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08-1272-029T NO E. • UNDERSIDE OF CEILING UNDERSIDE OF CEILING HEAD SEALANT BEAD G.C. TO TO PROVIDE CAULKING k FIRE RETARDANT SEALANT HIM SEALANT BEAD CONT. 3 5/8' 'C' SHARED STEEL RUNNER, • ALL CMU WALL JOINTS SHALL BE CONCAVE WHERE EVER EXPOSED CONT. 3 5/8 C SHAPED FASTENERS 0 24" O.C, MAX ( / 5 7/8" AS • ALL CMU WALLS SHALL. BE RUNNING BOND WHERE NOTED). STEEL RUNNER, FASTENERS 0 • FOR FIRE RATED INSTALLATIONS, THE INSTALLATION AND DETAILS MUST BE IN ACCORDANCE - - 5/8 24" O.C. MAX ( 5 7/8" AS " WATER RESISTANT GREEN GYP. BOARD W/ WITH THOSE ASSEMBLIES PUBLISHED IN UL DIRECTORY (FIRE RESISTANCE VOL. 1) � WHERE NOTED) WATER BARRIER FLASHING. STAGGER BASE LAYER • NAILS SHALL BE SPACED 7" MAX. O.C. ON CEILINGS, k 8 „ MAX. O.C. ON WALLS. JOINTS 24” MIN. FROM OPPOSING LAYER k - NAILS SHALL BE DRIVEN WITH THE HEADS SLIGHTLY BELOW THE SURFACE OF THE GYPSUM ATTACH TO EA, STUD W 1" TYPE S -12 SCREWS BOARD AVOIDING DAMAGE TO THE FACE AND CORE OF THE BOARD " P / PAC T • SCREWS SHALL BE SPACED 12" MAX. O.C, ALONG THE FRAMING MEMBERS FOR CEILINGS k m 12 O.C. MAX. TAPE k SPACKLE JOINTS 16" O.C. MAX. FOR THE WALLS WHERE THE FRAMING MEMBERS ARE 16 O.C. T IL E ON THIN SET OVER TILE BACKER + SCREWS SHALL WE SPACED 12" MAX. O.C. ALONG THE FRAMING MEMBERS FOR CEILINGS BOTH SIDES 5/8 „ GLASS MATT MOLD k k WALLS WHERE FRAMING MEMBERS ARE 24” O.C. PLAN PLAN 3 Y2" SOUND ATTENUATING FIBER BLANKET MOISTURE RESISTANT GYPSUM BOARD ON + SCREWS SHALL BE DRIVEN TO PROVIDE SCREW HEAD PENETRATION JUST BELOW THE 3 —s/s METAL STUDS C� 24" O.C. (S.A.FJ.) TO UNDERSIDE OF STRUCTURE GYPSUM BOARD SURFACE WITHOUT BREAKING THE GLASS MAT SURFACE OF THE GYPSUM 3 5/i C SHAPE STEEL STUD 22 GA. m AROUND THE SCREW SHANK BOARD OR STRIPPING THE FRAMING MEMBER 16" O.C. (5 7/8' AS WHERE NOTED) + " M BOARD AND 24° MAX. O.C. FOR AL BE 16 MAX. O.C. FOR " THICK GYPSU BQ FRAMING SHALL Yz GALVANIZED CONT. 3.5/8" 'C' SHAPED STEEL �y" THICK GYPSUM BOARD, rusE BASE FASTENERS 0 24" O.C. MAX 5 CONCRETE SLAB (SEE FINISH SCHEDULE) RUNNER, ( • ALL MATERIALS SHALL BE KEPT DRY PRIOR TO INSTALLATION 7 8 AS WHERE NOTED) WHERE DENS ARMOR PLUS INTERIOR PANELS ARE STORED OUTSIDE, IT SHALL BE OFF THE SEALANT BEAD INTERIOR INTERIOR GROUND, PROPERLY SUPPORTED ON A LEVEL PLATFORM AND FULLY PROTECTED FROM THE TOP OF SLAB l TOP OF SUB WEATHER k DIRECT SUNLIGHT