WHEEL STOP 2'--0" FROM END OF STALL, TYPICAL 2.USE MINIMUM 3400 PSI CONC. IN 29 DAYS 3.PAINT TOPS AND ALL SIDES OF ALL WHEELSTOPS WHITE, TYPICAL, 4.WHEEL STOP TO BE EPDXIED TO CONCRETE SLAB MICAL WI R IIIU M7& 4 iwr,0 BcN.E DBLewisArchitecture +Design AR0017357 ID0004536 www.dbhl.us 120 NE 27 ST. # 500 /MIAMI, FL 33137 T 305.572.1220 / Fx 305.572.9161 a >• J ., � C . S 51GNATUR V, �,,`' /_ aj���,�f ME II' %%/ %/ ,ZlTMETTY i RKESSO I S 0 M I CAFE PROJECT # 0904 5800 SW 73 RD ST SOUTH MIAMI, FL 33143 TENANT /LESSEE: SOMI CAFE LLC 5900 SW 73 St. SOUTH MIAMI, FL 33143 Ph.305.867.7073 STRUCTURAL ENGINEER: THIN - RAMIREZ, INC C.A.#27157 2000 N.W. 89 PL. SUITE 102 MAIMI, FL 19.305.639.9800 fta i n *_ta i n -ra m i rem ca m MECH, ELEC, PLUMB, FIRE PROTECT. ENG: L.TRIANA 8, ASSOCIATES, INC CONSULTING ENGINEERS CAM 26644 9701 S.W. 56th St. MIAMI, FL 33165 19.305.595.9765 FAX:305.596.1814 www.ltd2n2.com CIVIL ENGINEER: LANDSCAPE: ILLUSION LANDSCAPE i DESIGN MIAMI, FL Rudy Alemany I.SA FL Certified Arborist 10257 LESSOR: ROGER D. SHAY 4 W. GRACE D 13635 DEERING BAY RD, PH 293 CORAL GABLES, FL 33158 -2812 REVISIONS DATE �2 OWNER REV. 09.25.09 ISSUE DATE OCT/ 31/2ooa - -- ID DBL WN APPRV - . -. - -. -DBL Drawing: FINISH SCHEDULE DETAILS Scale 1/4" @11x17 1/2" @24X36 Phase CONSTRUCTION DOCUMENTS Sheet Number: A8.01