EXPOSURE • ADEQUATE VENTILATION SHALL BE PROVIDED TO PREVENT CONDENSATION NEW 3 5/8" MTL STUD NEW 3 5/8" MTL STUD GYPSUM BOARD SHALL BE NEATLY STACKED FLAT, NOT ON ITS END OR EDGE TO PREVENT TOPPLING, SAGGING OR DAMAGE TO THE ENDS EDGES OR SURFACE BIPARTITION TO , PARTITION ( 1 HR RATED) (WET LOCATIONS) • TO FURTHER REDUCE THE RISK OF MOLD GROWTH ON THE SURFACE OF DENS ARMOR U.L. DESIGN NO. U465 PLUS INTERIOR PANELS, FIBERGLASS JOINT TAPE IS RECOMMENDED + THE FIBERGLASS TAPE SHOULD BE BEDDED WITH A SETTING TYPE JOINT COMPOUND. EXTERIOR j j :i INTERIOR STUCCO; PROVIDE GALV. STEEL CORNER FINISH SCHEDULE FLOOR FINISH WALL FINISH CEILING REMARKS ROOM N0. ROOM NAME FLOOR FI_NISH BASE FINISH NORTH EAST SOUTH WEST PAINT FINISH HGT. A.F.F. TRIM PAINT 101 " _ •Nib • u•. • Y • N•• V • Y l+ GWB PNT GWB 10' --6" 102 LOUNGE PT N/A GWB GWB GWB GWB fee GWB 10' -6" 000 103 IBAR PT N/A GWB GWB GWB GWB boo GWB 10 -6 • • • • U • • N GWB GWB GWB PNT GWB 10' -6" T NO E. • UNDERSIDE OF CEILING UNDERSIDE OF CEILING HEAD SEALANT BEAD G.C. TO TO PROVIDE CAULKING k FIRE RETARDANT SEALANT HIM SEALANT BEAD CONT. 3 5/8' 'C' SHARED STEEL RUNNER, • ALL CMU WALL JOINTS SHALL BE CONCAVE WHERE EVER EXPOSED CONT. 3 5/8 C SHAPED FASTENERS 0 24" O.C, MAX ( / 5 7/8" AS • ALL CMU WALLS SHALL. BE RUNNING BOND WHERE NOTED). STEEL RUNNER, FASTENERS 0 • FOR FIRE RATED INSTALLATIONS, THE INSTALLATION AND DETAILS MUST BE IN ACCORDANCE - - 5/8 24" O.C. MAX ( 5 7/8" AS " WATER RESISTANT GREEN GYP. BOARD W/ WITH THOSE ASSEMBLIES PUBLISHED IN UL DIRECTORY (FIRE RESISTANCE VOL. 1) � WHERE NOTED) WATER BARRIER FLASHING. STAGGER BASE LAYER • NAILS SHALL BE SPACED 7" MAX. O.C. ON CEILINGS, k 8 „ MAX. O.C. ON WALLS. JOINTS 24” MIN. FROM OPPOSING LAYER k - NAILS SHALL BE DRIVEN WITH THE HEADS SLIGHTLY BELOW THE SURFACE OF THE GYPSUM ATTACH TO EA, STUD W 1" TYPE S -12 SCREWS BOARD AVOIDING DAMAGE TO THE FACE AND CORE OF THE BOARD " P / PAC T • SCREWS SHALL BE SPACED 12" MAX. O.C, ALONG THE FRAMING MEMBERS FOR CEILINGS k m 12 O.C. MAX. TAPE k SPACKLE JOINTS 16" O.C. MAX. FOR THE WALLS WHERE THE FRAMING MEMBERS ARE 16 O.C. T IL E ON THIN SET OVER TILE BACKER + SCREWS SHALL WE SPACED 12" MAX. O.C. ALONG THE FRAMING MEMBERS FOR CEILINGS BOTH SIDES 5/8 „ GLASS MATT MOLD k k WALLS WHERE FRAMING MEMBERS ARE 24” O.C. PLAN PLAN 3 Y2" SOUND ATTENUATING FIBER BLANKET MOISTURE RESISTANT GYPSUM BOARD ON + SCREWS SHALL BE DRIVEN TO PROVIDE SCREW HEAD PENETRATION JUST BELOW THE 3 —s/s METAL STUDS C� 24" O.C. (S.A.FJ.) TO UNDERSIDE OF STRUCTURE GYPSUM BOARD SURFACE WITHOUT BREAKING THE GLASS MAT SURFACE OF THE GYPSUM 3 5/i C SHAPE STEEL STUD 22 GA. m AROUND THE SCREW SHANK BOARD OR STRIPPING THE FRAMING MEMBER 16" O.C. (5 7/8' AS WHERE NOTED) + " M BOARD AND 24° MAX. O.C. FOR AL BE 16 MAX. O.C. FOR " THICK GYPSU BQ FRAMING SHALL Yz GALVANIZED CONT. 3.5/8" 'C' SHAPED STEEL �y" THICK GYPSUM BOARD, rusE BASE FASTENERS 0 24" O.C. MAX 5 CONCRETE SLAB (SEE FINISH SCHEDULE) RUNNER, ( • ALL MATERIALS SHALL BE KEPT DRY PRIOR TO INSTALLATION 7 8 AS WHERE NOTED) WHERE DENS ARMOR PLUS INTERIOR PANELS ARE STORED OUTSIDE, IT SHALL BE OFF THE SEALANT BEAD INTERIOR INTERIOR GROUND, PROPERLY SUPPORTED ON A LEVEL PLATFORM AND FULLY PROTECTED FROM THE TOP OF SLAB l TOP OF SUB WEATHER k DIRECT SUNLIGHT EXPOSURE • ADEQUATE VENTILATION SHALL BE PROVIDED TO PREVENT CONDENSATION NEW 3 5/8" MTL STUD NEW 3 5/8" MTL STUD GYPSUM BOARD SHALL BE NEATLY STACKED FLAT, NOT ON ITS END OR EDGE TO PREVENT TOPPLING, SAGGING OR DAMAGE TO THE ENDS EDGES OR SURFACE BIPARTITION TO , PARTITION ( 1 HR RATED) (WET LOCATIONS) • TO FURTHER REDUCE THE RISK OF MOLD GROWTH ON THE SURFACE OF DENS ARMOR U.L. DESIGN NO. U465 PLUS INTERIOR PANELS, FIBERGLASS JOINT TAPE IS RECOMMENDED + THE FIBERGLASS TAPE SHOULD BE BEDDED WITH A SETTING TYPE JOINT COMPOUND. EXTERIOR j j :i INTERIOR STUCCO; PROVIDE GALV. STEEL CORNER BEAD © OUTSIDE 5/8" GYP. BD. ON CORNERS 7/8" METAL FURRING t2 RIVERSTONE 4" CMU BLOCK WALL, TYP. CHANNELS © 24" O.C. DEPTH CONT. WATERPROOFING 2 v PAVERS ALUM ANGLE I R -7 SEMI- RIGID 1 /8x 1x4 INSULATION BOARD 4 „ CRUSED �I LIME ROCK WP MEMBRANE AS PER MANUF. SPECS. v.. PACKED TYP. ' ` EARTH 12” ;.� .,. CEILING ASSEMBLY KEY NOTES. 1" ALUM. RECESS JOINT OR BASE, TYP. FINISH FLOOR 1 NEW CONC. ROOF DECK 2. NEW STEEL JOIST ............ 3 NEW AIR DUCT, EE H DWGS ,•S• �r, ON i Nc. SLAB GRADE--, 4 NEW DAMPER, SEE MECH. DWG S - 5. R--30 BATT INSULATION OR - APPROVED EQUAL - CONC. SLAB FOOTING, 6 SEE STRUCTURAL ,� - - -- .� - . 1 SHEET OF 5 8 GYP. BOARD ON H1 -HATS FOR 1 HOUR RATED ASSEMBLY, MODIFY TO MATCH OR EQ -. I -- UL556 (2X) 5/8 TYPE X GWB FINISHED FLOOR AND CMU BLOCK WALL SCALE 3' = 1' -0" 7 / . CARLISLE PEDESTRIAN TRAFFIC DECK TOPCOAT REFER TO DETAIL 1 _ 5 6 �r� dt,1Tt� � "��•r *� �OF S 7 4 �� v�f 'T. �De ,apt �1G SrcTlotl DESIGN NO. P206 UL RESTRAINED ASSEMBLY RATING -1 HR.� <n SPACE, TYPICAL EACH SPACE, TYPICAL EACH BABY STROLLER SIGN WHERE WALL. RE: PLANS 12" ' ACCESSIBLE SPACE ACCESSIBLE SPACE INDICATED SEE SHEET DETAIL " ACCESSIBLE SIGN SEE j l 5/A1.1.01 6 -Q ® DETAIL 4/A1.1.01, TYPICAL -i-- -T- ° TYPICAL DIMENSION I �\ I EDGE OF LANDSCAPE OR " 2v FROM WALL EXCEPT WHITE ON BLUE SIDEWALK WHERE APPLICABLE 1' EDGE OF CRASH WALL; I c> I o WHERE NOTED, LANDSCAPE OR -' EDGE OF PAVEMENT .+ 2" RND. GALV. MTL. SIDEWALK WHERE 7" RE -BARS BELOW TOP OF APPLICABLE POST 24" INTO GROUND 6'_Q" STOP (49 STAND ALONE ONLY) 2 -1 2" _ RECYCLED RUBBER. _ o BLACK ON WHITE ��:� ✓J p RECYCLED RUBBER. _ 12" 1'6 ANCHOR RODS i� WHEEL, STOP. REFER WHEEL STOP. REFER TO PARKING BY TO DETAIL /A -8.11 % DETAIL /A -6.11 EQ. EQ. fD 7" IN GROUND /5" OUT FINISH GRADE c - 4" WIDE WHITE PAINT ��� DISABLED .p AS PER MIAMI -DADE '�' n #4 RE -BAR CONT. ��� �• BLACK ON WHITE PERMIT INTERNATIONAL SYMBOL I I .- I COUNTY STANDARD I I_� 1 �/4 RE -BAR REINFORCING F ONLY OF ACCESSIBILITY AS 4" WIDE LIGHT BLUE I�: #. I I 1- ALIGN PER F.I.C. k ADA N "` N STANDARDS, PAINTED y PAINT AS PER F.M.C. - ALIGN FRONT OF WHEEL STOP 2' -0" FROM + END OF STALL, TYPICAL + .. BACK FILL „ a„ 4„ STANDARD „ a" �" 2.USE MINIMUM 3400 PSI CONC. IN 28 DAYS CID BLUE LU TOW AWAY ZONE e 4" WIDE LIGHT BLUE 3.PAINT TOPS AND ALL SIDES OF ALL INSTALL ALL SIGNS ft] PLUMB VERTICAL IN EACH AND FINE UP TO 5250 PAINT ACCESS AISLE WHEELSTOPS WHITE, TYPICAL DIRECTION 4.WHEEL STOP TO BE EPDXIED TO CONCRETE 5' -0" 12' -0" E' -6 sw AO(�i�LE ) TYPICAL AC CE FAl1(M SPACE DETAL MICAL FARM SPACE DETAL TYMCAL *EEL 9" DETAL 1 Nor 710 BC'J1L! 2 BC.AM VW - T - O 3 BCA D Ur - I - r � WT TB OCIALE mmi DBLewisArchitecture +Design AR0017357 ID0004536 wwwAbla1.us 120 NE 27 ST. * 500/MIAMI, FL 33137 T305.572.1220 / Fx 305.572.+J1G1 C} a y0 I Q 1 SEAL I SIGNATURE zAN � [S0M CAFE PROJECT # 0904 5800 SW 73 RD ST SOUTH MIAMI, FL 33143 TENANT /LESSEE: SOMI CAFE LLC 5800 SW 73 St. SOUTH MIAMI, FL 33143 Ph.305.887,7073 STRUCTURAL ENGINEER: THIN - RAMIREZ, INC C.A. #27157 2000 N.W. 89 PL. SUITE 102 MAIMI, FL P.305.635.9900 Ra in(•dtw in -ra mirez.com MECH, ELEC, PLUMB, FIRE PROTECT. ENG: L.TRIANA i ASSOCIATES, INC CONSULTING ENGINEERS C.A.* 26644 9701S.W. 56th St. MIAMI, FL 33165 P.305.505.9765 FAX:305.556.1314 www.Itrian2.com CIVIL ENGINEER: LANDSCAPE: ILLUSION LANDSCAPE i, DESIGN MIAMI, FL Rudy Alemany LS.A. FL Carter Arierist 10257 LESSOR: ROGER D. SHAY i, W. GRACE D 13635 DEERING SAY RD, PH 2+93 CORAL GALES, FL 33158 2812 REVISIONS DATE 0 r ISSUE DATE OCT/ 31/ 2008 r DWN DBL _ APPRV _ _ DBL Drawing: FINISH SCHEDULE. DETAILS w o Scale: 1/4" @11x17 1/2" @24X36 Phase: r CONSTRUCTION DOCUMENTS a Sheet Number: N A8.01 S FINISH SCHEDULE FLOOR FINISH WALL FINISH CEILING REMARKS ROOM N0. ROOM NAME FLOOR FI_NISH BASE FINISH NORTH EAST SOUTH WEST PAINT FINISH HGT. A.F.F. TRIM PAINT 101 ENTRANCE -PT N/A GWB GWB GWB GWB PNT GWB 10' --6" 102 LOUNGE PT N/A GWB GWB GWB GWB PNT GWB 10' -6" 103 IBAR PT N/A GWB GWB GWB GWB PNT GWB 10 -6 104 DINING ROOM PT N/A GWB GWB GWB GWB PNT GWB 10' -6" 105 SERVER ROOM T N/A GWB GWB 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 A N / - - - - - - ROOM FINISH LEGEND PT - 12x24 PORCELAIN FLOOR TILE STP - STONE PAVER WT - WALL TILE GWB - 5/8" PAPERLESS DENSGUARD GYPSUM BOARD OR APP. CONC -- EXPOSED CONCRETE PNT -- BENJAMIN MOORE PREMIUM LATEX PAINT /WHITE EQUAL BEAD © OUTSIDE 5/8" GYP. BD. ON CORNERS 7/8" METAL FURRING t2 RIVERSTONE 4" CMU BLOCK WALL, TYP. CHANNELS © 24" O.C. DEPTH CONT. WATERPROOFING 2 v PAVERS ALUM ANGLE I R -7 SEMI- RIGID 1 /8x 1x4 INSULATION BOARD 4 „ CRUSED �I LIME ROCK WP MEMBRANE AS PER MANUF. SPECS. v.. PACKED TYP. ' ` EARTH 12” ;.� .,. CEILING ASSEMBLY KEY NOTES. 1" ALUM. RECESS JOINT OR BASE, TYP. FINISH FLOOR 1 NEW CONC. ROOF DECK 2. NEW STEEL JOIST ............ 3 NEW AIR DUCT, EE H DWGS ,•S• �r, ON i Nc. SLAB GRADE--, 4 NEW DAMPER, SEE MECH. DWG S - 5. R--30 BATT INSULATION OR - APPROVED EQUAL - CONC. SLAB FOOTING, 6 SEE STRUCTURAL ,� - - -- .� - . 1 SHEET OF 5 8 GYP. BOARD ON H1 -HATS FOR 1 HOUR RATED ASSEMBLY, MODIFY TO MATCH OR EQ -. I -- UL556 (2X) 5/8 TYPE X GWB FINISHED FLOOR AND CMU BLOCK WALL SCALE 3' = 1' -0" 7 / . CARLISLE PEDESTRIAN TRAFFIC DECK TOPCOAT REFER TO DETAIL 1 _ 5 6 �r� dt,1Tt� � "��•r *� �OF S 7 4 �� v�f 'T. �De ,apt �1G SrcTlotl DESIGN NO. P206 UL RESTRAINED ASSEMBLY RATING -1 HR.� <n SPACE, TYPICAL EACH SPACE, TYPICAL EACH BABY STROLLER SIGN WHERE WALL. RE: PLANS 12" ' ACCESSIBLE SPACE ACCESSIBLE SPACE INDICATED SEE SHEET DETAIL " ACCESSIBLE SIGN SEE j l 5/A1.1.01 6 -Q ® DETAIL 4/A1.1.01, TYPICAL -i-- -T- ° TYPICAL DIMENSION I �\ I EDGE OF LANDSCAPE OR " 2v FROM WALL EXCEPT WHITE ON BLUE SIDEWALK WHERE APPLICABLE 1' EDGE OF CRASH WALL; I c> I o WHERE NOTED, LANDSCAPE OR -' EDGE OF PAVEMENT .+ 2" RND. GALV. MTL. SIDEWALK WHERE 7" RE -BARS BELOW TOP OF APPLICABLE POST 24" INTO GROUND 6'_Q" STOP (49 STAND ALONE ONLY) 2 -1 2" _ RECYCLED RUBBER. _ o BLACK ON WHITE ��:� ✓J p RECYCLED RUBBER. _ 12" 1'6 ANCHOR RODS i� WHEEL, STOP. REFER WHEEL STOP. REFER TO PARKING BY TO DETAIL /A -8.11 % DETAIL /A -6.11 EQ. EQ. fD 7" IN GROUND /5" OUT FINISH GRADE c - 4" WIDE WHITE PAINT ��� DISABLED .p AS PER MIAMI -DADE '�' n #4 RE -BAR CONT. ��� �• BLACK ON WHITE PERMIT INTERNATIONAL SYMBOL I I .- I COUNTY STANDARD I I_� 1 �/4 RE -BAR REINFORCING F ONLY OF ACCESSIBILITY AS 4" WIDE LIGHT BLUE I�: #. I I 1- ALIGN PER F.I.C. k ADA N "` N STANDARDS, PAINTED y PAINT AS PER F.M.C. - ALIGN FRONT OF WHEEL STOP 2' -0" FROM + END OF STALL, TYPICAL + .. BACK FILL „ a„ 4„ STANDARD „ a" �" 2.USE MINIMUM 3400 PSI CONC. IN 28 DAYS CID BLUE LU TOW AWAY ZONE e 4" WIDE LIGHT BLUE 3.PAINT TOPS AND ALL SIDES OF ALL INSTALL ALL SIGNS ft] PLUMB VERTICAL IN EACH AND FINE UP TO 5250 PAINT ACCESS AISLE WHEELSTOPS WHITE, TYPICAL DIRECTION 4.WHEEL STOP TO BE EPDXIED TO CONCRETE 5' -0" 12' -0" E' -6 sw AO(�i�LE ) TYPICAL AC CE FAl1(M SPACE DETAL MICAL FARM SPACE DETAL TYMCAL *EEL 9" DETAL 1 Nor 710 BC'J1L! 2 BC.AM VW - T - O 3 BCA D Ur - I - r � WT TB OCIALE mmi DBLewisArchitecture +Design AR0017357 ID0004536 wwwAbla1.us 120 NE 27 ST. * 500/MIAMI, FL 33137 T305.572.1220 / Fx 305.572.+J1G1 C} a y0 I Q 1 SEAL I SIGNATURE zAN � [S0M CAFE PROJECT # 0904 5800 SW 73 RD ST SOUTH MIAMI, FL 33143 TENANT /LESSEE: SOMI CAFE LLC 5800 SW 73 St. SOUTH MIAMI, FL 33143 Ph.305.887,7073 STRUCTURAL ENGINEER: THIN - RAMIREZ, INC C.A. #27157 2000 N.W. 89 PL. SUITE 102 MAIMI, FL P.305.635.9900 Ra in(•dtw in -ra mirez.com MECH, ELEC, PLUMB, FIRE PROTECT. ENG: L.TRIANA i ASSOCIATES, INC CONSULTING ENGINEERS C.A.* 26644 9701S.W. 56th St. MIAMI, FL 33165 P.305.505.9765 FAX:305.556.1314 www.Itrian2.com CIVIL ENGINEER: LANDSCAPE: ILLUSION LANDSCAPE i, DESIGN MIAMI, FL Rudy Alemany LS.A. FL Carter Arierist 10257 LESSOR: ROGER D. SHAY i, W. GRACE D 13635 DEERING SAY RD, PH 2+93 CORAL GALES, FL 33158 2812 REVISIONS DATE 0 r ISSUE DATE OCT/ 31/ 2008 r DWN DBL _ APPRV _ _ DBL Drawing: FINISH SCHEDULE. DETAILS w o Scale: 1/4" @11x17 1/2" @24X36 Phase: r CONSTRUCTION DOCUMENTS a Sheet Number: N A8.01 S